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Home My WebLink AboutCAG-20-065 - Duvall - A85 - Electrical System, Complete Washington State TSI #02 _!/ Department of Transportation Request for Approval of Material Contract!!l Number FA Number SR Date CAG-20-065 12/16/2022 Section/Title of Project County KING DUVALL AVE NE Contractor Subcontractor REED TRUCKING AND EXCAVATING TRANSPORTATION SYSTEMS INC. This shall be completed prior to submittal.If this form is not complete at time of submittal it may be information that was omitted. returned for For WD1T Use Only RAM# O I PE Hdqtr. Bid Item I Material or Name and Location of Fabricator, Specification Appr'I Appr'I No. 1 Manufacturer's Product/Type 1 Manufacturer or Pit Number Reference Code Code IRELOCATED MATERIAL PEDESTRIAN PUSHBUTTON ASSEMBLY-APS MODEL 11 85.12.01 INS23TNO-B POLARA-GREENVILLE,TX 9-29.19 85.12.02 CENTRAL CONTROL UNIT-iCCU-S2 POLARA-GREENVILLE,TX 9-29.19 1 1 Project Engineer/Representative Date State Materials Engineer Date David Roman-Sanchez 1/10/2023 Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be Incorporated into project. 2. Acceptance Criteria: Submit Mfg.Cert of Compliance for'Acceptance'prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved Yes ❑ No ❑ 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of mateiral. 5. Acceptance Criteria: Only'Approved for Shipment'or'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7, Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Relocated existing material. No further documentation required. Remarks: Project Engineer Distribution State Materials Engineer Distrubution ® Contractor ❑ Region Materials ❑ General File ❑ Signing lnpsection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 Revised 0312018 Qc -ecA black housing on POi1j!RA existing assembly iNS2: "iNS" iNavigator 2-Wire Push Button Station The"INS"iNavigator 2-Wire Push Button Station(iNS2 PBS)is the pedestrian interface to the iNavigator Accessible Pedestrian System.A system consists of a Control Unit(PN iCCU-S2,iCCU-C2,iCCU-S,or iCCU-C)and a Push Button Station.The iNS2 PBS is an MUTCD compliant PBS and provides valuable information and cues via both a pBfitiG vibrating arrow button and audible sounds,making the intersection accessible for all pedestrians.All sounds 51�N'i des Fb� emanate from the front and back of the unit.A sunlight-visible red LED latches"ON"along with a tactile feedback Vein "bounce"to confirm the button has been pushed.The vandal-resistant design of the iNS2 PBS includes the body, BBNq��Q which houses the ADA compliant push button (shown),a faceplate(5X7 sign shown),and mounting hardware. ,. F° By interfacing with the Central Control Unit(CCU)that installs in the Traffic Cabinet,the iNS2 PBS can _• ' p stitili provide the following standard features: ,Ass • Operates over a single pair of wires ��, B0N1 • All PBS wired in parallel,individually assignable to any phase TTON • 16 buttons can operate on a single iCCU(dependent on power requirements and wire runs) PBS Bob O • 4 Locate Tone selectable options 10 • 13 Walk Sound selectable options,3 of them custom options • 7 Clearance Sound selectable options ' • Walk,Clearance,and Don't Walk sounds automatically adjust to ambient ?f7' • Separate ambient response settings for Locate Tone(for quiet ambient conditions) r' • Most sounds have independent Min/Max settable limits • Button vibrates during Walk - • Button push confirmed by latching LED,tactile bounce,and audible"wait"sound • Extended button push can boost volume for next Walk and Clearance • Direction of travel message with extended button push,capable • Extended Push Priority:mutes all but selected crosswalk,capable -0, —5.1—.-- 2.6 • Extended Push activation settings:0-6 second range,0.5 second increments • Beaconing and Ping Pong features available fi ®1 rr MIMI r 0 s ®\ • Select audio messages,change settings,and perform firmware updates wirelessly using iOS Ii■ (9.0+)or Android(5.0+)devices,or a Windows PC with Polara's Bluetooth Dongle(PN iN-DGL, = 1..- i purchased separately) - �' 6.0 • Built in health/event logging feature,up to 1000 events • False walk detection:four independent checks • External speaker option at time of order • • External button input for bike lanes,horses,etc. s I • Warranty:3 year limited wn.• l 11�' ,"' An iNS2 PBS can operate as an iNS3(Ped-Head Based System).It comes with a 3-position terminal block 14.0 1111111111 to connect to a Ped-Head Control Unit.See iNS3 Quick Start Guide for more information. - For optimum functionality,Polara recommends a dedicated pair of wires be routed to each PBS.Using ‘`�S�j' I I I I IMSA 50-2 Cable is an ideal choice.The ground shield does not need to be connected. � -" Iii I Dimensions are in inches.iNS25BN0-Y unit shown. , r ■�I Doc.iNS2-CutSheet Rev.A-25224 02/05/2020 www.polara.com P011\PA Operating Specifications Parameter Rating iNS2 3 T N 0 - B - Operating Temp.Range -34°C to+74°C(-30°F to+165°F) Storage Temp.Range -45°C to+85°C(-50°F to+185°F) Additional Options Button Options Operating Force 3.0 lbs max,option of 3 adjustable programmed forces p NA- No Arrow I Switch Operating Life Greater than 20 million operations BD-Bi-Directional Arrow Max.Volume 100 dB @ 1 meter Other Options Design Compliance WPC-With pole cap g p ES- External Speaker option Functionality Test Type Compliance I Temperature and Humidity MUTCD 2009-4E Button Cover Color Back plate is always black. Transient Voltage Protection NEMA TS2 B- Black Transient Suppression NEMA TS2 G -Green Mechanical Shock and Vibration NEMA TS2 Y-Yellow iNS3 PBS Enclosure NEMA 250 Type 4X Audio Message Option Electrical Reliability NEMA TS2 0-Standard messages Notes: 1-Custom Messages 1. Lab tested to applicable sections of referenced standards 2. All specifications are subject to change without notice Braille 3. All specifications are typical unless otherwise specified N- No braille on faceplate Termination View:iNS2 Operating as iNS3 PBS B Braille on faceplate t - __ ._ ,. Faceplate MUTCD Compliant Non-MUTCD Compliant `A1 t-Orispa • • V-9x12 R10-3 A-5x7 International U-9X12 R10-3b B-5x7- International its . T-9x15 R10-3e C-9X12-Countdown t:Esi" i D-5X7 or 9x12- International O- No Faceplate i — Size of Front Plate Adapter 5-5" x7" 9-9"x12" 3-9"x15" Ped Call Terminal on left.3-position terminal block on right(for operating as iNS3) Navigator Family iNS2-iNavigator S 2-Wire Push Button Dimensions are in inches. Doc.iNS2-CutSheet Rev.A-25224 02/05/2020 www.polara.com iNS/iDS Push Button Station Configuration/Order Form Note:iNS2&IDS2 are the standard push button configurations that can operate as either a 2-Wire Central System or as a 3-Wire Ped Head System.INS3&IDS3 are Ped Head Systems only CHOICE MODEL iNS2 = Push Button Station(PBS)-Operates as either a 2 or 3-Wire System iNS3 = Push Button Station(PBS)-Operates only as a 3-Wire(Ped Head System) iNS2 IDS2 = Push Button Station(PBS)w/IDetect-Operates as either a 2 or 3-Wire System IDS3 = Push Button Station(PBS)w/IDetect-Operates only as a 3-Wire(Ped Head System) SIZE 5 = 5"x 7%"Sign Size 9 = 9"x 12"Sign Sizet 3 = 9"x 15"Sign Sizet 8 = 9"x 18"Sign Sizes SIGN 0= No Sign(-$5.00 price reduction) A = Option A(International Walking Sign,Black on White,Powder Coat)5x7 Only B = Option B(Informational Sign,Powder Coat)5x7 Only C = Option C(Countdown Sign,Powder Coat)9x12 Only D = Option D(International Walking Sign,White on Black,Powder Coat)5x7&9x12 Only E = Option E(IDetect/Touchless,Powder Coat)5x7 Only T V = Option V(MUTCD R10-3,Hi-Intensity Retroreflective)9x12 Onlyt U = Option U(MUTCD R10-3b,HI-Intensity Retroreflective)9x12 Onlyt N = Option N(MUTCD R10-3e,Hi-Intensity Retroreflective,Anti Graffiti)9x12 Onlyt T = Option T(MUTCD R10-3e,Hi-Intensity Retroreflective)9x15&9x18 Onlyt M= Option M(MDOT,Diamond Grade Retroreflective)5x7&9x15 Onlyt R = Option R(IDetect/Touchless,HI-Intensity Retroreflective)9x12&9x15 Onlyt BRAILLE N = No Braille B = Braille Textt (Provide details on page 3) SPECIAL VOICE MESSAGE 0 0 = Standard Messages 1 = Special Voice Messages" (Provide details on page 3) COLOR OF FRONT COVER B = Black G= Green Y = Yellow Orderable PBS Part Number iNS23TN0-B (iNS2I❑3 ITN E -1 BI Total Qty of PBSs: PBS Part Number I SPECIAL DESIGNATORSt The following additional options are available.Check any options desired. ❑ -BD for Bi-Directional(double)Arrow ❑ -NA for No Arrow ❑ -ES for External Speaker option ❑ -CT for Custom Vinyl Text Street Name on Sign *Special Voice Message Delivery Options: Special Message E-Mail Delivery(No Charge) Qty: E-mail Address for Delivery: _ Special Message Recording per Crossings Qty: Special Message Flash Driver Qty: Special Message Installed on PBS Qty: t Additional charges apply for these options. INS ORDER-CONFIG•FORM_P1 09/16/2020 BCB PoLcRA iCCU-S2: iNtelligent Central Control Unit for Shelf Mount The iCCU-S2 replaces the iCCU-S and is designed to work with all style cabinets as the intelligent control unit for Polara's iN2/iNS2 accessible push button stations(PBS).The system includes an interconnect board(PN:iN2-ICB sold separately)to facilitate connection of up to 16 PBS.Each PBS connects via two wires in parallel,and do not have a polarity requirement.A 2-wire BUTTON-PLC-CABLE is included with each unit and is used to connect the iCCU-S2 to the iN2-ICB. This model utilizes four separate cable assemblies(A/B/C/D)to provide all the features/functions of the legacy 50 pin cable harness,allowing selection of just the features needed,at reduced cost.If just standard functions are needed,only Cables A and C are needed.For Preemption,Cable B is needed.For General Purpose Input functions,Cable D is needed. p0 RA This model also supports SDLC communication in TS1 and TS2 cabinets when a TS2 controller operating in TS2 mode,with an MODEL MMU,is utilized(there must be an MMU).If just PED Walk/Don't Walk interval information is communicated by SDLC,just ••I Cable C would be needed.If both PED interval information and call placements are communicated through SDLC,Cables A • ..- • ` and C would not be needed.The included CABLE-C-LG is necessary to ensure proper grounding when using the iCCU-S2 in this BIU mode.Cables B and D would only be needed if Preemption or General Input functions are needed. The iCCU-S2 front panel includes a backlit LCD for displaying system status information.Front panel buttons are used during �2 N setup,placing test calls,and to enable Wi-Fi.All setup functions can be performed via Ethernet or Wi-Fi using a PC.Setup •" and cofiguration is also supported using an iPhone,iPad or Android device via Wi-Fi.In addition,configuration via Bluetooth is supported by pairing with any connected PBS using a PC with an iN-DGL(purchased separately),or iOS/Android mobile device.All of the connection options provide full access to setup and configuration options of both the iCCU-52 and all connected PBSs.Polara provides free apps for Windows PCs(Windows 7+),iOS(9.0+)devices,and Android(5.0+)devices. © - Multiple configurations are supported,with the ability to change operational features based on time of day.General purpose inputs are available for options such as voice message on emergency vehicle preemption.The system has downloadable internal conflict monitoring and health log data capture that contains extensive status/fault reporting. Remote Monitoring can be done over Ethernet. Optional SDLC: PN:iN2-SDLC-YCABLE for 4 ft"Y"cable(order separately if needed) PN:iN2-SDLC-CABLE for Straight Cable(order separately if needed) Ped Walk/Don't Walk Inputs(from load switches): 8.5 H-3.2 H Optically isolated 80-150 Volts AC/DC,5 mA max. F f Ped Call Outputs(to traffic controller): Optically isolated 36 Volts AC/DC peak 300 mA Solid State Fused Contact Closure PBS Power Output: O Nominal 24 VDC,Short Circuit Protected-Auto Recovering General Purpose Inputs: 6.3 000 am 10-36 Volt AC/DC peak,10 mA max,Optically Isolated Environmental: Operating:-34°C(-30°F)to+74°C(+165°F)-LCD temperature range is limited to-20°C to+70°C - I Storage: -45°C(-50°F)to+85°C(+185°F) Warranty:3 year limited Dimensions are in inches. Doc.iCCU-S2-CutSheet Rev.A-25224 02/05/2020 www.polara.com Washington State TSI#01 mil/ Department of Transportation Request for Approval of Material Contractlll Number FA Number SR Date CAG-20-065 12/14/2022 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING AND EXCAVATING TRANSPORTATION SYSTEMS INC. This shall be completed prior to submittal.If this form Is not complete at time of submittal it may be returned for For WSDOT Use Only information that was omitted. RAM# 100 PE Hdqtr. Bid Item Material or Name and Location of Fabricator, Specification Appri ' Apprl No: Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code 85.01.02 DUO FILL 400 FOAM TODOL PRODUCTS-NATICK,MA S.P 9.29.1 3 8 85.16 NON SHRINK GROUT SAKRETE-CHARLOTTE,NC 8-20.3(4) 85.08 PHOTO CELL ACUITY BRANDS-CONYERS,GA 9-29.11(2) 10 Project Engineer/Representative � - Date State Materials Engineer Date �--�_ 12/20/22 Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. • Acceptance Criteria: Submit Mfg.Cert of Compliance for'Acceptance'prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance prior to use of material. Catalog Cut Approved Yes No El CrjteLla: Submit Shop Drawings for'Approval'prior to fabrication of mateial. 5. Acceptance Criteria: Only'Approved for Shipment'or'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. s. Source Approved: See mixing requirements of Special Provisions 8-20.3(15) 9. Approval Withheld: Submit samples for preliminary evaluation. 10: Approval Withheld: Photo Cell: Operating Temp -55 degrees C to +70 degrees C per Miscellaneous Acceptance Criteria. Special Provisions 9-29.11(2) Remarks: Project Engineer Distribution State Materials Engineer Distrubution ® Contractor 0 Region Materials ❑ General File 0 Signing Inpsection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other 0 Fabrication Inspection M/S 47365 DOT Forth 350.071 Revised 03I2018 1 f S..,, q.a9 .1 I # U0 , 1L , 4 ' - -art Uret -.a- 6 oam Sealant ' " DUO FILL 400 is a unique 2-component k urethane aerosol foam. Special packaging — -- makes DUO FILL 400 the simplest and fastest ,� to use of all 2-component foams. •ri 0111i • Seals Ducts 0 • Fills Holes • Plugs Gas Lines Ai A • Seals Out Rodents and Insects 4 !+e • Fast 3-Minute Cure No Shrinkage NEED TO PHOTO- tit • GRAPH adapters 0 • Closed Cell 0 • No Dispensing Gun Required • Quality-Controlled Color • Perfect for Underground Utilities Actuators available in 9"and 24"length dispensing tubes BENEFITS • Fills & Seals • Easy to Use • Stops & Slows Flowing Water • Reliable • Fast Curing • Rigid Dispensing Tube Todol Products, Inc www.todol.com email: info@todol.com CONTAINS DUO FILL 400 is a unique 2-component ure- 5.For best results can temperature should be Diphenylmethane 4,4'di-isocyanate. thane aerosol foam.Special packaging makes between 60F and 80F. DUO FILL 400 the simplest and fastest to use 6.If foaming is completed or interrrupted before LIMITED WARRANTY the can is emptied,discare the actuator and The manufacturer will replace at no charge of all 2-component foams.The rigid dispens- replace with a new one.If the delay in foam- to purchaser any product proven to be defec- ing tube permits the placement of foam exactly ing is to be longer than 10 or minutes,the live.The warranty is limited to replacement of where it is needed.There are no hoses,no con- valve should be slushed with PUR CLEAN material only,and no liability is assumed for nections to be made and nothing comes loose solvent. use of this product by the purchaser,or for any during foaming. consequential damages arising from its use in any form whatsoever. Due to the possible production of flammable DUO FILL 400 starts curing immediately.Three vaporfair mixtures,provide sufficient ventilation to five minutes after foaming,it is fully expanded hits the foam is being dispensed. and cured.It is then ready to be trimmed,cut, AD SAFETY RECOMMENDATIONS sanded or painted.The rapid expansion and excellent adhesion of DUO FILL 400 assures SAFETY RECOMMENDATIONS: that the foam seal will stay in place. KEEP OUT OF REACH OF CHILDREN Todol Products, Inc. • Wear disposable chemical resistant plastic or 25 Washington Avenue rubber gloves and wear goggles or a face The actuator has two stems that puncture the mask while foaming. P.O. Box 398 seal of each component.These stems assure • In case of eye contact,wash thoroughly with that each component is delivered in the proper water and seek medical advice immediately. Natick, MA 01760 proportion.The components mix in the actuator • In case of skin contact,wipe with a dry cloth to produce a uniform light blue.Consistent color and wash immediately with soap and water. Phone: 508.651.381 8 assures and monitors the uniformity and quality • Product contains isocyanate and flammable of the foam as it is being dispensed. components. Fax: 508.651.0729 • Foam in a well ventilated area—fumes are flammable. DUOFILL 400 foam does not shrink or harden • Do not smoke while foaming. with age.Cured foam is not affected by solvents • Keep away from open flame or any source of or water.It functions in all temperatures between flame. Visit our website: -40°F and 175°F. • If you feel unwell,seek immediate medical advice(if possible,show this label to a http://www.todol.com USES physician). DUO FILL 400 fills many sealing needs where Contact us via email: rapid expansion and fast cuing are required. Container is pressurized.Protect from sunlight info@todol.com • Electical Utilities use DUO FILL 400 to seal and temperatures above 50°C.Do not pierce underground ducts in manholes.DUO FILL or bum even after use.Do not spray against 400 prevents the passage of smoke,gas or flames or incandescent objects. water.It will quickly stop water flowing.DUO Harmful when inhaled.Irritates eyes,repira- FILL 400 costs less than standard duct seal- tory organs and skin.Can result in sensitization ants and saves labor time. when inhaled.Can produce highly flammable • Gas Utilities use DUO FILL 400 to collar vapor/air mixture during use. plastic insertions and to seal abandoned —I TYPICAL service lines. TYPICAL PROPERTIES OF CURED FOAM • Pest Control Professionals use DUO FILL 400 and our"Stuff-It"copper mesh to seal Color light blue(mixed) rodent holes. Expanded volume 11 gallons/can • Fiberglass Repair,DUO FILL 400 is used to Free rise @ 68°relative humidity 600 cubic inches/can repair and support fiberglass shower stalls Density 1.87 lbs/cu ft and tubs.Providing cross sectional cure,DUO Cell structure approx 80%closed FILL 400 is weight load bearing. s Compression load deflection 8.5 lbs/in2 TO USE (10%compression) 1.Shake the can well. Minimum can temperature 60°F(16°C) 2.Align the dispensing tube so that it sits above Minimum surface temperature 32°F(0°C) the arrow on the attached collar.Place the Temperature stability -40°F to 176°F actuator Into the valve and press it firmly into position. of cured foam -40c to+175°C(-40°C to+80°C) 3.Flip over lever and turn the can upside down. Tack-free @ 68°F(20°C) 1 minute Press the lever with constant pressure to Cuttable @ 68°F(20°C) 3 minutes dispense the foam. Thermal resistance:R factor ASTM C 518 8.0/in 4.Do not move dispenser while foaming inside a duct. --- -°--- — Manufactured in Germany Consumer Commodity ORM-D DUO FILL 400 PROCEDURE FOR PLUGGING CABINET CONDUITS 1. A rag or paper towel is placed in the conduit prior to foam installation. 2. Depth of foam shall be%" to %" inch maximum.This depth is based on the diameter of the conduit. 3. Cardboard is placed over the foam on top of conduit to prevent expansion outside of conduit. 8-20.3(15) p. 2-t) , 31N� :4I NON-SHRINK GROUT <S A K R E T E' The Pro's Choice Since 1936 936 8. Avoid vibration which can cause bleeding and segregation.Shut down • Do not add accelerators,retarders,plasticizer or other additives. nearby machines for a minimum of 24 hours. • Do not apply in application thicknesses<1"(25 mm)or>than 4"(100 mm). 9. Minimum application thickness is 1"(25 mm)and a maximum thickness of 4"(100 mm). NOTE:Proper application and installation of all Sakrete products are the responsibility of the end uses NOTE:For installation where acids and sulfates are present,a protective coating is required.Protect Safety: uncoated aluminum from direct contact with Portland cement-based materials. READ and UNDERSTAND the Safety Data Sheet(SDS)before using this product. Refer to: WARNING:Wear protective clothing and equipment.For emergency information, 1. ACI 351.R-99 Report on Grouting Between Foundations and Bases for call CHEMTREC at 800 424 9300 or 703 527 3887(outside USA). Support Equipment and Machinery KEEP OUT OF REACH OF CHILDREN. 2. ACI 351.2R Foundations for Static Equipment 3. ACI 306R Cold Weather Concreting Limited Product Warranty: 4. ACI 305R Hot Weather Concreting The manufacturer warrants that this product shall be of merchantable quality when used or applied in accordance with the manufacturer's instructions.This Mixing: product is not warranted as suitable for any purpose other than the general Desired grout consistency: purpose for which it is intended. This warranty runs for one(1)year from the Flowable:1 gal(3.8 L)per 50 lb(22.7 kg) dates the product is purchased.ANY IMPLIED WARRANTY OF MERCHANTABILITY Plastic:3 qts+1 pt(3.3 L)per 50 lb(22.7 kg) OR FITNESS FOR A PARTICULAR PURPOSE ON THIS PRODUCT IS LIMITED TO THE DURATION OF THIS WARRANTY.Liability under this warranty is limited to 1. Only mix with clean potable water.The water quantities shown are replacement or defective products or,at the manufacturer's option,refund of the approximate and may vary slightly with the type of equipment and purchase price.CONSEQUENTIAL AND INCIDENTAL DAMAGES ARE NOT application conditions. RECOVERABLE UNDER THIS WARRANTY. 2. Water demand and mix temperature must be determined using standard test methods for consistency and temperature measurement at the time of application. See mixing requirements of 3. Place 3/4 of desired mixing water,start mixer then slowly add the dry material.After all of the powder has been added,slowly add the remaining Special Provisions 8-20.3(15) 1/4 water until the desired consistency is achieved. 4. Avoid adding excessive amounts of water that promotes segregation or bleeding of the grout. 5. Mix for 3-5 minutes to ensure a uniform lump free consistency and place immediately. SUBMITTAL REVIEW Curing: 1. Sakrete Non-Shrink Construction Grout can be exposed under normal No Exceptions Taken weathering conditions. X Make Corrections Noted 2. Forms may be removed as soon as the grout reaches its final set. Amend & Resubmit 3. Prevent rapid water loss by covering the exposed grout surfaces with wet Rejected-See Remarks burlap during the first 48 hours or apply an acceptable water based cure and seal agent. IMPORTANT NOTICE: This review 4. Protect from freezing for a minimum of 48 hours after placement. does not relieve contractor from his ACI 308 Standard Practice for Curing Concrete. responsibility to comply & conform with the Plans, Specification, and Precautions: Contract Documents. Air,mix and substrate temperatures should be between 40°F(4°C)and 11000 90°F(32°C). dray Osborne, jnc. • Colder temperatures or higher humidity conditions will retard set times. • Do not use in applications of high dynamic loading. CONSULTING ENGINEERS • Do not retemper grout by adding water. By: DRS Date:12/20/22 • Do not use as a floor topping or in large areas with an exposed shoulder around base plates. SAKRETE'and the background design are registered trademarks of SAKRETE of North America LLC,Charlotte,NC 28217 • ©2006.SAKRETE'Is manufactured under license from SAKRETE of North America LLC. For current and complete product Information,contact SAKRETE Technical Services toll-tree at 866-725-7383 or visit Sakrete.com. Sakrete.com • 866-725-7383 Rev.0i/16 NON-SHRINK GROUT ,..... ,,,,„ ...,..... <S A K R E T E> The Pro's Choice Since 1936 1936 Technical Data cont.: Aismommutztimommi Sakretex Non-Shrink Construction Precision Flowable Plastic �\ NON-SHRINK Grout is non-shrink and non-metal- Non-Shrink Grout <SA E> CONSTRUCTION Iic.When properlymixed toafluid G R 0 U T Bag size 50 lb(22.7 kg) 50 lb(22.7 kg) consistency allows for pumping 50 _ 7-------"- - grout to areas where it is difficult to . y __ access using conventional grouting content.water 1 gal(3.8 L) 3 qts+1 pt(3.3 L) PSU _� methods. per bag 227 KG -- Flow,ASTM C939 Flow,at 5 drops, 125-145 100-125 Features: ASTM C1437 • Meets or exceeds ASTM C1107(Plastic and Flowable) Compressive strength,ASTM C1 o9 • Non-corrosive,will not attack reinforcement • Non-shrink 24 hours 2,000 psi 3,000 psi • Non-metallic,Non-staining (14 MPa) (21 MPa) • High strength 7 days 6,000 psi 6,500 psi • Pumpable for easy placement (43 MPa) (45 MPa) • Meets Corps of Engineers Specification CRD-C 621 28 days 8,000 psi 9,000 psi (55 MPa) (62 MPa) Use For: Structural grouting and general purpose structural grouting: C-827 expansion 0 0.4 0 0.4 • For use above,at or below grade Height change,ASTM C1090 • Column bases • Anchor bolts 1,3,7 and 28 days 0-0.2 0-0.2 • Machinery bases • Sole plates NOTE:Testresultsobtainedundercontrolledlaboratoryconditionsat73,F(23'C)and50%humidity. • Tilt-up panels More or less water may be required to achieve the desired mixing consistency depending on the atmo- Steelbearing plates spheric conditions and job site conditions. Do not exceed 4.75 qts(4.5 L)water per 50 lb(22.7 kg)bag. •• Reinforcing steel in block cells • Dowel rods Preparation/Application: • Transfer lines Refer to: • Concrete-poured in place,precast,tilt-up and prestressed - ACI 302.1 Guide for Concrete Flooring and Slab Construction - ACI 304.1 Guide for Measuring,Mixing,Transportation and Placing Concrete. Yield/Water/Coverage: NOTE:it is the responsibility of the installer/applicator to ensure the suitability of the product for its intended use. Bag Size Coverage Water 50 lb(22.7 kg) 0.45 ft3(12.7 L) Flowable:1 gal(3.8 L) 1. Use only when the product,air,and surface temperature are above 40°F Plastic:3 qts+1 pt(3.3 L) (4°C)for a minimum of 24 hours. 2. Clean area and remove all unsound concrete,grease,oil,paint,and any NOTE:Yield and water are approximate.The yield above does not allow for waste and spillage other foreign material that will inhibit performance. 3. Prior to grout placement,all surfaces must be clean and saturated with Color: water for 24 hours.Remove excess water bringing it to a surface saturated dry condition(SSD). Gray 4. Provide air relief holes where necessary if grouting is beneath large plates. 5. Wood form work or other absorbent forms should be coated with a form Technical Data: release oil to prevent grout adherence and water absorption. DIVISION 9 6. Design form work to facilitate rapid,continuous and complete filling of the Non shrink Grouting space to be grouted.Rodding the grout lightly will help move material. 03 62 00 7. Use methods that will enable the grout to flow by gravity between the surfaces and keep the grout in full contact with these surfaces until it has hardened. Salcrete.com • 866-725-7383 Catalog Number. Date: Project: OVERVIEW With a design life of 20+years and superior in-rush current and surge-protection features,the DLL Elite D TL " support the extended life and low maintenance benefits associated with LED fixtures. FEATURES DARK Tb LIGHT APPLICATIONS • LED lighting fixtures that require dusk to dawn control DLL Elite • High inrush current fixtures Electronic Locking • Designed to last as long as your LED lighting system,20+years • LED inrush protection with TRIAC assisted relay Type Photocontrol • Extreme surge protection of 1280J/40kA utility or 2120J/40kA UL listed • Double thick enclosure and lens with additional UV inhibitor • High temp base plastic tested to 140°C Standard • Long life capacitors • Full wave rectified power supply • Dual zener diodes for long life , ^� • Solid brass contact blades • • Double sided,thru hole plated.062"F''cl'r• r o, r • Conformal coated printed circuit board Operating Temp -55 degrees C • Sealed packaging for extended storage to +70 degrees C per SPECIFICATIONS Special Provisions 9-29.11(2) REGULATORY LISTINGS 0' A + Low Profile • ANSI C136.10 • Operating Levels:Turn-on at 1.5 FC and turn-off • ROHS compliant at 2.25 FC(On:Off ratio of 1:1.5) • UL listed to U.S.and Canadian safety standards • Operating temperature:-40C to 70C • Surge rated in excess of ANSI C136.10 to • Voltage 120 to 480 VAC,60Hz 20kV/10kA • Load rating:1000 watts,1800 VA ballast • UL Load Rating:1000VA • Average power consumption: <0.5 watts @ 120V Warranty DLLSTANDARD COLORS Ten-year limited warranty.Complete warranty terms located at: Non-UL UL www.acuitybrands_com/CustomerResourcesfferms and conditionszpc 120-277V Green Blue Note:Actual performance may differ as a result of end-user environment and application. 347V Green Green Specifications subject to change without notice 480V Yellow Yellow ORDERING INFORMATION DLL PHOTOCONTROL SUBMITTAL REVIEW No Exceptions Taken Series&Voltage Failure Mode Turn-On Level(fc) Housing filter Certificati Make Corrections Noted D11127 120.277V [blank] Fail On 1.5 ANSI [blank] Standard [blank] Silicon [blank] S Amend & Resubmit DLL347 347V' F Fail Off Standard height Sensor CUL cl X Rejected-See Remarks DLL480 480Vt LP Low Profile' IR IR filtered Ij silicon IMPORTANT NOTICE:This review sensor does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. NOTES 1. Only available with CUL certification 2. Not available with DLL347,DLL480, 3. Color substitutions not allowed for Gray tSE:sborrie, hc. 4. Non-standard custom colors are nor CONSULTING ENGINEERS Acuity Brands I One Lithonia Way Conyers,GA 30012 Phone:800.535.2465 www.acuitycontrols.com By: DRS Date:12/20/22 (0 2014-2019Acuity Brands Lighting,Inc.All rights reserved. Rev.03/08/19 DIMENSIONS Standard Low Profile it ri II 3,25 3.2 STOCKED MODEL NUMBERS Model# Description Pkg.Qty. DLL1271.5 120-277V Fail-On(non-UL) J50 DLL1271.5 BL 120-277V Fail-On(non-UL)Blue J50 DLL127 1.5 GY 120-277V Fail-On(non-UL)Gray J50 DLL1271.5 BK 120-277V Fail-On(non-UL)Black J50 Dill 27F 1.5 120-277V Fail-Off(non-UL) J50 DLL1271.5 LP 120-277V Fail-On(non-UL)Low Profile J50 DLL1271.5 IR 120-277V Fail-On(non-UL)IR Filter J50 DLL1271.5 IR BK 120-277V Fail-On(non-UL)IR Filter Black J50 DIL1271.5 IR BL 120.277V Fail-On(non-UL)IR Filter Blue J50 DLL127F 1.5 CUL 120.277V Fail-Off J50 DLL127 1.5 CUL 120-277V Fail-On J50 DLL347F 1.5 CUL 347VFail-Off J50 DLL347 1.5 CUL 347V Fail-On J50 DLL480F 1.5 CUL 480V Fail-Off J50 DLL480 1.5 CUL 480V Fail-On J50 Acuity Brands I One Lithonia Way Conyers,GA 30012 Phone:800.535.2465 www.acuitycontrols.com DTL-DLL ©2014.2019Acuity Brands Lighting,Inc.All rights reserved. Rev.03/08/19 2 of 2 4 � Washington State TSI#02 . Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG-20-065 12/16/2022 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING AND EXCAVATING TRANSPORTATION SYSTEMS INC. This shall be completed prior to submittal.If this form is not complete at time of submittal it may be returned for For WSDOT Use Only information that was omitted. RAM# 101 PE Hdqtr. Bid Item Material or Name and Location of Fabricator, Specification Appr'I Appr'I No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code RELOCATED MATERIAL - _ PEDESTRIAN PUSHBUTTON ASSEMBLY-APS MODEL 1 1 85.12.01 IN523TN0-B POLARA-GREENVILLE,TX 9-29.19 85.12.02 CENTRAL CONTROL UNIT-iCCU-S2 POLARA-GREENVILLE,TX 9-29.19 11 -emnaw Project Engineer/Representative Date State Materials Engineer Date David Roman-Sanchez 1/10/2023 Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Submit Mfg.Cert of Compliance for'Acceptance'prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance prior to use of material. Catalog Cut Approved Yes ❑ No ❑ 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of mateiral. 5. Acceptance Criteria: Only'Approved for Shipment'or WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Relocated existing material. No further documentation required. Remarks: Project Engineer Distribution State Materials Engineer Distrubution ® Contractor 0 Region Materials ❑ General File ❑ Signing Inpsection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350.071 Revised 0312018 QA.Ak)(X"."4-"e-CA black housing on POLqi RA existing assembly iNS2: "iNS" iNavigator 2-Wire Push Button Station The"iNS"iNavigator 2-Wire Push Button Station(iNS2 PBS)is the pedestrian interface to the iNavigator Accessible Pedestrian System.A system consists of a Control Unit(PN iCCU-52,iCCU-C2,iCCU-S,or iCCU-C)and a Push Button Station.The iNS2 PBS is an MUTCD compliant PBS and provides valuable information and cues via both a Cp°1116 vibrating arrow button and audible sounds,making the intersection accessible for all pedestrians.All sounds sio Cp for emanate from the front and back of the unit.A sunlight-visible red LED latches"ON"along with a tactile feedback yeoc ies "bounce"to confirm the button has been pushed.The vandal-resistant design of the iNS2 PBS includes the body, ppIIO which houses the ADA compliant push button(shown),a faceplate(5X7 sign shown),and mounting hardware. OfBy interfacing with the Central Control Unit(CCU)that installs in the Traffic Cabinet,the iNS2 PBS can t FohS1provide the following standard features: , is 0p5S • Operates over a single pair of wires n ° p0Rt • All PBS wired in parallel,individually assignable to any phase tON • 16 buttons can operate on a single iCCU (dependent on power requirements and wire runs) 0.0 0015 • All sounds are synchronized 05 10 4R • 4 Locate Tone selectable options • 13 Walk Sound selectable options,3 of them custom options • 7 Clearance Sound selectable options • • Walk,Clearance,and Don't Walk sounds automatically adjust to ambient 1 • Separate ambient response settings for Locate Tone(for quiet ambient conditions) • Most sounds have independent Min/Max settable limits • Button vibrates during Walk • • Button push confirmed by latching LED,tactile bounce,and audible"wait"sound • Extended button push can boost volume for next Walk and Clearance • Direction of travel message with extended button push,capable • Extended Push Priority:mutes all but selected crosswalk,capable -•"—5.1 2.6 • Extended Push activation settings:0-6 second range,0.5 second increments • Beaconing and Ping Pong features available 4 • `lI'1.11 Col_ *,-1 " • Select audio messages,change settings,and perform firmware updates wirelessly using iOS 'IN �. i t (9.0+)or Android(5.0+)devices,or a Windows PC with Polara's Bluetooth Dongle(PN iN-DGL, liqipurchased separately) - 6.0 • Built in health/event logging feature,up to 1000 events _ • False walk detection:four independent checks - • External speaker option at time of order t• a • button input for bike lanes,horses,etc. L $ r External I k • Warranty:3 year limited 14.0`• s/ ��I'�� An iNS2 PBS can operate as an iNS3(Ped-Head Based System).It comes with a 3-position terminal block to connect to a Ped-Head Control Unit.See iNS3 Quick Start Guide for more information. /�\, For optimum functionality,Polara recommends a dedicated pair of wires be routed to each PBS.Using ( � �ogi ' Ii IMSA 50-2 Cable is an ideal choice.The ground shield does not need to be connected. - illy Dimensions are in inches.iNS25BN0-Y unit shown. I � . 4 Doc.iNS2-CutSheet Rev.A-25224 02/05/2020 www.polara.com POLeNA Operating Specifications Parameter 'Rating iNS2 3 T N 0 - B - Operating Temp.Range -34°C to+74°C(-30°F to+165°F) L — — — Storage Temp.Range -45°C to+85°C(-50°F to+185°F) Additional Options Operating Force 3.0 lbs max,option of 3 adjustable programmed forces Button Options Switch Operating Life Greater than 20 million operations NA- No Arrow BD- Bi-Directional Arrow Max.Volume 100 dB @ 1 meter Other Options Design Compliance WPC-With pole cap ES- External Speaker option Functionality Test Type Compliance Button Cover Color Temperature and Humidity MUTCD 2009-4E Back plate is always black. Transient Voltage Protection NEMA TS2 B- Black Transient Suppression NEMA TS2 G-Green Mechanical Shock and Vibration NEMA TS2 Y-Yellow iNS3 PBS Enclosure NEMA 250 Type 4X Audio Message Option Electrical Reliability NEMA TS2 0-Standard messages Notes: 1-Custom Messages 1. Lab tested to applicable sections of referenced standards 2. All specifications are subject to change without notice Braille 3. All specifications are typical unless otherwise specified N - No braille on faceplate B- Braille on faceplate Termination View: iNS2 Operating as iNS3 PBS Faceplate _ MUTCD Compliant Non-MUTCD Compliant V-9x12 R10-3 A-5x7- International U-9X12 R10-3b B-5x7- International T-9x15 R10-3e C-9X12-Countdown Ail D-5X7 or 9x12- International 0- No Faceplate Size of Front Plate Adapter 5-5" x7" 9-9" x12" 3-9" x15" Ped Call Terminal on left.3-position terminal block on right(for operating as iNS3) Navigator Family iNS2-iNavigator S 2-Wire Push Button Dimensions are in inches. Doc.iNS2-CutSheet Rev.A-25224 02/05/2020 www.polara.com iNS/iDS Push Button Station R Configuration/Order Form Note:iNS2&iDS2 are the standard push button configurations that can operate as either a 2-Wire Central System or as a 3-Wire Ped Head System.INS3&IDS3 are Ped Head Systems only, CHOICE MODEL iNS2 = Push Button Station(PBS)-Operates as either a 2 or 3-Wire System INS3 = Push Button Station(PBS)-Operates only as a 3-Wire(Ped Head System) iNS2 IDS2 = Push Button Station(PBS)w/IDetect-Operates as either a 2 or 3-Wire System IDS3 = Push Button Station(PBS)w/IDetect-Operates only as a 3-Wire(Ped Head System) SIZE 5 = 5"x 7%"Sign Size 3 9 = 9"x 12"Sign Sizet 3 = 9"x 15"Sign Sizet 8 = 9"x 18"Sign Sizet SIGN O= No Sign(-$5.00 price reduction) A= Option A(International Walking Sign,Black on White,Powder Coat)5x7 Only B = Option B(Informational Sign,Powder Coat)5x7 Only C = Option C(Countdown Sign,Powder Coat)9x12 Only D = Option D(International Walking Sign,White on Black,Powder Coat)5x7&9x12 Only E = Option E(IDetecUTouchiess,Powder Coat)5x7 Only T V = Option V(MUTCD R10-3,Hi-Intensity Retroreflective)9x12 Onlyt U = Option U(MUTCD R10-3b,Hi-Intensity Retroreflective)9x12 Onlyt N = Option N(MUTCD R10-3e,Hi-Intensity Retroreflective,Anti Graffiti)9x12 Onlyt T = Option T(MUTCD R10-3e,Hi-Intensity Retroreflective)9x15&9x18 Onlyt M= Option M(MDOT,Diamond Grade Retroreflective)5x7&9x15 Onlyt R= Option R(IDetect/Touchless,HI-Intensity Retroreflective)9x12&9x15 Onlyt BRAILLE N = No Braille B = Braille Textt (Provide details on page 3) SPECIAL VOICE MESSAGE 0 = Standard Messages 0 1 = Special Voice Messages" (Provide details on page 3) — COLOR OF FRONT COVER B = Black G= Green Y = Yellow Orderable PBS Part Number (iNS23TN0-B I iNS2 I© ©g❑0 -I B I Total Qty of PBSs: PBS Part Number L— SPECIAL DESIGNATORSt The following additional options are available.Check any options desired. ❑ -BD for Bi-Directional(double)Arrow ❑ -NA for No Arrow ❑ -ES for External Speaker option ❑ -CT for Custom Vinyl Text Street Name on Sign *Special Voice Message Delivery Options: Special Message E-Mail Delivery(No Charge) Qty: E-mail Address for Delivery: I Special Message Recording per Crossingt Qty: Special Message Flash Drivet Qty: Special Message Installed on PBSt Qty: t Additional charges apply for these options. iN5 ORDER-CONFIG-FORM P1 09/16/2020 BCB POLKA iCCU-S2: iNtelligent Central Control Unit for Shelf Mount The iCCU-S2 replaces the iCCU-S and is designed to work with all style cabinets as the intelligent control unit for Polara's iN2/iN52 accessible push button stations(PBS).The system includes an interconnect board(PN:iN2-ICB sold separately)to facilitate connection of up to 16 PBS.Each PBS connects via two wires in parallel,and do not have a polarity requirement.A 2-wire BUTTON-PLC-CABLE is included with each unit and is used to connect the iCCU-S2 to the iN2-ICB. This model utilizes four separate cable assemblies(A/B/C/D)to provide all the features/functions of the legacy 50 pin cable harness,allowing selection of just the features needed,at reduced cost.If just standard functions are needed,only Cables A and C are needed.For Preemption,Cable B is needed.For General Purpose Input functions,Cable D is needed. Pam.-. This model also supports SDLC communication in TS1 and TS2 cabinets when a TS2 controller operating in TS2 mode,with an MooEr MMU,is utilized(there must be an MMU).If just PED Walk/Don't Walk interval information is communicated by SDLC,just 1" Cable C would be needed.If both PED interval information and call placements are communicated through SDLC,Cables A �.4 and C would not be needed.The included CABLE-C-LG is necessary to ensure proper grounding when using the iCCU-52 in - this BIU mode.Cables B and D would only be needed if Preemption or General Input functions are needed. ' M+"""m' i` U jf 5! The iCCU-S2 front panel includes a backlit LCD for displaying system status information.Front panel buttons are used during setup,placing test calls,and to enable Wi-Fi.All setup functions can be performed via Ethernet or Wi-Fi using a PC.Setup 1...........______ and cofiguration is also supported using an iPhone,iPad or Android device via Wi-Fi.In addition,configuration via Bluetooth�' is supported by pairing with any connected PBS using a PC with an iN-DGL(purchased separately),or iOS/Android mobile device.All of the connection options provide full access to setup and configuration options of both the iCCU-S2 and all © 01 ° connected PBSs.Polara provides free apps for Windows PCs(Windows 7+),iOS(9.0+)devices,and Android(5.0+)devices. Multiple configurations are supported,with the ability to change operational features based on time of day.General purpose inputs are available for options such as voice message on emergency vehicle preemption.The system has ' downloadable internal conflict monitoring and health log data capture that contains extensive status/fault reporting. Remote Monitoring can be done over Ethernet. - Optional SDLC: PN:iN2-SDLC-YCABLE for 4 ft"Y"cable(order separately if needed) PN:iN2-SDLC-CABLE for Straight Cable(order separately if needed) Ped Walk/Don't Walk Inputs(from load switches): 8.5 3.2 Optically isolated 80-150 Volts AC/DC,5 mA max. • ®� Ped Call Outputs(to traffic controller): Optically isolated 36 Volts AC/DC peak 300 mA Solid State Fused Contact Closure ^' PBS Power Output: ® ® J. Nominal 24 VDC,Short Circuit Protected-Auto Recovering • General Purpose Inputs: 6.3 000 MB J 1 a i• t • 10-36 Volt AC/DC peak,10 mA max,Optically Isolated Environmental: ® Operating:-34°C(30°F)to+74°C(+165°F)-LCD temperature range is limited to-20°C to+70°C Storage: -45°C(-50°F)to+85°C(+185°F) Warranty:3 year limited Dimensions are in inches. ' Doc.iCCU-S2-CutSheet Rev.A-25224 02/05/2020 www.polara.com L...7_ Washington State Department of Transportation Request for Ap roval of Material Contract Number FA Number SR Dale CAG-20.065 II Section 1 Me of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING 8 EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAM# 049B PE Use Be Item Material or Name and Location of Fabricator,Manufacturer or Pit Number Spectfcatien PEQPL Code Hegir.IQPL HQ Use No. ProducVType Reference Code 85 04 01 400t)P CL iKP STONEWAY rf 11 SEATTLE:12 BLACK RIVER; 6-02.3(2)A 14 HOUSER1, 2/ 10 as �I FINE WSDOT PIT 4 PS-B-335;PS-B-23I 9.03.1(2t 1 ASA AGGREGATE' r as.o4 a1 +COURSE WSDOT Prr e PS-a-335;PS-B-231 2.03 I(o) 1 ASA AGGREGATE CRS U4.d1 `EMENT'IYPE ASH GROVE,SEATTLE,WA 9-01 2(1)B 2525 a5.U4.01 CEMENT TYPE t.AFARGE,RICHMOND,BC -01 2(IiB 92525 RS 04.01 SLAG LAFARGGE,SEATTLE,WA 9-2 10 2530 85 04.41 ZYLA 630 GCP APPLIED,VANCOUVER,BC 9-23 6(2) 2250 GCP APPLIED,VANCOUVER,BC 85.04.01 RECOVER 9-23 6(5) 2250 Project Engineer/Representative Date Slate Materials Engineer/Representative Data 5/25/2022 'Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1 Acceptance Criteria:Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into project See Remarks. Acceptance Criteria:Mfg Cart of Compliance or'Acceptance prior to use of material. See Remarks. Acceptance Criteria:Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved Yes No ,4 Acceptance Criteria-Submit Shop Drawings for'Approval'prior to fabrication of material. 5 Acceptance Criteria:Only'Approved for Shipment,'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used 6. Acceptance Criteria Submit Certificate at Materials Origin to Project Engineer Office 7. Acceptance Criteria.Request Transmitted to State Materials Laboratory for Approval Action. 9. SOUrCe Approved' 9. Approval Withheld Submit samples for preliminary evaluation, e Approval Withheld: Mix not aproved from Plant#12 or#14. Combined Gradation doesn't meet Spec. 11 Miscellaneous Acceptance Cnt€na Remarks Rem Acceptance testingto include 28-daycompressive strength, gradation for fine, course Remarks P P 9 1 (HQ): and combined aggregate. Truck ticket shall include Cement/Slag Mill Test Report#and product name and dosage for ad-mixtures. This form shall be completed prior to submittal.If this form is net compete at bate of submittal It may be returned for Information that was omitted. DOT Fonn 350.071 Revised 0312071 Project Engineer Distribution Contractor amen 0nwauone Engineer Febncanon Ineeeollan Rapid,Materials Slate Melange Las Ma a73115 Phone (253) 383-5022 Fax (253) 272-5214 v ELECTRIC ODESSOMBEM Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -CONCRETE -STONEWAY RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-10 2207 Inter Ave,Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 10 Phone No: 253-841-4837 Date Sent : 5/24/2022 Fax No: 253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Status : Approved as Noted Return To Jane Romito Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes STONEWAY Please return submitted items by 5/31/2022. Signed By: "" Dated: 5/24/2022 Jane Romito Purchasing Agent Washington State. �; Department of Transportation Concrete Mix Design Contractor Submitted By Date Totem Electric. Adam Gaunt-.Stoneway.'Concrete: 05)24/2022 __ . Concrete Supplier . Planf'Location . .Stoneway Concrete Eask'Marginal t ay;Seattle J Contract,Number . Gontrabt-Name — __ _ City Of Renton___ This mix is to be used ki the fallowing Bid.Item'No(s): - Cancrete Class; Other-Define in Remarks Remarks class 400,0P Recycled Water to be used at 50%'unless.epedified at time of.order, extra Charges may apply. Mix Design No. ,CL4KP- plant NO. . Maleriais Source Plant., Type,,Ciass or Grade Sp.Gt. ,Lbs/oy Cement ._ - Ashgrove J Seattle,WA ASTM C'595 Type IL,(13) J 3.1• ' 600 J Fly a f1 F. C' Atkall'0/a.__ GGBFS(Slag)a Lafarge NA Seattle, WA, n i000 ,.n 120 2.87 181 J Concrete Admixtures Manufacturer Product Est:.Range - (oz/cy) Air Entrainment Water.Reducing Type A J GCP Applied Technologies Zyla 630 1-50 Water=Reducing and Retarding Type D J GCP Applied Technologies_ Recover J 1-50 Water(Maximum) 117. lbstcy. Is any of the water Recycled of'Reclaimed? 121 Yesd ❑,No 'Water Cementitious Ratio(Maximum) 0 40 - Mix bcsign Density(pcf),.147.8-_ __---- Design.Performance(Attach Test Bata) Average 28-day compressive strength(psi) 8630 J Average 14-day flexural strength{pal)(Concrete.Pavement Only). Concrete Chloride Ion Content(° by mass of cement) .0094 ❑Water Solubte LYJ Acid Soluble Agency Use Only(Check appropriate Box) - 0 This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above 0 This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections. RevieWed By: 5/25/2022 PE Signature Date DOT Form 350-040 Distribution:Original- Contractor Revised 01/2020 Copies To-State Materials Lab Structural Materials End.;Regidnal Materials Lab;Project Inspector . , ' . Mix Design No. CLAKP Plant No. 11 _ Aggregate Oradatitin Iz1AAsi-m5 0 Combined Nominal Maximum Size(in) 3/8 Aggregates I 2 3 4 5 Total' VV.-SbOt Source No.b _ 0435 B335 Source Expiration Date 03/0.91.26.. 03/99I25 ASR Expansion(ic)b Ej 14 Day 1:0 1 Year .93 .03 Is'10:44.0g091)!FiP*fred? NO.- N-0.- Stock Pile Grading c #8 Class 1 • • Percent of Total Aggregate _ 55 _ 45 . 100 Specific Gravity(SSD) 2',69 ' 2:66 11--ssid)--- - -- -- - 1611- : 1320 . 2931 Include Pertent NeSing for each ' aggregate component Include Total only ,Percent Passing Total for Combined Gradations . . _ ' 1601 --- :1-60-.-00 1 00-.00 _ . 10000 114 Trip," - loo.op ioo.00 1,00.90 I'indh 100.00 10000 ' 100.00 3/4 incti 100.00 / 1 pomp 100.00 _ _ _ _ _ 1/2:ilich _ _ _ , loo,00p 100.00‘i 100.00 IV _ _ _ _ 3/6 inch 92.00 V• 1 0.0MO --- :No,-.4 25.00 iCi0.004 58.76 ./ . NO.8 '2.00 , -Two.- 39.38 1.:oo NI 63,00 i 26.92,Vi No:30. _ 0:00 38.00N/ ' 1741 q No--.5---0 0.00 15.001 6,76\f‘, N6:lob 0.00 • 5.00 1 2.25 - • No.200 000 - 2.0.04 090 Fineness Modulus: (Required for Class 2 Sand) PropOsed ASR.Mitigation Method: Notes: a Fly ash or GGBFS is reqUired for Class 400op mix. b Enter date from WSDOTASA Database:ASR,Mitigation is required for sources with 14-day evansiOns-greater than 0.20%.:No Mitigation is required if the 1-year expansion is less then 0.04%.Proposed mitigation methods for I4-daYeipansions greater than' 0.45%reqUireASTM C 1567 tests,proving that the method is effeCtive.See WSDOT Standard Spebitication 6403.1. c Stockpile gradatlon:AASHTO No,467,57,67,7,8;MD&Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT Standard Specification 9-03.1. d Attach test results indicating Conformance to Standard SpeCificatibn 9-25.1. DOT Form*,o4o bistribution:Original- Contractor Revised 01/2020 Copies To-State Materials Lab.-Structural Materials End.;Regional Materiels tab;Project litspeCtor SI' Stoneway Concrete Date: 8f1212021 IV hero Duality Counts 9216 8dh AVENUE 5 SEATYLE,WA 98108 OF0ICE:(425)226-1000 FAX Mix Name: CL4KP Units: US PSI Strength and Strength Fit vs Maturity PSI #of Oce. Histogram for 28 Day Strength %/PSI 11000 11000 8.00 Mg . 0.05 7 10000 10000 7.00 0.04 9000 �"'~ 9000 6.00 � au 8000 , I 8000 5.00 ��■ 0.03 7000 g 7000 4.00 ■ . ■ 0.02 6000 6000 3.00 _� 0.02 �_ 5000 = 5000 2.00 ■_�MI �- 0.01 4000 4000 1.00 0.01 3000 3000 0.00 -• II' willill 0,00 0 200 400 600 800 1000 1200 1400 6000 7000 8000 9000 10000 11000 12000 Maturity Hours PSI 95%of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Avg Acc Accept Tests Slump Air Day Day Day Day Age Age 30 7,64 1.30 3650 5820 8630 9710 8630 28 Std ACI318 Dev Req'd 840 5450 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Mix Test Date Plant Slump Spread Air Strengths Number Number 3 Day 7 Day 28 Day 56 Day A CL4KP 374115 10/26/2015 11 Seat 8.00 5440 8690 9650 CL4KP 374236 10/30/2015 11 Seat 7.25 5470 8830 9990 CL4KP 374345 11/5/2015 11 Seat 8.00 5860 8480 9610 CL4KP 375763 11/20/2015 11 Seat 8.00 6100 9540 10220 CL4KP 375917 12/2/2015 11 Seat 8.00 5310 7800 9090 CL4KP 375970 12/3/2015 11 Seat 8.00 5660 9180 9850 CL4KP 376030 12/7/2015 11 Seat 8.00 5880 9000 9780 CL4KP EB34 11/15/2016 11 Seat 8.00 5810 8200 9530 CL4KP m717147900 10/4/2017 11 Seat 7.00 5960 9170 CL4KP M7171479 10/4/2017 11 Seat 9.00 5640 7840 CL4KP m717147900 10/5/2017 11 Seat 6.00 6380 9310 CL4KP rc354452 10/18/2017 11 Seat 4.25 6710 9550 CL4KP m717147900 11/19/2017 11 Seat 10.00 6300 8520 CL4KP 813282 12/18/2017 11 Seat 8.00 5300 8300 CL4KP 813625 12/19/2017 11 Seat 7.75 5830 9120 CL4KP 814774 12/22/2017 11 Seat 7.50 5060 8260 1992-2021 Quadrel,Inc. Page 17 Quadrel iService Ski DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Mix Test Date Plant Slump Spread Air Strengths Number Number 3 Day 7 Day 28 Day 56 D CL4KP m717147900 12/27/2017 11 Seat 6.50 8760 CL4KP m717147900 1/2/2018 11 Seat 8.00 5980 8860 CL4KP m717147900 1/18/2018 11 Seat 6.00 6160 9440 CL4KP m717147900 1/19/2018 11 Seat 8.50 6220 9090 CL4KP 823225 1/22/2018 11 Seat 7.50 5940 9020 CL4KP 09619110cr 4/8/2018 11 Seat 6.00 7400 9810 CL4KP 924149 11/5/2019 11 Seat 8.25 1 ,30 3650 4860 7630 CL4KP SF361 1/5/2020 11 Seat 7.50 7790 9640 CL4KP RC404574 1/8/2020 11 Seat 8.00 5210 7770 CL4KP RC404576 1/10/2020 11 Seat 8.25 4830 7530 CL4KP RC390188 1/13/2020 11 Seat 8.00 6850 9600 CL4KP rc390239 1/16/2020 11 Seat 8.00 6080 8730 CL4KP 1362055 1/22/2020 11 Seat 8.00 4340 6630 CL4KP RC396665 1/22/2020 11 Seat 8.00 4340 6630 1992.2021 Quadrat.lac Page 18 Quadrel i5ervice SM . , ii Wasiiington state Departmentci(TOr000.f.tatiiin Concrete Mix Design ., _. . .. .._ . . . . Contractor Submitted By Date Totem Electric Adams-aunt` -gtoriewa_y•Conotete. 0124/262Z _.. .. . .. beipfoptti 6-41:_il ler Plant Lo'cation _ StahOWay_donCrete_ Black River i l3entOn%/ , . ---- Contract1\110bel- ' Contract NP.R9 ' - - - - _ - . :bity,01.Rentori ___ . . . _ This mix is td,be used in thefolipl4ring tilci:Iterif N o(s): , _ cdndrete'ciass: Other,Define in'tkernai*s Remarks OlaiS 4000P iRecycled water to be c40d,46* unless specified at time of'order extra charges rmay apply • . _ Mix Design No.. CL410_ . _ _ . Plant No: 1.2 cepien!itlous sOurce p O plant type,Cia ' St , Prace Sp.Gr. 'LbS/cy __ _ MaterialS • ,/_. . . . , - 0e.meiit . __, Lafarge NA N/ , Ric-h'nfeh-d, 130 A .Trki1 C,50EtyPe 014 3.15- 1000 . . - . ._ . . ._ •. - Fly Ash a :fl F 0 C Alkali!)/0,- GGBFS(Slag)'? _ Lafarge NA" Seattle,wA._. 7 ioq. 71 120. , z.87 181 Est.Range Concrete Admixtures Manufacturer 'Product (Wel) Air Entrainment ., ./ _ -- . _ Water-Reducing Type A GI:'Applied'Technologies Zyla 630 `l 1-50 - Water2Reducingarid;RetthrdinhTOe'D GCRAPplied.Technologies„Recover V 1-50 Water(Maidfriurn) 312 lbs/cy Id any of•the wOtorl3s46101 or FtsOlaltnO? IZI Yesd 111\lo Water Cementitibus Ratio(Mairafiyi) 0 40 --- - ---- iMix Design'Density(pcf j47.1 _ . -....._..__ .. _ . . . Design Performance(Attach Test Data) Average. ii-daircOhniresSJAre Strength(psi) 79501 Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content Oa by mass-of cement) .0o94 0 Water Soluble Acid Soluble - - - . ... . _. - .AgenpiiIseo*iTdiieck appropriate Box) _ .., 0 This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid Items noted above 0 This Mix Design DOES NOT MEET ciphirgc.i.§POPINPAligN4 and is being returned for corrections Reviewed By: _ _ _ ._ 5/25/2022 __- _ _ -- -- PE signature . Date . . . DOT Form .6.0,(410 Distribution:-2rigleal- pohtrotOr Revised 01/2020 Copies To-Siete Materiels Lab-struCtural MaterialS Ene.;Regicher Materials Lab:,Project Inspector Acceptance testing will include Combined Gradation. Below Combined Gradation is out of spec on No.8&No.50 sieves. Mix Design No. CIAKP an o. 1 • Aggregate Gradation ©,AASHTO 0 Combined Nominal Maximum Size(In) 318 Aggregates' -_ 1 -�, _ _2 _ _ 3 4 5 Total . WSDOT-Source No•..b '6231 B231 Source Expiration pate'b. 02/01/23 , 02/01/23 ASR Expansion(%)b❑14 Day .01 Year ,:04 .04 Is ASR Mitigation'Requiired? -- NO NO - - - - - Siock'Pile Grading` #8 Class 1 ' Percent of Total Aggregate 53 47. . , 1:00 Specific Gravity(SSD) 2:69 2,60 Llislcy(ssd) - - -- — 1551_ -_ 1357 - 2908 Include Percent'Passing foreach aggregate component.Include Total,only Percent Passing Total for Combined Gradations, . .2 inch _ __ �10a:00. 100.00' . _.- " ' 100,00 1-1/2 inch ; 10000 100:00 ' 100,00- I.'Inch - 100:007 100.00- - - - _ 1.00.00 1/4 inch • 100,00 / _ 100.00 • '1,00,00 1/21nch 100:00 100.00 / 100.00 :318 inch 96.00 Y L 100'.00V 97:87 No,4 _ 1 E.00 i oo oo Req'd No.8 2.00 J 8,0.00 38.40)39-73 No.16 _ '1.00 J 59;00'1 28.07 No.SO 0.00 32.90 V — - 14:93 , No-50 0.00 '10.00 - 4.67 6-29- . Na, 100 0:00 2.00 0:9 No,200 _ 0.00, 1:00 J . ,. - 0.47 Fineness,,Moduius: (Required.for Class 2'Sand) Proposed ASR Mitigation Method: .Notes: a Fly ash or GGBFS is required for Class 4000P fnix. b .Enter data from WSDOT ASA Database.ASK Mitigation is required for sources with 14-day expansions greater thaln0:20%.No mitigation)s required If the 1-year expansion.is less than 0:04%;Proposed mitigation methods for 14�day expansions greater than 0,45%regUlfe ASTM C 1567 tests,proving that the method is effective.See WSDOT Standard Specification 9-03:1. c 'Stockpile gradation:AASHTO No.467,'57,67,7,.8;WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification,9-25.1. • •DOT Form 350-040 Distribution-Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector . . . , Ilk, __. VTAir 111/ashthaton State AI*r Department of V000.00i1000.4 -Concrete Mix Design , _-• ••• -_-. • • .• • - •Contractor Submitted By Pate Totem.Electric Adam Gabbt-Stobeway Concrete 05/241= O'cioret6:8.-uiip"lier ---- Plant Location NI Ston6WO.Cobbiete__ Houser Way,Renton. _ Contract Number '1 ' entract-Niatn.e ------ _ 1 CitY:,Of Rentdri..... .. ., _ This rnik to be used in the foilowirig Ski,item NO(S : . ._ _.. . ----- - Concrete Class: Other-,Define in Remarks Remarks Class 4000P 'gepycleci Water to be Used at 50%unless specified at time of order,extra charges may apply. Mix Pe$lgri NO: ,b1.,40 _ Ma No. 14 • -. - --- - -- - - - -- - --- ' .. . __ _ - -. _ Per! 3001!4 -- -- source Plant: Type,Class or Grade so:Gr. -LbS/Cy , telr.Oh _.__le.___:_7. — 1-afarg.0'Wk 13VOhm'ohtl,BC ASTM C 595 Type IL(15)- 3-,.,.15 600 i Fly,Aihl fl F n Alkali v. ___, . . . .. . . . .. . GqB08(Slag) Lafarge'NA . Seattle, 1/M,, 1711.0 :El izt,.i 2.87 181 . _ . . . Est.Renge. Concrete Admixtures 'Manufacturer . Product • (pzicY) ., :Air Ehtrainment - .N/ -- i .. Water-Reducing Type A GCP Applied Technologies ,Zyle 630 / 1-50 Water4kedUding and RetardingType D" 'GCP Applied Technologies ._. Recover 4 : 1-50 ._ . _ _. .. . - - vvOter(viakirouffi)ill , lbs/cy I .any of the water lecy06.0 or Ftealalrned? .0 Yesd 'Water CementittoLis Ratio Maximum). 0.40--- - - -- . ItilixiDesign bensitY,04 141.1 _ ._ .____• Design Performance(Attach Test pea) Average 28-day:c0Treiplesikie-Afetig1ii(psi) 79504 Average 14-day 600.4 strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) .0 094 Ei Water Soluble IZIAcid Soluble - -- - - --. . Agency Use OilistIblVe6i.apprOptiate Box) - nThis Mix Design,MEETSCONTRACTSPECIFICATIONS and,may be used on the bid Items noted above PE This Mix Design DOES NOT ME8T CONTRACT SPECIFICATIONS and is being returned for correction Reifiewgd By: -_ _ 5/25/2022 PE Signature Date DOT Form 350-040 DistrIbutioni'OrigInal- Contractor Revised 0112020 COPles To-State Materials Lab=Structural Materials Eng:;Regional Materials Lab;,Project Inspector Acceptance testing will include Combined Gradation. Below Combined Gradation is out of spec on No.8&No.50 sieves. Mix Design Na. CL4KP ant o, 1 Aggregate Gradation QAASHTO Q Combined Nominal Maximum Size.(In) 3/8\/ Aggregated, - _ -1 2 3 - �4 5 Total WSDOT Source No.b B231 8231 Source Expiration Date b 02/01/23 02/01/23 v ASR Expansion(%)b©14 Day 21_Year .04 .04 id ASR Mitigation Required? NO NO Stock Pile Grading a #8 Clasp 1 - - . Percent of Total Aggregate 53, 47 - - - 100 Specific Gravity(SSD) 2,69 2.60 _ Lbs/cy(ssd) 1551. 1357 2908' Include.Percent Passing for each aggregate component.Include Total only Percent Passing Total fur.Cornbined Gradations. 2 inch 100;00 -'100;00 100.00 1.112 inch 100.00 100.00 100:00 1 inch , 100,00 100..00 100:00 3/4 inch _ 100:00 _ 100.00 100q.0 1/2 inch 1,00,00� 1110.00_,I 10000_. 318 inch 96:00 J . 100.00' Y 97:87 No.4 16.00 '100:00. V .. _--_ Req'd No.8 2f00 -81100 .4 9- - � 8.40 39-73 No.16 1.00 J 59.00 Ni, 28.07 No.30, 0:00 , 32.00 J ' 14,93 No:50 - 0:00 10.0067/ 6-29 No.'100 ' 0.00 2.00 J 0.93 No,20.0 0,00 1.00 J . _ 0.47 Fineness Modulus: '(Required for Class 2 Sarid)' Proposed'ASR Mitigation Method: Notes: a Fly ash or'GGBFS is required for Class 4000P mix. b gnter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%,.No mitigation is required if the 1-year expansion is less than 0.04%0:Proposed mitigation,methods for 14-day'expansions greater than 0.45%require ASTM C 1567 tests.proving that the method is effective.See WSDOT Standard Specification 9-03.f. c Stockpile gradation:AASHTO No.4'67,57,67,7.8;WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT Standard Specification 9403.1. d Attach test results indicating confomlance to Standard Specification 9-25.1. DOT Form 3.60-040' Distribution:•Original- Contractor Revised 0112020 Copies To-State Materials Lab=Structural Materials Eng.;Regional Materials Lab:Proiecl Inspector Stone way Concrete Date: 8/12/2021 1Vhere Duaikv Counts 9216 8th AVENUE S SEATrLE,WA 98108 Off10E:(425)226-10IX1 FAX:0251228.4924 Mix Name: CL4KP Units: US PSI Strength and Strength Fit vs Maturity PSI #of Occ. Histogram for 28 Day Strength %/PSI 11000 11000 7.00 -- ��-- 0.05 10000 ; -= 10000 6.00 _- '� 0.04 9000 r - 9000 5.00 0.03 8000 - eaoo 4.00 Mot 0.03 7000 7000 3.00 BEIM 0.02 6000 6000 2.00 -■ , ■- 0.01 5000 5000 1.00 III- 0.01 4000 4000 0.00 -..alit 10.00 0 1000 2000 3000 4000 5000 6000 7000 5000 6000 7000 8000 9000 10000 11000 Maturity Hours PSI 95%of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Avg Acc Accept Tests Slump Air Day Day Day Day Age Age 30 7.35 2.20 5430 7950 9060 7950 28 Std AC1318 Dev Req'd 850 5490 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Mix Test Date Plant Slump Spread Air Strengths Number Number 3 Day 7 Day 28 Day 56 Day A CL4KP 376137 12/10/2015 14 Hous 7.50 5560 8220 9700 CL4KP 376141 12/11/2015 14 Hous 7.50 4040 7630 8260 CL4KP 376183 12/14/2015 14 Hous 7.50 5030 7300 8450 CL4KP 376219 12/15/2015 14 Hous 8.00 5190 7320 8400 CL4KP 389001 10/7/2016 14 Hous 6.00 5540 6610 CL4KP 390332 12/13/2016 14 Hous 7.00 6800 9870 10480 CL4KP m717134600 7/6/2017 14 Hous 8.00 4700 6620 CL4KP m717147900 10/10/2017 14 Hous 8.50 5670 8060 CL4KP m717147900 10/11/2017 14 Hous 7.50 6250 8540 CL4KP 749749 10/16/2017 14 Hous 9.50 6490 8760 CL4KP m717147900 11/15/2017 14 Hous 7.25 6630 8580 CL4KP m717147900 11/16/2017 14 Hous 6.50 5240 8000 CL4KP m717147900 12/28/2017 14 Hous 8.00 4990 8310 CL4KP m717147900 1/4/2018 14 Hous 6.00 6270 8570 CL4KP 1818201810 10/4/2018 14 Hous 5.25 2.20 6760 CL4KP 999773 7/16/2019 14 Hous 5.00 6100 8240 1992-2021 Quedrel,Inc. Page 21 Quadrel iService SM DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Mix Test Date Plant Slump Spread Air Strengths Number Number 3 Day 7 Day 28 Day 56 D CL4KP E238622 9/10/2019 14 Hous 7580 9200 CL4KP E238621 9/10/2019 14 Hous 8.00 5500 9390 CL4KP RC389815 1/6/2020 14 Hous 6.00 6400 9190 CL4KP RC404575 1/9/2020 14 Hous 7.50 5000 7730 CL4KP RC390242 1/14/2020 14 Hous 7.50 4870 7450 CL4KP RC390195 1/15/2020 14 Hous 8.00 4770 7200 CL4KP RC390241 1/17/2020 14 Hous 7.50 4690 7530 CL4KP RC396683 1/20/2020 14 Hous 7.50 5310 7730 CL4KP RC396684 1/21/2020 14 Hous 7.00 4920 7370 CL4KP RC396687 1/23/2020 14 Hous 7.50 4980 7480 CL4KP RC396689 1/24/2020 14 Hous 8.00 4330 7050 CL4KP RC396691 1/27/2020 14 Hous 7.50 5090 7510 CL4KP RC396693 1/28/2020 14 Hous 8.25 5060 7650 CL4KP RC396695 1/29/2020 14 Hous 8.00 4350 6570 1992-2021 Quadrel.Inc Page 22 Quadid iService SM • 6)4l2020 Aggregate Source Approval Report .iR4. o partmentTr of ansportation; WSDOT MATERIALS LAB. ,06/04/2020 Aggregate Source Approval Report Owner: Glacier Northwest Aggregate Source: PS-B-335 Lessee: Known as: DUPont Pit Located in: A part of Section 22 and 23 Section 23 T19N R1E County: Pierce Remarks: Mineral Agg.and Surfacing: Test Date: 02/25/2020 Expiration Date: 02/25/2025 Absorption:,0.75 Apparent Sp,G.:2.778 Bulk Sp.G.(SSD):2.741 'Bulk Sp.G:;2.721 Deg:76 LA:12 Remarks: Currently approved as a source of aggregate for: ATB Ballast 'BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 03/09/2020 Expiration Date: 03/09/2025 -ASR-14 Day: ASR-One Year 0.031 CCA Absorption:0.82 CCA Sp.O:2,701 Deg:61 FCA Absorption:1.48 FCA Organics:1 FCA Sp:G:2.665 IA:11 Remarks: 1-Year ASR Results Expire 02/01/2022 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap,Quarry Spells,Rock for Rock Wail, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: NOT Approved for: Quarry Spells Rlprap Rock for Erosion and Scour Protection https itwww.wsdotwa.gov/biz/mats/as&IASAReport.cfm?prefix=BBpit no=335 1/2 6/4/2020 Aggregate Source Approval Report. 'Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 02/25/2020 Expiration Date: 02/25/2025 Absorption:0.75 Apparent Sp.G.:2.778 Bulk Sp.G.(SSD):2.741 Bulk Sp.G.:2.721 Deg:76 ,LA:12 Remarks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 02/25/2020 Expiration Date: 02/25/2025 Bulk Sp.G.(SSD):2.741 Deg:76 LA:12 Remarks: For geosynthetic reinforcement, the gravel borrow shall be tested for pH prior to placement. For metallic reinforcement,the gravel borrow shall be tested for pH, resistivity,chlorides, and sulfates prior to placement.If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing may be required. Contact the Regional Materials Engineer or the State Geotechnlcal Engineer for direction. Currently Approved for: Gravel Borrow for Str Earth Walls ALL OTNER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.i6 Gravel Backfill for'Foundation Class B 9-03.12(i)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03,12(4) Gravel Backfill for•Dryweils 9-03:12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03,13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B https:liwww.wsdot.wa.govlbiz/matslasa/ASAReportcfm?prefix=B&pit no=335 2/2 4/2/2021 Aggregate SoUrce Approval Report, a WSDOT MATERIALS LAB 04/02/2021 Aggregate Source Approval Report Owner: Cava Materials Aggregate Source: PS-B-231 Lessee: Known as: Cava Materials Pit Located In: S 1/2 NW 1/4 Section 18.T20N RSE County; Pierce Remarks: MineraL.Agg.and Surfacing: Test Date: 04/27/2009 Expiration Date: 04/27/2014 Absorption: Apparent Sp,G.; Bulk Sp,G.(SSD):2.672 Buil(Sp.G.: Deg:76 LA:15 Remarks: NOT APPROVED AS A SOURCE OF AGGREGATE FOR: HMA Other Courses HMA Wearing Course ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed'Surfacfng Base Course Crushed Surfacing Key State Crushed Surfacing Top Course Gravel Backflll for Foundation Class A Maintenance RoCk Permeable Ballast Aggregates for Concrete: Test Date: 02/01/291B Expiration Date: 02/01/2023 ASR-14 Day;0.56 .ASR-One Year.0,04 CCA Absorption:1.18 CCA Sp.G:2.661 Deg:70 FCA Absorption:2.04 FCA Qrganics:1 FCA Sp:G:2.627 LA:12 Remarks: 1-Year ASR Results expire 12/19/2023 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap,quarry Spa11s,Rock for Rock Wall, Erosion:and Scour Protection: Test Date: Expiration.Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg; LA: Remarks: NOT Approved for: Quarry Spells Riprap Rock For Erosion and Scour Protection Rock for Rock Walls Stone g-27.3(6) Streambed Aggregates: Test Date: 02/01/201.8 Expiration Date; 02/01/2023 Absorption:1.18 Apparent Sp.,G::2.735 Bulk Sp.G.(SSD):2.681 Bulk Sp.G.:2.65 Deg:70 LA:12 https://www.wsdot.wa.gov/bizimats/asalASAReport.cfm?prefix-B&pit no=231 - 112 4/2/2021 Aggregate Source Approval IZepbrt. Remarks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date:92/01/2018 Expiration Date: 02/01/2023 .Bulk Sp.G.(SSD);2.681 Deg:70 LA:12 Remarks; For geosynthetic reinforcement, the gravel borrow shall betested for pH prior to placement. For metallic reinforcement,the gravel borrow shall be tested for pH,resistivity,chlorides,and sulfates prior to placement. If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing may be required. Contact the Regional Materials Engineer or the State Geotechnical Engineer for direction. Currently Approved for: Gravel Barrow far Sir Earth Walls ALL OTHER PIT RIJN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval Is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel.Base 9-03.10 Gravel Backfill for Foundation Class 13 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone-B.edding 9-03.12(3) Gravel Backfill for Drains-9.03.12(4) Gravel Backfill for Drywells Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.1.3(1) Grave! Borrow 9-03.14(1) Select,Borrow 9-03,14(2) Common Borrow 9-03.14(3) Native Material for Trench BackfIll 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B https://www.wsdot.wa.goulbiz/mats/asalASAReport.cfm?prefix=B&pit no=231 2/2 UN' asitington State rif31,10-m Tx.,Nrs crinrf o firm, August 13;2621 Qualified PrOdUtt ,Ust Contractor Product Information Contractor; REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC pate: 0.,13-21 Bid Item: A85.06.01 Manufacturer: Ash Grove Cement Company - Seattle, WA Product N• ainet Type IL(X) Blended Hydraulic ceinent standard Spec : 9-01,2(1)B, Concrete -:Blended Hydraulic Cement Product Destripticin : Blended Hydraulic Cement TOP ManufaCtureP by Ash Grove Cement Co. - Seattle Plant; Seattle WA. Per'WSDOT Standard Specification 9,01:, (4,)B, the value of (X) shall be a minimum of 5% and a maximum of 15%. PniclOct Restriction : Acceptance Code : 2525 Code Description : Acceptance based upon the cement Manufacturer's Mill Test Report number being ShoWil on each•concrete or:pi:Ricer's Certificate Of cOmOlience: Last Updated : Jan 29, 2021 To beCompieted by the field inspector: QUahtity: Verified Byt bate: • „ . . ASH GROVE CEMENT COMPANY ASH GROVE A cpi COMPANY it:WESTON kE6Ibilit 1181 I N.E First Street,Suite A310 Belle ,WA 98005 Saks Office:(425)688-0110 -TO Free: 1,80046654382 Tak: (05)688-0122 January 10,2022 Greg McKinnon StonOWAY Concrete 9216 8th Ave. S. Seattle,WA 98.108 Dear Greg: This letter is issued to certify that the cement We supply foryOur use is.in conformance with the requirements of ASTM C-150 far Typel, II and III cement We also certify that Our Type IL cement meets the requirements of ASTM C595 and AASHTO M240 for Blended Hydraulic Cetnetit , We further certify that our cement meets the requirements of the Washington DOT specification, FM, Corp. Of Briginters, and AASHTO M-85. Attached you will find our Mill Analysis. We further certify thatthis cement meets all the requirements of the"Buy America Act.” If you should have any questions regarding the use of or product, please feel free to contact the undersigned. Sincerely yetirs, cliej4/1 Dave Burg Technical Services Manager Attachment , . _-_---7--------------,---. ASH GROVE ---------,--Te. Oi C RH CO MPA NY . . . MAI Teti!,Report FiWit.. .Seattle' Cement TYpe,6t1L and IL(10) bate, ,. .19-Marr22 Production Period7•February 1;2022-February 28,2022 Portland Litmestone'Cement ' T tOrtificallcin No.'21322.;GUL7-02. .._ -STANDAND fiEQU1FitMEOTS, „ ASTM 1 e595io05Ki'faIles 1;2 arid 3 CSAA3001 Tables:3 and 6 for-9UL CHEMICAL :PHYSICAL CSA-PLII.- -IL-Spec: Test - • • - -OS'A GU_ IL Spec. Test !teen _ _ -Spec:Limit Limit,_ :Result Item _ - - Spec.Limit_Unlit, - .Result: A 18.9 •Alr conteht of Odder(vOltne%) f. •12.friaX .5 A1203(%) A A 4.4 BialritifineneW(CM3/0)9' 'A !i' . 4506 Fc2O3(ia) A A 3„2, %Passing 325 mash. 12 iniiir A 99.6 6i-0(%) A A 84.1 Ai:Maisie expinSion,(%) A ' i•O20!a 0,80 0,98 MgO(%). '9.0 max A 0,6 Compressive strengthiMpa(PSI) .mln: min: T , SO4(%)°, 3.d max 6.0 Mak 28 1 pay 4 A 1 ii ( 24,92). ... . , . Ignition lost eh) 10.0 ma . 10.0 Max :5.1 3 Days 14.5 13.0 28„9.( 4188 ): Na2O(%) A A 0.25 7 bays 20.0 20.0 i5.6.( :196) K20(%) , , 'A- A 9:35 28-Da YS 26.5 25.9 43.6 ( 6320), Eriiiivalen(alitellaS(%) A. A 0.48 Irfacilutile'reildtlii(%) A A 0. 7 tillie of setting(minutes) c02(,4) A A 4.2 Vicat Initial not less than 44 45 107 . ..._. LIMeitanct(%) >5 an•d, 15 >5 mid s16 9.6 Final:not more than 375 420 192 .C,aCP3 in Ilmestpric(%) 75 MIR ' -70 MIO .98 f •' ,.-, -. •' InOrdwilc processing idcliiion'(%)A 1,6 Max 9.2' 'd'iois mortar 11*expailsloh r(%)- e 0:0076 .,,._, . .... (BsOlaiisa DuSt). Sulfate resistance, Potential phide.corriposItIon(%)g C1012 6-month exp(%) -0.19 max 6.60 c# A A. 54 2$ A A 13 'Ciamant Density(Wore) A A, _3.07!1_, PA A A 6 P4AF A A 10 Meets ADTM C115T T,ypi MS c4,042,(q1A) A A 22 . C3S+:1,75(C3A) A A ANOt spilling* , Test result represents most'recent-value. °Adjusted per,C150 A1.0; °It Is permissible to exceed the trIax.EP3 provided the cement does not develop expansion exceeding 0,020%at 14 days by Method'Clog& 5116gPlre'd only If percent sO exceeds the limit in Tabli 1,'Ill Which case the Test Method.C1038 expansion shall not exceed 0.020%et14,daii. Finorness: 45inn sielie;-iniXIMOrn%"ritalriedk28. eThe Elaine fliteneSS ts being reported In trn2/g rather than r02/kg as darie.preiilous to 2022. , ADDITIONAL DATA Liniestorre Inaiterilc PiociMSing Addition . __ . -Type , - Baghouse Dust Amoont(%) 9,6 0.2 SIO2(%) . 0.8 15.7 A1203(%) II 9.4 Fe2O3(%) 01 1.8 Ca0-(%) 54,9 40.3 - S03•N ,o.i _ __ ___ _ -- __ ease Cement Phase COmPasItIOn -- - -b3s(%) ------- --. 60 PS(%) 14 C3A(%) 7 ,.C4AF(%). _ 11 .. _..„. . . We certify that the,above described cement,at the time of shipment;meets the cherniCal and physical MAtilterrients Of the ASTM C595/C595M-20 SpetiiiCation.and the psA A3001-18 Type GUL,sPecificatIcin. Signature:., .a14. -.1tr rile:, Interim Chief Chemist -J Trygve-prey --- 1.4Nfashington State rh-ir rsilLr.c.rritevnot-wsr:+.11; August 13,20,21 Qualified Prod ilef List Contractor Product Information Contractor: REED TRUCKING Contract No: C;:k0-26-60 Sub Contractor: TOTEM ELECTRIC bate: 08-13-21 Bid Item: A85.06.01 Manufacturer: Lafarge North America - Richmond, BC Product Name: Type IL(X) Blended Hydraulic Cement Standard Spec : 9-01.2(1)B, Concrete - Blended Hydraulic Cement Product bestriOtion : (AASI-ITO M240, ASTM C595) Blended hydraulic cement type IL(X): Manufactured in Richmond, British Colurnbia. Distributed from Seattle, WA. Pee.-WSDOT Standard Specification 9- 01,2(4.), the value of(X) shall be a'minimum of 5% and a niaicirilliM of 15% Product Restriction : Acceptance Code : 2525 Code Description : Acceptance based upon the cement Manufacturer's MITI Test Report number being thOwn on each concrete producer's certificate of compliance. Last Updated : Feb 3, 2016 To be completed by the field inspector: Quantity: Verified By: Date: LAFARGE NORTH AMERICA Cement January 2022 Dear Sirs, RE: Lafarge Cements Certificate of Compliance (2022) This is to certify that the Lafarge cements produced at Richmond BC and Exshaw AB Plants comply with ASTM C-150 and AASHTO M-95 for Types I, II, III and V. The Type IT(LX)(SX) cement produced at Seattle, WA comply with ASTM C-595 and AASHTO M-240 specifications. The Type IL(X) cement produced in Richmond BC and Exshaw AB comply with ASTM C-595 and AASHTO M-240 specifications and contain 5% recycled materials. NewCern (ground granulated blast furnace slag) meets ASTM C-989 and AASTHO M-302 specifications and is a 100%pre consumer recycled product. Centralia, Sundance fly ash and Kamloops Class N Pumice meet the specifications of ASTM C-618 and AASHTO M-295. Should you have any questions, please feel free to call me. Sincerely, Rob Shogren, MBA, PE, Ph.D. Technical Service Engineer Lafarge North America (206)-923-9953 WESTERN REGION 5400 West Marginal Way SW,Seattle,Washington 98106-1517 Office: 206.923.0098 or 800.477.0100 Fax: 206.923.0388 fLAFARGECr) CEMENT >41 _1 , l Cement Mill Test Report Month of Issue: MAY 2022 Plant: Richmond,British Columbia Product: Portland Cement Type IL(15)MS MIII Test Report# R-TIL-22-05 Manufactured: APRIL 2022 ASTM C595-21 Standard Requirements CHEMICAL ANALYSIS PHYSICAL ANALYSIS Item Spec limit Test Result Item Spec limit Test Result Rapid Method.X-Ray(C 114) Air content of mortar(%)(C 185) 12 max 5.0 S102(%) — 18.6 A1203(%) — 4.0 Blaine Fineness(m2ikg)(C 204) — 493 Fe203(%) — 3.0 CaO(%) — 62.8 Passing 325(%)(C 430) — 98.9 MgO(%) — 1.4 503(%) 3.0 max' 2.9 Autoclave expansion(%)(C 151) (-0.2-0.81 0.02 Loss on Ignition @ 950(%) 10.0 max 6.0 NaEq(Alkali)(%) — 0.50 Compressive strength(Mpe(PSI))(C 109) Insoluble residue(%) — 0.40 3 days 13.0 118901 min 31.0 4500 7 days 20.0[29001 min 36.6 5300 28 days(Reflects previous mono,•■dual 25.0[3620j min 44.4 6430 Time of setting(minutes) Adjusted Potential Phase Composition"' Vicat initial(C 191) 45-420 93 C3S (%) — 50 C2S(%) — 16 Mortar Bar Expansion(C 1038)e C3A (%) — 6 14 days.%max 0.020 max 0.005 C4AF (%) — 9 _ Cement Density(C186) 3.09 Sulphate Resistance C1012(Q3/2021) 0.091 'May osmosis 3.0v 303 maximum based on our C 103e restate ar<0 0211.ospanalon at 1e day.. "'Corrected by using ASTM Cekulatlon for Limestone Cement Cement meets ASTM C 1157 type MS We certify that the above described cement,at the lime of shipment,meets the chemical and physical requirements of: ASTM C 595-21&AASHTO M 240-21 STANDARD SPECIFICATIONS FOR TYPE IL(15),TYPE IL(15)MS CEMENT Cement complies with NSF 61 Certified By: Questions or enquiries can be directed to Rob Shogren Western BU-Richmond Rob Shaven,PhD �t 7911 Na 9 Rd Richmond.SC Lafarge-Technkal Director ea 7A4 4300 rr10o w Morainal way SW.scant WA Matt Cackle,P.Eng.,LEER AP BD4C P.1 Doe9239953 Technical Services Engineer C Rab.shogrentlllefarpehoklmeom 5/11/2022 i, ;;Washington Slate rinnnrtn-tnnt of Ten novir.rtnt;.+.-. August 13,2021 Qualified Product List Contractor Product Information Contractor; REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: A85.06.01 Manufacturer: Lafarge North America - Seattle, WA Product Name: NewCem Standard Spec : 9-23.10, Concrete Admix - Ground Granulated Blast Furnace Slag Product Description : Ground granulated blast furnace slag: Manufactured - Lafarge North America, Seattle, WA; Distributed from Seattle, WA, Pasco, WA, Spokane, WA, and Vancouver, WA. The primary raw materials are originated in Japan. Product Restriction ; Acceptance Code : 2530 Code Description : Acceptance shall be by receipt of a Manufacturer's Mill Test Report submitted with the concrete mix design. Last Updated : Jan 16, 2018 To be completed by the field inspector: Quantity: Verified By: Date: fLAFARGE Cement Test Report CEMENT Mill Test Report Number: SEA NEWCEM_May2022 YEAR: 2022 Month of Production: April PLANT: Seattle CEMENT TYPE: NewCem Grade 100 Reference Cement Slag Fineness by Air Permeability 348 Fineness by Air Permeability 424 (m2/kg;ASTM C204) (m2/kg;ASTM C204) Fineness by 45 pm(No.325)Sieve 1.9 Fineness by 45 pm(No.325)Sieve 7.2 (%retain;ASTM C430) (%retain;ASTM C430) Compressive Strength (ASTM C109/C109 M) i Min Limit Compressive Strength SAI Limit 7-day 5,450 - (ASTM C109/C109 M) SAI Min 28-day 6,340 5,000 28-day(Previous Month) 104 95 Actual Limits Total Alkalies(Na2O 4.0.658 K2O) 0.83 0.6-0.9 Specific Gravity 2.9 (%,ASTM C114) (Mg/m/;ASTM C188) Actual Max Limit Slag Air Content of Mortar 5.2 12 CHEMICAL ANALYSIS Percent (%,ASTM C185) Silica Dioxide(SI02 ASTM C114) 33.0 Ferric Oxide(Fe2O3.ASTM C114) 0.5 Sulfide Sulfur 0,8 2.5 Aluminum Oxide(A1203;ASTM C114) 12.7 (%S.ASTM C114) Calcium Oxide(CaO;ASTM C114) 41.6 Sulfur Trioxide(S03;ASTM C114) 5 Sulfate Ion 4.2 " Magnesium Oxide(MgO;ASTM C114) 5.7 (%as SO3,ASTM C114) Loss on Ignition(L.O.1.;ASTM C114) 0.84 Total Alkalies 0.43 Autoclave expansion 0.031 0.5 Inorganic Process Addition 6 (%,CSA A3004-85) Color Value L' 70.1 A Not Applicable, The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989,AASHTO M-302 for grade 100 Ground Granulated Blast Purace Slag(GGBFS)and and CSA A3001 Slag. Slag source is JFE Mineral Company in Kurashiki City,Japan- NewCem is ground and manufactured in Seattle,WA. 0 Certified by: Certified to Rob Shogren NSF/ANSI e1 Techincal Director Mey 2.2422 `Washington State rinn•artn�ont .�r-rrnncnnrtntinn August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: A85.06.01 Manufacturer: GCP Applied Technologies - Formerly W,R. Grace and Company Clearfield, UT Product Name: Zyla 630 Standard Spec : 9-23.6(2), Concrete Admixture - Type A - Water-Reducing Admixtures Product Description : Liquid normal range water reducing admixture for concrete: Type A Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Aug 20, 2019 To be completed by the field Inspector: Quantity: Verified By: Date: •ro uc pa a ee s , -- _ • d, pne• n •I• I ZYLA ® 630 Water-reducing admixture -- ASTM C494 Type A and D Product Description ZYLA® 630 water-reducing admixture is a proprietary formulation incorporating highly purified specialty organic chemicals. ZYLA® 630 promotes more complete hydration of Portland cement and has no effect on concrete air entrainment. The ZYLA®product line of water reducers is specially formulated to have a synergistic effect with polycarboxylate-based mid-range and high-range water reducers that improve flat-work finishability. This product contains no intentionally added chloride and as such is essentially chloride free. It is manufactured under rigid controls that provide uniform, predictable performance. ZYLA® 630 is supplied as a light brown, low viscosity liquid, and is ready-to-use as received. One gallon weighs approximately 9.1 lbs (1 1 kg/L). Product Advantages • No impact on concrete air content • Better control of water reduction and setting times as compared to traditional lignin-based water reducers • Synergistic performance of polycarboxylate-based mid-range and high-range water reducers,which includes water reduction,concrete strength and air control • In the hardened state, improves the compressive and flexural strengths at all ages of concrete versus traditional lignin-based water reducers Uses ZYLA®630 is used to produce concrete mixes with lower water content(typically 3%to 10%reduction), greater plasticity and higher compressive strengths.ZYLA®630 is suitable for normal weight and light weight concrete in ready-mix.precast and prestressed applications. Finishability The unique chemistry of ZYLA 8 63C positively impacts the finishability of concrete by providing a creamier and more homogenous texture,with more uniform bleed rate relative to traditional lignin-based water reducers The influence of ZYLA® 630 on the finishability of lean mixes has been particularly noticeable. Floating and troweling, by machine or hand, imparts a smooth, close tolerance surface. Page I of 3 (+J.:•_I�� ,.1 �1�'" wisp gcp Addition Rates The addition rate range of 3 to 5 fl oz/100 lbs (195 to 325 mL/ 1C0 kg) of cement or cementitious is typical for most applications. However addition rates of 2 to 7 fl oz/100 lbs(130 to 455 mL/100 kg)of cement or cementitious may be used if local testing shows acceptable performance. Pretesting is required to determine the appropriate addition rate for desired performance.The optimum addition rate depends on the other concrete mixture components,job conditions,and desired performance characteristics. Compatibility with Other Admixtures and Batch Sequencing ZYLA® 63C is compatible with most GCP admixtures as long as they are added separately to the concrete mix, usually through the water holding tank discharge line In general, it is recommended that ZYLA®630 be added to the concrete mix near the end of the batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance.Please see GCP Technical Bulletin TB- 0110,Admixture Dispenser Discharge Line Location and Sequencing for Concrete 8atching Operations for further recommendations. Pretesting of the concrete mix should be performed before use, as conditions and materials change in order to assure compatibility,and to optimize dosage rates, addition times in the batch sequencing and concrete performance. For concrete that requires air entrainment, the use of an ASTM C260 air-entraining agent (such as DARAVAIR®or DARER®product lines)is recommended to provide suitable air void parameters for freeze-thaw resistance. Please consult your GCP Applied Technologies representative for guidance. Packaging & Handling ZYLA® 630 is available in bulk,delivered by metered tank trucks,in totes, and in drums. ZYLA®630 will freeze at about 28°F (-2°C). but will be completely uniform after thawing and thorough agitation. Dispensing Equipment A complete line of accurate, automatic dispensing equipment is available. ZYLA ® 63C may be introduced to the mix through the water holding tank discharge line. The ZYLA®product line is formulated to be free of sediment. Specifications Concrete shall be designed in accordance with Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. The water-reducing admixture shall be ZYLA®63C, as manufactured by GCP Applied Technologies, or equal. The admixture shall not contain calcium chloride as a functional ingredient. ZYLA®630 will not promote corrosion of reinforcing steel embedded in concrete.It shall be used in strict accordance with the manufacturers'recommendations The admixture shall comply with ASTM Designation C494, Type A and D water-reducing admixtures. Certification of compliance shall be made available on request. Page 2 of 3 rosuc Da alE'C' , gcp applied technologies The admixture shall be delivered as a ready-to-use liquid product and shall require no mixing at the batching plant or job site. gcpat.com I North America Customer Service -1 877-4AD-MIX1 (1 877-423-6491) We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate,and is offered for consideration,investigation and verification by the user,but we do riot warrant the results to be obtained Please read all statements,recommendations,and suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation,or suggestion is intended for any use that would infringe any patent,copyright,or other third party right. ZYLA.DARAVAIR,and DAREX are trademarks,which may be registered in the United States and/or other countries,of GCP Applied Technologies Inc.This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. e Copyright 2018 GCP Applied Technologies Inc. All rights reserved_GCP Applied Technologies Inc..62 Whittemore Avenue,Cambridge,MA 02140 USA.In Canada,294 Clements Road.West,Ajax,Ontario,Canada L1S 3C6. This document is only current as of the last updated date stated below and is valid only for use in the United States.It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use Additional literature such as Contractor Manuals,Technical Bulletins,Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.com.Information found on other websites must not be relied upon,as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information,please contact GCP Customer Service. Last Updated:2018-08-24 gcpat.com/solutions/products/zyla-water-reducing-admixtures/zyla-630 • applied technologies Page 3 of 3 ,,Washington State ilnnortr. nr a+'Trn»w+nrtotir... August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: A85.06.01 Manufacturer: GCP Applied Technologies - Formerly W.R. Grace and Company_ Clearfield, UT Product Name: Recover Standard Spec : 9-23.6(5), Concrete Admixture - Type D - Water-Reducing and Retarding Admixtures Product Description : Liquid water reducing/set retarding admixture for concrete: Type D Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Aug 20, 2019 To be completed by the field inspector: Quantity: Verified By: Date: • "roluW Oa a ee S , gcp applied techn��i ne_ RECOVER Hydration stabilizer ASTM C494 Type B and D Product Description RECOVER®is a ready-to-use aqueous solution of chemical compounds specifically designed to stabilize the hydration of Portland cement concretes. The ingredients are factory pre-mixed in exact proportions under strict quality control to provide uniform results One gallon weighs approximately 9 6 lbs (1.15 kg/L). Product Advantages • Eliminates the need to discharge wash water from the mixer • Prevents the waste of unused concrete • Provides predictable extended set for continuous placement on mass concrete and tremie projects,or on long hauls to remote sites Uses RECOVER®is used to stabilize mixer wash water and returned or leftover concrete for extended periods, allowing for use of the materials when specified or allowed. It is also used where controlled extended set of concrete is needed It is the concrete user's responsibility to determine if leftover, returned or extended-set concrete is specified or allowed. Wash Water For wash water applications, RECOVER®is used to eliminate the need to discharge wash water from the mixer. This allows the wash water to be used as mix water in the next batch of concrete produced and prevents the residual plastic concrete from hardening. Stabilization of up to 96 hours is possible depending on dosage rate. Returned Concrete For returned or leftover concrete, RECOVER ®is used to prevent plastic concrete from reaching initial set. This allows the concrete to be stored in a plastic state and then used when specified or allowed. The use of this concrete may require the addition of freshly batched concrete and/or an accelerator such as DARACCEL or POLARSET® Stabilization of concrete for up to 96 hours is possible depending on dosage rate. Use prevents the waste of unused concrete. Set Time Control RECOVER®is also used in situations where a controlled set time extension Is required. Examples include extended hauls, large continuous pours or pre-balching of concrete for later use. Page Iof3 f ocuc. Lata 7,4071 gcp I,- }. Addition Rates Addition rates of RECOVER®for wash water range from 6 to 128 fl oz (180 to 3800 mL) per treatment. The amount used will depend on the specific materials involved, mixer type and stabilization period. Addition rates for returned or leftover concrete will range from 3 to 128 fl oz/1CO lbs(195 to 8350 mL/100 kg)of cement, The amount used will depend on the specific materials involved, concrete age, temperature conditions and stabilization period. For applications requinng set time extensions well in excess of 4 hours, RECOVER®may be used at addition ranges from 5 to 50 oz/100 lbs (325 to 3260 mL/100 kg) of cement. For use as a traditional ASTM Type B or D retarder, RECOVER®may be used at addition rates of 2 to 6 oz/1 CO lbs (13C to 390 mL/100 kg)of cement. Proper dosage rate selection can only be achieved through pretesting. Consult your local GCP Applied Technologies admixture representative. Compatibility with Other Admixtures and Batch Sequencing RECOVER®is compatible with most GCP admixtures as long as it is added separately to the concrete mix, usually through the water holding tank discharge line. In general, it is recommended that RECOVER®be added to the concrete mix near the end of the batch sequence For optimum performance. Different sequencing may be used if local testing shows better performance. Please see GCP Technical Bulletin TB- 0110,Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operations for further recommendations. Pretesting of the concrete mix should be performed before use, as conditions and materials change in order to ensure compatibility,and to optimize dosage rates, addition times in the batch sequencing and concrete performance. For concrete that requires air entrainment, the use of an ASTM C260 air entraining agent (such as Daravair®or Darex®product lines) is recommended to provide suitable air void parameters for freeze-thaw resistance. Please consult your GCP Applied Technologies representative for guidance. Packaging & Handling RECOVER®is available in bulk, delivered by metered tank trucks, totes and drums. RECOVER®will freeze, but will return to full effectiveness after thawing and thorough mechanical agitation. Performance RECOVER®stabilizes the hydration process of Portland cement preventing it from reaching initial set. This stabilization is not permanent and is controlled by dosage rate. For wash water, the RECOVER® treated water is mixed or sprayed in a specific manner to thoroughly coat the interior of the mixer The water is used as mix water in the next batch of concrete produced,which then scours the unhardened material from the interior of the mixer. Stabilization of returned or leftover concrete with RECOVER®maintains the plasticity of the concrete for the desired storage duration. This stabilized concrete then resumes normal hydration when the RECOVER®dosage effects subside,or when it is activated by the addition of fresh concrete and/or an accelerator. The result can be concrete with normal plastic and hardened properties. Pape J of 3 rosuc a a . ee ` �4�-' gcp applied technologies Dispensing Equipment A complete line of GCP dispensing equipment is available for RECOVER®.This indudes the Reach 360TM System which uses an innovative spray wand technology to simplify wash water procedures. gcpat.com I North America Customer Service: 1 871-4AD-MIX1 (1 877-423-6491) We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate,and is offered for consideration.investigation and verification by the user,but we do not warrant the results to be obtained.Please read all statements,recommendations,and suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us No statement,recommendation,or suggestion is intended for any use that would infringe any patent,copyright,or other third party right. RECOVER,DARACCEL.POLARSET,DARAVAIR and DAREX are trademarks,which may be registered in the United States and/or other countries,of GCP Applied Technologies Inc.This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. 0 Copyright 2018 GCP Applied Technologies Inc All rights reserved GCP Applied Technologies Inc..62 Whittemore Avenue.Cambridge.MA 02140 USA. In Canada.294 Clements Road,West.Ajax,Ontario,Canada L1 S 3C6. This document is only current as of the last updated date stated below and is valid only for use in the United States.It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use.Additional literature such as Contractor Manuals,Technical Bulletins.Detail Drawings and detailing recommendations and other relevant documents are also available on www,gcpat.com Information found on other websites must not be relied upon,as they may not be up-to-date or applicable to the conditions In your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information,please contact GCP Customer Service Last Updated:2018-08-24 gcpat,com/soirtions/products/reco„er applied technologies Wage 3 or 3 National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Seattle Plant, Seattle, WA Stoneway Concrete has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of ?Geri `''' ' terials, Aggregate, Water, and Chemical Admixtures G..„ • co Ur CI f2L-11 X) • Signature of Licensed Professional Engineer Ip 4 741• L1 CC ' , 1 TIO 4 August 18, 2020 October 17, 2022 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correc on tly any deficiencies which develop.Ai I �J./i/ •a i W/ f G�3 ie Cif e Signature of Company Official Title of Company Official NOTICE:The Check List indicates only hat plant fadlities are satisfactory for the production of concrete when property operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities,0C3.Unauthorized reproduction or misuse of this certificate may result In legal action. Plant ID#:801273 Certification ID#:26403 © 1965, 1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,!Suite 250 • Alexandria •Virginia 22314 • National Ready Mixed Concrete Association qr Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Houser Plant, Renton, WA Stoneway Concrete has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials,Aggregate, Water, and Chemical Admixtures J' --a 490t G.Sit ,of vusArzt,N , tic r )p -1/2 d�-tif ' A -1-"\ • q i--"Ni—,...--Th_ Signature of Licensed Professional Engineer ��*ti August 18, 2020 October 17, 2022 . -_, Inspection Date Certification Expiration Date N -. This company will maintain these facilities in compliance with the Check List requirements and will correct o tly any deficiencies which develop. 4. .a____ az.,,,,7te,-- 6Z, ?/,),....._5 ilegir't Signature of Company Official Title of Company Official NOTICE:The Check list indicates only that plant facilities are satisfactory for the production of concrete when property operated. Conformance of the concrete itself with specification requirements must be verified by usual Inspection methods In accordance with sales agreements. This certificate Is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requiremsnts'of the NRMCA Certification of Ready Mixed Concrete Production Facilities,QC3.Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#:802812 Certification ID#:26402 d 1965,1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250 •Alexandria •Virginia 22314 r r — . National Ready Mixed Concrete Association 'Tr Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Black River Plant, Renton, WA Stoneway Concrete has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures l a.81 Ale to J 4 Signature of Licensed Professional Engineer 131 i'r„s 4 October 06, 2021 December 23, 2023 ree 'Al hE E..• Inspection Dare Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct p mptly any deficiencies which develop. a,e,e,ii- a' 'ae-cit--- ///,(6.e.,....-4 5,7;4 e ier 6 ' Signature of Company Official Title of Company Official NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods In accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities,QC3.Unauthorized reproduction or Plant ID#: 815484 Certification ID#:28155 1965,1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250•Alexandria•Virginia 22314 1. I Washington State Igr /� Department of Transportation Request for Ap roval of Material Contract Number FA Number SR Date CAG•20-065 Section 1 Tife of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING 8 EXCAVATING INC TOTEM ELECTRIC For WSDOT Use Only RAM# 089 PE Use BW Item Malellal or Name and Location of Fabricator,Manufacturer or Pit Number Specification PEIOPI Code Hdglr/OKl HO Use No. Product/Type Reference Crde 85.06.01 4000P 04432F MILES#202 PACIFIC;203 KENT 6-02 3(2)A 1, 2 FIN85.06.01 AGGREGATE PIT#PS•B-329 9-03.1(2) 1, ASA AGGREGATE 85.06.01 COURSE WSDOT PIT#PS-B-329 9-03.1(4) 1, ASA AGGREGATE 85.06,01 CEMENT TYPE ASH GROVE,SEATTLE.WA 9-01.2(I) 2525 VII 85.06.01 FLY ASH LAFARGE,SEATTLE,WA 9.23.9 2545 85.06.01 MASTERSET )BASF.CLEVELAND,OK r DELVO 21.6(3) 2250 85 06 01 MASTERPOLY BASF.CLEVELAND OK, 9-,Z3.6(2} HEED 997 2250 Project Engineer/Representative /' Date State Materials Engineer/Representative Date 4- L 4/4/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 8 Acceptance Criteria Acceptance based upon`Satisfactory'Test Report for samples of materials to be incorporated into protect Acceptance Criteria Mfg Cert.of Compliance for'Acceptance prior to use of material See Remarks 3. Acceptance Criteria Catalog Cuts for'Acceptance prior to use of material.Catalog Cut Approved Yes No 4 Acceptance Criteria Submit Shop Drawings for'Approval'prior to fabncation of material 5 Acceptance Criteria:Only'Approved for Shipment.'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used 6 Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria Request Transmitted to Slate Matenais Laboratory for Approval Action B Source Approved. 9. Approval Withheld Submit samples for preliminary evaluation. 10 Approval Withheld: 11 Miscellaneous Acceptance Criteria Remarks (PE) Remarks Concrete delivery ticket shall show Mill Test Report number for Cement/Slag I(HO) and ad-mixture product name and dosage. l This form shall be completed prior to submittal.If this form is not compete at time of submittal it may be returned for information that was omitted. DOT Form 350 071 Havisad 0312021 Proiecf Engineer Dtslnbutlon Conurxior Rerrion Operaione knpineor Pebrxepon inspection Regan MAlenars Stare Matenais Lab.MS 47385 Phone (253) 383-5022 (°7 ,7; Fax(253) 272-5214 ELECTRIC aniztortmmi Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -MILES To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-14 2207 Inter Ave,Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 14 Phone No:253-841-4837 Date Sent : 4/1/2022 Fax No: 253-841-4816 Type : Original Submittal tarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Status : Pending Return To Jane Romito Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes MILES 4000P Please return submitted items by 4/8/2022. Signed By: , Viz- ' Dated: 4/1/2022 Jane Romito Purchasing Agent • 4111k. Wasitington'state Department of Transportation: Concrete Mix Design Contrractor-' - "' Submitted B'y i I Date _ .. _-- _ Totem!Electric '`3-31-2022: •Concrete`Supplier Plant t_o�.a`ttora i • Mikesnd.S,Graveti _ .'Pacific,!!Kent Cantr:act'Nun,ber' - ''Contract Name • — Quvail.Ave.NE. - - Thisaniiz is td=beiused,ii the following BidItetri No fsp ._.___ , _ _ concrete Glass:.,40'OOP' .Cari'tie,tiled:as,a000p 'Mix.Design,N_o:;'04'4.32 - - ;Plant-1No;,.202 21'0 � . CemgntiRibus - ' -- —_ _A{.. _ _ �_:__�-_ _. - - - -. ... Source Pie4i Type;:Class,:or Grade Sp..Gr- Lbslcy ,'Cement.•_, -!A'shGrove� , Beattie:- . _-_.�_'-ASTM,C.:150,Type til:--- '316, ,560 Fly AsFi'a - -_-. — n t=- '[]C` Alkalt a — 4 • �� GGBFS,(Slag)a __ - . 1 `1'00; 120 Other +Lafarge Seattle ASTM\G-1691:8S'CM' 2.78• 104 • _ ,. >� +Concret®;Adtniztures Manufacturer Product 1 'st.Raage AirEn tralnment, - _i .- i Water- educing T pe A, _ _ - ^ABASE. MasterPolyheetl,'997 . 1!7.-•S0 . Water-Reducii g'and:Retarding'T�iper_D' -.,BASF- -MasterSet�Delvo . 10--�80: Water-,011 x 001),"?g?''___ - _ .•1b5(c'y 'is anyofythe•WaW FRecycled;or ReclalmedT!'D Yes, .DNd Water,`Ceh titioilsIRatio'(Maxinium) 644__ - iMixDest)ibeinsity-,tpcfj•�.148,6'-- . - - Design Performance_(AttachTestData) -_ - Average10-day,'compresstve's'trength,(ps4 7950 ' Average:)4-day fiekural strength(psi)(Concrete Pavement Only) Concrete Chloride for;Content'(%by mass of Cement)••0.027 ,QSWater Soluble 10 Acld Soluble '•4gency-Use Oilift Gtteck.app�r"opnate,Box}, �� 0 This Mix Design MEETS;CONTRACT SPECiFIGAT1ONS,and.may'be used,ori the bid items•noted:above u This Mix Design DOES.NOT MEET CONTRACT SPECIFICATIONS and is;being tetutried for;corrections Reviewed By _ _ry 4/4/2022_ • _ . _ _ ,PE`Sirioture•. — Date DOT•Form 350=040. Distribution Original- Contractor 'Revised t)112020 'C,opies To-State.Materiais'L-ab=Structu'(al Materiels Eng.;Regional Materials Lab;,Puoject Inspector° Mix Design No. 0443E Plant No . 02,L,108. . . . Aggregate Codaiion. 0 AAS.H,TP.. El 'Ocirxii)kvici NO qiil modep 9(0.•Sfe.(10 •Ei;R.:, - : - Aggregates -, 1.1 ,O; ; 1 - 4 1 •;$, . 001! - ka ,,,, • ,..,,,.. VMDOISOuretsici;.'s's_ _ ---------- 1 ,/- '§ .84, 13-329 • ' _ -- --- , Source 0, Expiration Date . : 'Cie-2023' '06.72923 ., . . , • • _ • 1 • — .. ___.• _ . , . _ . „ . MR E*5:6ii.011660400 14 bei ''LIS Year ' 902' 0i00 .. .__ _ _ Is AR Miti§ brtAeiiife0• NO ,NO a _ , . _ _._._ . . . , Stock Otte Orailliiic'—. .8.: , CLASS _7i , Perebt el Total Aggregate• C1' ,, . silecitic Gravitylstoy 2'487 i 265, 41ii/4Y( id) _1750 !1340. 3090'. ' include Percent Pastifiitar each aggregate OOnvOnisint.Include Total only Percent Passing Total for Combined Gradations ' ' _ . _ jiii4f ,. - 10,0001 100,00: ,, . : 100.00-__ '1:Aik it14.1:- - ioct,A, '7 1 Ocii-00, __',_ ---- - : - - 100:091.- - ,_. ... .. _ 1 _ _ i 4.41cfi, —'1.0.0;00 i- 10;90 •' ._ 400:00 !3/4 ir0 100;001 10000' _ (1000 1 -, 4/2 iriCh .----- ., ico.o,1 , ,tmcio. -,$iain'iti - ,900. i 40000 . 8748'..V No 4. 1340' 1 " 980 1 N .t '0:30 ,/ 84.20 . ' 31668:,/ kg.1.6, - 010 i :68;00 1 .129A5/ .NO:..,30, ------- ,0.10 ' 4T-PP:, 2,00,1 ' . No .. ,P.1P .. ?2:43-911 ._. .., , :. - ;99,4,1 . _ : Ne..1 00_ 0.10' 5.1,0 1 ._._ 2:..27 1 140,200• 0:10- 1.10 ,/--_: ' '019'1 ' ._ _. 01'min:es§MOd;dILIS: 2.75 (14equtte;d;far Class 2 Saoci), 'Propbqe0M131vtitigOtiori,14thot None Notes:- a, Fiy ash or GGBFS is r000teOtor'cla$s 4009Rnilx. 'S triter data from V.V$CiOT:AA_DelabaSei:ASR.,,MitygEitiertit required for sources With 144ay,expoili*ii....qater.tti,ailtt:gc*,No. iiijti4i1O4**,rqi,iiie,dir the 1:year-eitliallsliin,ls less than 4:04%,,,PrOpose4mitiaa000 methods for 14-day expansions greater than: 0.45%requite AST401.567,tests proving1hat the nietheitjs'effeetiVe,See iApp:OrttAnciard S.peo1ficittkri.9413,1'. c StpckpiO;gtagOon:Aiiis-H-to Op.,40;57,EY...I,8r W.Olcirt"ciessli,4.10004,.or combined gradation stoqlipilee sitle4..P,*'INSticit' miridord'tp4ikof0i;§'„i*:i; 0. .Attadif Nig resUJts1ñd-gong 00-nforrfititic.“9 tten0erO§'.00areetteri 9.451. DOT Farm•$56-040 • DISirliiutloil:Original- ,Caritraater, Revised 01/2Q20.. • Copies To-State,Materials•Lab,,'.Structurel Materials Eng.;Riajibnal Materials LAII.O;Projklat Iiii006i ViiiOP1iCL 153.833 3705 FAX:2.53.833.3744 400 Valley Ave NE MILES PUy:illup.WA 96372.,7-516 SAND & GRAVEL Concrete Cylinder Report Concrete Mix ID: 04432F ACI 318 Performance Approval Spec'd Strength: 5,000 Modification Factor. 1.000 Number of Tests: 30 Standard Deviation: 1019 Average Ronge(PS1): 562 Fcr=Fc+1.34(s): 6,366 Standard Deviation 1,019 Fcr=Fc+2.33(s)-500: 6,875 Coefficient of Variation,V: 10.5% Within-Test Std Dev(PS1). 498 Within-Test Coeff of Var 5.1% Average 6.78 0.0% 67 34 6,010 7,950 Batch-to-Batch Std Dev(P51): 889 1 max: 9.00 0.0% 75 70 7,330 9,710 Batch-to-Botch Caeff of Var 9.2% min: 4.00 0.0% 5b' (I 3,890 5,870 Date Slump Air CT AT 7 Day 28 Day 1 11/18/20 5.00 66 50 6,130 8,600 2 11/18/20 5 00 66 50 6,130 8,600 3 11/16/20 4.25 '63 47 7,150 9,710 4 11/16/20 4.25 63 47 7,150 9,710 1 06/09/20 440 67 54 3,890 7,240 6 02/05/20 5.00 67 41 6,890 9,630 7 12/18/19 8.50 66 45 5,120 7,010 8 10/30/19 4.00 68 58 6,220 6,860 9 10/30/19 4.00 68 58 6,220 8,190 10 09/30/19 8.00 58 42 5,960 8,280 11 08/15/19 7,50 62 36 6,340 8,230 12 , 08/15/19 7.75 60 36 5,850 7,900 13 08/15/19 7.50 59 37 5,680 7,350 14 08/14/19 8.00 64 37 4,100 5,870 15 08/14/19 8.00 64 36 4,150 6,000 16 08/14/19 7.75 65 36 5,460 7,270 17 08/14/19 7.50 65 36 5,160 7,130 18 06/05/19 7.00 75 70 7,990 19 06/05/19 7.00 75 70 7,250 20 05/31/19 7.00 70 70 7,770 21 05/31/19 7.00 70 70 7,250 22 09/13/18 8.25 74 5,560 7,450 23 09/13/18 8.50 74 4,780 6,690 24 04/20/18 8.25 73 6,900 8,580 25 04/20/18 7.75 71 6,650 8,150 16 04/03/18 4.00 61 6,990 8,940 27 03/26/18 9.00 74 6,710 8,920 28 03/26/18 7.50 75 7,060 9,170 29 03/10/18 8.00 67 6,550 7,850 30 03/10/18 8.25 68 7,330 9,000 Miles Sand & Gravel Company WWW.MILFS.ROCKS BASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer/Plant: Comments: Mix ID/Number: 04432F Application: AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (Ib/yd3) (%by Mass) (Ib/yd3) CEMENT 560 0.0050 0.0280 FLY ASH 100 0.0010 0.0010 SILICA FUME(RHEOMAC SF 100) SLAG CEMENT FINE AGGREGATE 1370 0.007 0.0959 COARSE AGGREGATE#1 1750 0.0050 0.0875 COARSE AGGREGATE#2 0 0.0050 WATER 290 10 (ppm) 0.0029 CHLORIDE ION ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (Ib/yd3) AIR-ENTRAINER: (fl oz/cwt) ACCELERATOR I (II oz/cwt) RETARDER: DELVO STABILIZER 6.0 (fl oz/cwt) 0.0055 WATER REDUCER: (fl oz/cwt) MID-RANGE WR: POLYHEED 997 3.0 (fl oz/cwt) 0.0025 HIGH-RANGE WR: (fl oz/cwt) WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER: (fl oz/cwt) ASR INHIBITOR: (gal/yd3) CORROSION INHIBITOR: (gal/yd3) SHRINKAGE REDUCER (gal/yd3) COLOR: (Ib/cwt) WATERPROOFING: (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) = 0.223 CHLORIDE ION CONTENT(%of Concrete) = 0.005 W-S CHLORIDE ION CONTENT(%of Cement) = 0.032 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) = 0.027 Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=B&pi... WSDOT MATERIALS LAB 04/04/2022 Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-329 V Lessee: Known as: Miles Canyon Road Pit Located in: E1/2SE1/4SE1/4,E3/8NE1/4SE1/4 Section 24 T20N R3E County: Pierce Address: Remarks: Mineral Agg.and Surfacing: Test Date: 09/19/2019 Expiration Date: 09/19/2024 Absorption:1.14 Apparent Sp.G.:2.746 Bulk Sp.G.(SSD):2.693 Bulk Sp.G.:2.663 Deg:68 LA:15 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed,Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date:.06/20/2018 Expiration Date:06/20/2023 ASR-14 Day:0.51 ASR-One Year:0.04 CCA Absorption:1.02 CCA Sp:G:2.69 Deg:72 FCAAbsorption:2.04 FCAOrganics:1 FCASp.G:2.641 LA:11 Remarks: 1-Year ASR Results expire 05/28/2024-ZK Currently approved for: / V Coarse Concrete Aggregates "Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap,Quarry Spa1Ls,Rock for Rock Wall,Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: 1 of 2 4/4/2022,9:36 AM Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=B&pi... NOT Approved for: Quarry Spalls Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 09/19/2019 Expiration Date: 09/19/2024 Absorption:1.14 Apparent Sp.G.:2.746 Bulk Sp.G.(SSD):2.693 Bulk Sp.G.:2.663 Deg:68 LA:15 Remarks: Currently Approved for: Stream bed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 09/19/201.9 Expiration Date: 09/19/2024 Bulk Sp.G.(SSD):2.693 Deg:68 LA:15 Remarks: For geo synthetic reinforcement,the gravel borrow shall be tested for pH prior to placement.For metallic reinforcement,the gravel borrow shall be tested for pH,resistivity,chlorides,and sulfates prior to placement.If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing may be required.Contact the Regional Materials Engineer or the State Geotechnical Engineer for direction. Currently Approved for: Gravel Borrow for Sir Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B 2 of 2 4/4/2022,9:36 AM CONSTRUCTION TESTING LABORATORIES, INC. cTI. 400 Valley Ave N.E., Suite 102,Puyallup,WA 98372 Tel N 253-383-8778 I Fax II 253-7704232 webslts:www.cttwa.eom MISC . LABORATORY TEST REPORT CLIENT Miles Sand&Gravel REPORT DATE November 18,2020 PROJECT TITLE MISC.TESTING REPORT 211 __. - - _ NUMBERPROJECT ADDRESS N/A � PROJECT 4303 CONTRACTOR N/A --- --- - NUMBER WORK N/A c°NTRAc' N/A cvRCN++sE 1 N/A JOB ORDER N/A ORDER NO. ( ORDER NO. ORDER NO. l NUMBER MATERIAL INFORMATION TEST(S) REQUESTED ASTM C117,C123,C142,Wood Waste DATE OBTAINED 11-06-2020 MATERIAL AASHTO Grading#8 Concrete Aggregate �/i Pea Gravel) OBTAINED BY TYPE 9 A99 9 ( Client-Alex B. SOURCE Canyon Pit 8429 SUBMITTED BY Client-Alex B. OF SAMPLE LAB NUMBER 20-1598 LOCATION f -_-._—_- OF SUPPLY - I.D.NUMBER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 %REQ. 2.0 max W 0.00 %REQ. 0.05 max COARSE FINE PARTICLES FINE AGGREGATE %REQ. 0200 SCREEN 0.3 %RIQ. 1.0 max SIZE %LOSS S E %LOSS ANGULARITY ORGANIC - 1 SAND EQUIVALENT %REO. CONTENT BY %REQ. , (REF.METHOD) _ IGNITION,% 4"-3 " Light Weight Pieces, LOOSE UNIT Specific Gravity 2.0 0.0 i REQ. 0.5 max WEIGHT %� 3'�_-3" (coal&lignite) WT.PER I — DEGRADATION %REQ. CU/FT %REQ. 3"-2''/ RODOED 2 Yz"-1 W N4-#8 FRACTURE FRACTURE1 y="_w #8-#1 fi (SINGLE FACE) (DOUBLE FACE) SIZE RESULT SIZE RESULT W-3/8" #16-#30 —{ %REQ. %REQ. 3/8"-#4 #30-#50 %REQ. %REQ. TOTAL I TOTAL _—. ATTERBERG LIMITS Requirement: PLASTIC U (P) 1_ %REG. i LA ABRASION LIQUID %REQ. Grading: Result: Limn'(LL) PLASTICITY REQ %REQUIRED INDEX(PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD i Apparent 4 OVEN DRY %ABSORPTION OVEN DRY f %ABSORPTION Flat&Elongated RESULT(S)I STATUS Ratio: Flat: _ By Weight 0 Elongated: By Pieces 0 Flat&Elongated: ------- Total: ---..v.. I Requirement: REVIEWED BY/APPROVED BY LAB REMARKS EQUIPMENT SET# - _ 2, 13, 14 TECHNICIAN B. Rowdenlao C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) lY, CONSTRUCTION TESTING LABORATORIES, INC. CT1- 400 Valley Ave N.E.,Suite 102,Puyallup,WA 98372 Tel N 253-383-8778 I Fax N 253.770-8232 webslte:www.cllwa.com MISC . LABORATORY TEST REPORT CLIENT Miles Sand & Gravel REPORT DATE November 16,2020 PROJECT REPOR- nnE MISC. TESTING NUMBER 210 PROJECT _ 4 3 0 3 ADDRESS NIA PROJECT CONTRACTOR NIA NUMBER WORK N/A CONTRACT N/A I PURCHASE N/A JOB ORDER 1 N/A ORDER NO. ORDER NO, I ORDER NO. NUMBER I �.._. MATERIAL INFORMATION Tt= ASTM C117,C123,C142,Wood Waste DATE OBTAINED 11-06-2020 REQUESTED MA REIAL AASHTO Grading#57 Concrete Aggregate(WSDOT)(%s")Washed OBTAINED BY Client SOURCE Canyon Pit B-329 SUBMITTED BY Client OF SAMPLE LA8 NUMBER 20-1597 LOCATION - OF SUPPLY I.D.NUMBER MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 Y.REQ. 2 0 max ' %WOOD 1 0.00 %REQ• 0.05 max COARSE FINE PARTICLES WASTE FINE AGGREGATE %REQ. #200 Bairn—A %REQ. I 1.0 max SIZE %LOSS SUE i.LOSS ANGULARITY -- SAND EQUIVALENT ORGANIC (REF.METHOD) %REG. CONTENT BY %REQ. 4"—3'Y2 IGNITION,% Light Weight Pieces, Specific Gravity 2.0 0.0 %REQ. 0.5 MEW LOOSE UNIT %REQ. , (coal 311gnlb) WEIGHT 3 /, —3" WT.PER DEGRADATION %REC. CUIFT %REQ. 3"—2 1.S" RODDED a 2X"-1 '/:" #4-#8 FRACTURE FRACTURE 1 '!a"—'/: #8 #16 (SINGLE FACE) 1 (DOUBLE FACE) SIZE RESULT SIZE 1 RESULT a/."—3/8" #16-#30 %REQ. %REQ. 3/8"-#4 030-#50 x REQ %REQ. TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC REQ LA ABRASION LIMIT(PL) __ LIQUID %REQ. Grading: Result: LIMIT(LL) INDEX(PI) PLASTICITY REQ %REQUIRED COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY I ',ABSORPTION I OVEN DRY %ABSORPTION Flat&Elongated RESULT(S)/STATUS Ratio: [ Flat: By Weight❑ Elongated: By Pieces 0 Flat&Elongated: Total: Requirement: REVIEWED BY/APPROVED BY LAB REMARKS EQUIPMENT SET I Zt 13, 14 TECHNICIAN B. Rowdenko C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED. (Revised 08-24-2020) 1!f CONSTRUCTION TESTING LABORATORIES, INC. CTL- 400 Valley Ave N.E.,Suite 102,Puyallup,WA 98372 Tel 1253.383-1778 I Fax#253.770-8232 wabaite:www.cllwa.cnm MISC. LABORATORY TEST REPORT CUENT Miles Sand &Gravel REPORT DATE November 18,2020 PTA MISC.TESTING RAT 212 NUMBER ADDRESSPR NIA PROJECT 4303 CONTRACTOR NIA -_ NUMBER WOW ORDER NO. N/A , ORDDERRNO _ WA ORPURCHASE N/A �R N/A MATERIAL INFORMATION TEST(S)REQUESTED ASTM C40,C117,C123,C142 DATE OBTAINED 11-06-2020 MATERIAL BuildingSand(WSDOT Concrete Sand) OBTAINED BY TYPE Client-Alex B. SOURCE Canyon Pit B-329 SUBMITTED BY Client-Alex B. OF SAMPLE LAB NUMBER 20-1599 LOCATION _ ---- OF SUPPLY , LD NNWIII H - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS 8 ORGANIC FRIABLE 0.0 %REQ. 1 3.0 max I IMPURITIES #1 %RE4 #3 maX COARSE FINE PARTICLES 1 FINE AGGREGATE %REQ. #200 SCREEN 1.5 %REM 2.5 max SIZE %LOSS SIZE ':'.LOSS ANGULARITY SAND EQUIVALENT ORGANIC (REF.METHOD) %REQ. CONTENT BY %4ea 4"-3'A" IGNITION,% Light Weight Pieces, Specific Gravity 2.0 0.1 %REQ. 1.0 max LOOSE UNIT Rap 3'W—3" (coal i lignite( WEIGHT _._WT.PER DEGRADATION %REQ. CU/FT %REQ. 3"—2 W RODDED 2'14"-1''A" #4-#8 FRACTURE FRACTURE (SINGLE FACE) I (DOUBLE FACE) 11!4"-%" #8-#16 SIZE RESULT ' SIZE RESULT —3/8" #16-#30 %REQ. Y.REQ. 3/8"-#4 #30-#50 :REQ. ,4 REQ. TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC %REQ. LA ABRASION LIMB(PL.) LIQUID %REQ. Grading: Result: LIMIT(LL) PLASTICITY X REO %REQUIRED INDEX(PI) COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY SSD Apparent SSD _ Apparent OVEN DRY ':ABSORPTION , OVEN DRY %ABSORPTION Flat&Elongated RESULT(S)I STATUS Ratio: Flat: _ By Weight 0 Elongated: By Pieces 0 Flat&Elongated: Total: Requirement: REVIEWED BY?APPROVED 8<' LAB REMARKS EQUIPMENT SET# 2, 13, 14 TECHNICIAN B. Rowden/do C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(RevIsed 08-24-2020) 'WaShingtun State rA"0.l17amit Trancnnrt.3kE' April 1,2022 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 04-01-22 Bid Item: 85.06.01 Manufacturer: Ash Grove Cement Company. - Seattle, WA Product Name: Portland Cement Type I, Type I/II low alkali, Type III ; (AASHTO M-85, ASTM C-150) Standard Spec : 9-01.2(1), Concrete - Portland Cement Product Description : Manufactured - Seattle, WA: Portland cement Type I, Type I/II low alkali; Distributed from: Seattle, WA, Portland, OR and Spokane, WA - Portland cement Type III distributed from: Seattle, WA and Spokane, WA, Product Restriction : Acceptance Code : 2525 Code Description : Acceptance based upon the cement Manufacturer's Mill Test Report number being shown on each concrete producer's certificate of compliance. Last Updated : Sep 24, 2012 To be completed by the field inspector: Quantity: Verified By: Date: . . ASH,GROVEL 06-5RHCoripA* • 010:Test R. 00-01 , - .Plant _-saitit__. :. . .CainerittyliO.b.D,6.1411Calli Alliall • bate._..:7-Jart=22. , Production Ported November 1.2021;,December 1;2021' -- -- - - • i;ertlficaqiiii No. .2021=21' -- - •-_ _ -- , .1___..„ STANDAIIP AEQUIREMENTS 'Piu114 P.-150010e I and 3; CSATiblet 1 ondll .. __ _CHEMICAL - - . ... . , . ... __.. . . '....____ _11;1111SIDAL• -- . --" .Sgad.,Limit spec, - rest -- -- •- .4p,ec:..timit.-Spec. -- .Test ITyPeIGU _;LImIr.,_. .. !Restilt, Item --.,---- ----,, =:- ,'47.- _ .. "TicpeiGlii '_ILIrelti ... , . Result SiO2.(%)- .. A,^ — - .. .20.2 'Air certenlpf RiArtar(vplyme Wp)r ',. • 12-niex-- ' ' •6 i1205;(%) A. 6,6 niax 5.0 Ellpinelimes0T-frkg)' ' A 260 mini .:08.5: 0.6203 1* A 6,6 max 3t4 %'Passirig- 2.5;m-Osto 7..2009. 4 ,CiOTSY 4. A 6349 Autoclave eiparysicinly?),, 1 xi Mai 0.86 Jmax '009 11480.(94) 5,0 it* Ca max 0.9 Dornemsellie strength MPa(131). !min: . relik sPl.(Vp) , 0,*( 34'FON 2.6 't.Pai, A A 144(2110) '10iitioi laid(o4), •*q max 3;5'max' g.7' 3 Days '144 jio. .272-iatiso) Na2O i A ' A 625 .7.Days 20.0' 15.0 35i8-(5120).. 1526i°,4 ' • 4. A 040 • ,8'Pa,11.4' 46•5; A 40.4 ii0000i4' 10i_0105101:85idde(%) i•-•5 max, .14.max 9•,..36 1111.10.0.1 Petting(rninates)i •DID2(G) ' 'A ' - A ' 1'.7: •VICE0. ' :Initial not teas then- 45. 45. ,67 ,..,... . , .. . . _ . , - Weston-0(%) ''S'reax 5.0 max 44 -Final net Mere than 375 875, .168 A 'CaqC1411110tliktan!;14" ' ' 70 Mini., PS .Heat cf...4dtatiall(43211):'‘ MoinatirdpMces'elerieddltitint4 A 5,0 max 0.'6 ..... . ___ ._ .1-Daiiv --A -. '14 .•189;8! -(51annebie,DeSt),. ., PcientialffiaariOOMP41160%)6 OS. • -re 4 5"lj C2S '4 4 19 t,IA' A 0 II si)i4 .Y 0,ii* . .,.% .4 i 0 C4A04*04. A' A .24. -- :CSii.t(diA). 'A- ---- - ' --- ----- 00.iittiAL.AiiiiiiiigtiOitri AS MC 0 1 q.0 111.04.411#4 _._ - _ _ . • chEmioAL ._ .. __ - ____._ - . ,.Pift.ttCAL ---- - zppckl.IrrAt-7;§peM:, fest ------ - - - -ipecormit,'Spec.— Tod 'fietn___ ._ . __.. _ ._Tilpe,dii, iLlinir. -Result Item . ._ . .TYPii.OL1- !UWE .. iTeiUlt. ,i ''EgItivalelltip18420 eiN7-- '" -- - ,0,6000-, - ----i•0•501 'False set 'X'`.- -'' '49-0_417-- -er, -Nct appticablet;, : ' eTifil!l!'e.Sult*OA-Ott Most recont.folde end is provided tar InterMittlen only cAdt,unteel per.A16: Vinune0a:45mit'sinutii inaklirriliticki retainedi:25 !titail:leaned:28 pays ere teirtie'previotieptoOption Paned. ‘Antonition load et 3,5.Vtinexlmoin fs-aliMved OW*Me:Content et to i2t t.,Sti-dria'bisiliiineielif nifiliefititiakkIni4.. _ .. ..,, , -,,- ...... •".„1 . . APPONAL,bAtA _ . Anotonle Processing Aittiltlerlioile____ _ .. .- Tye.. -- -— - -' -- 14,ghouse Oust Aninent(%), .SA. S100A) 1.4,7 A1203 my 6.4. Fe2O3("A) 1-6', ' deo(%)' -/PA . SOS(10- ..04. i , Beie.CoreeittiThataZam-pissittim . •CaS A%) '- - -- - . - — 54 P2S;(%), 20 Mk(y.j', ti _COP 64. . . _ - ___. __ 11 - -- - ---- 'We cenity that the'aliaikdbaFrine-O'ilirnent..st Ihe neje ef`ship'ment,• kniefa Oa Otimic41mid`PhistO requirements at the.ASTMC150/C150141 8 specilItailah and the CSA A3001031yee 011secilleatleri. :Signature:: . :Title:, Chief _ - _ — Edward c.:.Rom= - ----- - - -, '3501,E gardiriat Way Sisiattte,WA.98134'! 131) t206)1123:849,0't Fiv;-.(206)OS-0.0. L-2,W4s4ihgtoit'SOW 2.....1.1±147;af Tr;nixgmcritativi April 1,20p Qualified Pr( dutt - List ContraCtOr PródüétIfl.formation Contractor i ii0"0150§1*:INQ Contract No: PAG.204005 Snli•Contrattnt; TOThM ELECTRIC pate: BM A** 8506,.01 Manufacturer:. Lafarge :North Atnefica Seattle, WA Product Namer Centralia Facility Fly Ash; Class F • standird Siiee CorkfatelAchtht Fly,Ash Product Description : Fly a4h:..dass'F; produced etiTrah4:Alta power production facility In cariti*Ilef.W . The primary raw hiateilals-;are col M.iheo,f the i?;0400!Ilyor Basin in Wyoming 'ptOd04 ReSt*liOn : Acceptance:Code ; 2545 Code.DescrlOqon : Acceptance shall be by rcc01;it,Pfei'Ma;h1;factUrOr,$ Mlii Test Report .submitted with the cdncrete tribi design Review the mill test teport,to verify that the available alkalis limits set In AA*jTO 295 Table 214 met If the mill testy eqott indicates that the astallable 0104 limits ayte ekcee'creif verify the mitigation reOarriniehded COntrectbi!OOnfotros to the retwiremerits of the 5tarldarcl Specifications. Last Updated t Dec 3, 2019 • 4. ircutin completed by the field inspectOr: •Qnantltirt Ve0fied . • _ LAP:ARO E 14ORTHAMERICA VE,4YAS.171 tOSIT'OPPORT. Analysis 6y Lafarge Seattle,Concrete Lab Sample from ,GititralikiPawa(Pkit Average Analysps February 20412:•. Tait Report Number 4-22 , - •binittilaiiitirimtvt _ sitit,on prooe ocio '144 ,Nurnoro:oiraiwipit 153%' efriiit641(004i' 0'4% Totiir A892)4(AI2ti3) (Fii3t;i3) AOtiid • . - - , • SurithicTiimdclets03), ,10 ettitM4 451'10_ ciiltCiO. :14.6% 11:1% ASTM Moisture ContentMiii)Pesitt!rt •aem% 3%,:motz,ASTM' 043,1j4 bmton • 0:26% ,/ 04 Mix :Aval4141011411146•Ecitiiir,;ttif4d044$44s '0.34% V - Phv5lcatA lvàis • ,134'.%, :34% x,•As: 4 sifenlith:41131ty)nden0,014 i44414tid Cement % Cilpt/41 T,bgys, % 7 % bftiiittkl tit 25 % L AS M ,5 - WI or P*Ininqr0 P0=40 c-il'Ittc0 '9.$tc • ii3**F4#0104 - Allaativq.er13.4410!IL, Mai . ' Unifoiv 'Dit*,1001414,OrTii,Avi!* 0110,% 5%Max.../igTit 1'nt4.10,thf 4.54mihivoN4t1414/*gni Oritiiiie. Ô.3O% $.%MAX.-A,STM WeFeirify.ttiitto4c9mp4*tq sqfpiiip'4404140to the,C46141641ndphy5kaI 0111101110111.4.of.03PilirCC111.1 en kOPIITt)'MZtiti'ff4t chit!FflWaah • • • • z, ;solo -• ROb piaifo, s•TechnlI piferor . _ *we*Ri090• 540,0;WenIvratt1441,Way:SW,Soattle WashingtOn.011064s .20:6:03;0695 or it00.477;0100,fi*'20.9234i-8k FTWashihgtatiShith April 1r2022' QUalified Product List coitittoefotb.oductiliforillatio cpritratqo REEbCOi*k„OCtioii Contract No: CAoL*145,8 . Sub,Contractor. TdTEMEECTRIC Date: 04-012 Bd ,. ., • . • A • I 49 0.111 .8_54)6.01 'Manufacturer: BASF corpbr8tion (formerly BASF COnstOuction. Chemicals, Clevelandi, H Product Name: masterset I;IELvo Standard Spec: 9-23 COrictOte Admixture-Type B Retarding Adi=6,004re, iOrtiduct bekription LiOUM set retardihg adMistpre fdriOhtr9te; TVA*B. PrOdut iteStrittiOn Acceptance Cade: 2250' Cede.Description:;Aqceptanceis by field verification and the.retaining of the OtiOgto'OrOducees Certificate indi'cOrig the product and dosage of admixture conform'to the concrete mix design: Updated Nov 27;„201 TO be completed by the field inspeCtOr; Quantimi _ _ _ Verified*: - Date: , ., . • 0 is- BASF '06;d*6 06 dist4-,Plitie_00-00iete , •--- - - - - - .- ,4000 'iiie0stic-01400,_ The Chemical Company0i , - .08,70 00- • '4+10. 5Par1010 - Ma.- tterSeto DELVO :Hydration Controlling Admbcture Formerly 1) 0/0,$t401114qr* . - —-- - --- - —--- - - -- - —- - - -' r,-,,----_--- -----.-.-----,-.r7-----: - .,. , , 100.-popooft. ,. ; ,Footui*s,. `MattefgefOEIV.C.Y-4051-10Sit 'ill'l9e1-0:04 W.001'0.6titetIt'*Vitiiici ftm.'4•gliiit'IIMPtkebliht t026-80...lkit.110401500-'' .. ,ii: iR6tu,de.d.settlit time characteristics l5o•SSt:WrihilaitkirTityM0i,- . : -_,,_- - --_,-;-- : ; - ;• - • --- — - 0fciFifitaihSikfieirO'jgpio,, .1. !i!,IrppyOveovvotKobuitv .,A• ---. . -, , *L11-0.0:.1500,-#400:,'.- '::-. j -- - igeprottitirgi*tifrei, ., ,, ,. •• 'Benefit* IIPE14)4.041,t.Ailt.p.V•, . I PiOieeS flexibility in the soheclujirig of placing and finishing pper'etidne OittiOatiffejOitOttqlOF,tg, . : "' • ' - . • IfiefiskikatId..pottleritil 01 Offsets th.e.otrOAt.0,of vi#.t.lo 160".P.qtlting extended'''u0 451'between filb.cing,And&glop i'‘.00r1104•40a*PAIT': -,. , 0 R eid iiq e-d woo?associated with,conpr00,:. astiw-Oge and toLonoo:0-fictetts ie6eiiietifftkike,'" Stetieli.-'.. ,-.- -•-'7' ' ,' --' .-1 ' , NI'Increased sirerigfh, conlposiseMs and tpxorail ,mitille;teellitelltatilifteIttc - . . - - * '' .• ,-4.0.1t03.16.446i000.-k . - • - ogief.86t1ibtitvo.;.••• .c. , Pdefor-r-nahceharaCteriStic"s. • 400.000411.00-0,41V10.- ''; Rate of Hantsping!....7thq tefNerettjte'0 a tttip.Ote mixture and the 6ntfdrit lertiOefdtoro: ,(forms 0iii6,01400)affect the hardening rAlk of.0000reti,,,,.4ftligoinpf#040.4.0-0,concrete :Vr:• Pti:itti,:tOt:erglglg)::er•34,-":,: hardens more rapidly Which rtiay-0-SoiSe.ptctleros with placing arid 1ThIsh109, L1,--41,..-fj•1;f0i-a••-.Liftill',8;:k One of 1116,Villotkji*Of M*erOot,OW/Oi EAdjiiiictoini§,t9 felercil the set of concrete:Within the P1•°";,T-g!.4.7' 7?-",", ;-•- :• -• ' , ritirMa1.00eg9o-raoge;it Will generally 944014 the working and setting times of:oehciete containing i ' nkrsto1 toft1.0400ept't.V.,0-.s.t,.0raj gersh,tar0 sllica.,PTG,eppn#n.ttell 1 hour to 5 hours AO0110010$) ' c.PmParect to'A plain Ctikreterrni0t*This depends' on' •10ktnatOtiON 00;dteff*.§i*fo.i.Trial '-ftee•ohitiOtioetiikit:Us4iio: , rnkt.Lit69sheuld'battie0e•Ohdefrppr„itogottte-igtiondoons:•to.cfster,r.rline the dosage required qi,' titiiiii2iii4i-fli'c?‘iliii---1-fidee'.6,, conipOtitie Sliefigtg f:Oftfet4k produced with'NI e§tefSe't bLvd admixture will develop higher .t.ffe64e-en,,,4,7," 7 '_,, . #arisf:Aittfirq:0000 and higher-vittrt4p strengths than plain Ohotele;when usedi within:' the.recommended dosage_range-.ad,fi-d- under normal, comparable-cuffrd._d.-b.id_ittitig-,-- Wh,dr,ist atrE rotkOt masterSet PW,Q.14mope Is used 0 iestPqsa•PonctetA tip length of 4• the prehea_napergicti 'i . • ,,,''..-_Ay 17-.,,,,•,-;•:•.,,,,-4;,... 1,•,-,,Q,4,•,,,Ai .',, should be'increased Lintil•the:InitISI set of the concrete'Is AOhieved.,,The actual hoet,curitig ) ii„1,',,StgItigafkjnigfreeI)li--' ' period is then fedtjcedi adOofdlojI9. to,ftpiriltol .01.4019 production cycles: without sacrificing, "ti,410Iiif419o_FiPrVtgicr•.'t • 'early'or ulttrriefe'streni,00; I- 110i70;11661§-, . -n I •'''.• '' '111:444.0feiii-Orei‘O-',-• • L'''''7,2 70.•-1:t...v.-' '-' . ! Ik.;P:0109:5100.9rAt0,'.:'i',' • ' • I' A*0010:0•07ii4'0t1.' 04*titihtigs§:01000:r - ' tOrtAte: 1 I _._ , - -- - ._ _ ___ ., doipotrid01rifotO01.rliiig• • ,140k2(.--4410*.eigtiP' ,' Vriekiiii#004-91§tit, -•''-' t: . _ tgric-rke3, ' ' . i • • MASTER®- fili•opkftrious,,00rri:or,ete I r ))BUILDERS ,.2_,.:.....:._,..._...,_..".___:____,—, . spLoTION4.- _ NigsterSet,D Techn DO icM data 8heot _ _ - •-________.- - • • . , _ .. yidelittdA.for Qs: :Storage Ang Handiirw - . . . . Dest0.,:kileaterSet D'ELIVO Oh-Oct:bre Is,reobriimended or Storage Teraperatere:IvIester$et. DELVO admixture.e.hdold i'be vegia dOepo-ci of 4 i1/41 ftcricw, t(ze.#.i 55:nit:/.100i1g)', stored above teezin tie'riibeitttiree, 'If,tiae:tetSet jpEl.sep of 46m66ildowyriateriala fpr.ry bet concrete rriigtOres,using adrnixturefreezes,,thaiz at 36°F.(2°Q)Or abokie and completely avetiaga*tow,ingroclients.,aadause of mariatibrie in reb•OnettLitaby.rnildrheohanical4atiOn Pa.potpsebreetqiited ,aindlifons:and,cdtteratai chafer-lets,dosages oltteet arb the air for 08)417000 altpUi1t4 MaY,. 0:0',fagipead, in lauh:.90.§* Shelf We:t MasterSet P014/(5,adrniXtUre ba&,.a rtillilfrptil shelf britabt Your 'bee{ sales,"fepreeenrative. F'g .spbre ote , life'bf,1•200ths4,1:)eperidlpa'onstorage•oriditlb.riet the shelf, ,Waehtioatet arid .retiirried. Obripiete—etabilis*atibri, utilize, life They 'be,dreater'than stated.,Pitaasd costa your rope( MasterSet D040.charts or the pe,l0:,ma:tiovit software tO, Setae representative regerdit'sbitability4or bee,and;c1Oeage, determine the appropriate dosage rates.. recy"Yrirrt' ePdatibriOf the ehelflife Ofiv.la"SterP—et,.bglg?..gkrilxti4r.P.: .. 'has'been ekceeded, - - 040,040 Notes .:• ., ..• r . - ' . - . ' -• Corrusiv4y ,.• kon..;Ciiforlite., NeniCarresiv0 Meeteret brElPQ 1 Packaging adrrii*tona oillItititheriniiime tier)5r:dr:note' . . PatrOgn offebilfliOng 44sterSet titt.-Vb edniktiire le eiti4!iled it}Sbeb141111'09SigIletl.' eteethiefbficitte;This edipl*re do not contain IriteritiOnellY, '56.gel,.(20Et IL) drurrief 2..76.gal 0,04P.'0'totes and,.by.:bolk' 'added:balorb4frithlOrldeordtheitahloildelieSedinkedrerite, dailvetv •- • • • I Cainpatibilit$F: MaiterSet iDELVO. admixturenfa' y be used In combination,Witriatv Wrackrocratatt.vitiaritiattlia qatlitinatiob. KerateKlopOqUrflen* .01th *OW:tarili4fre, etihi"4cfrili#4rq,7619§t 0 cplienod. , Satete.Data 8heeter ivileater8.et.Dtk.V0 adfriNfUiet eebertiejvintillierril*Ore,. . . e4sF,Caropratn AcIrrifiture,Sysj.enis. ..iirytwangter-Eitii(ciqrsolut(onq4;144ps ,p60 2 Of$ pWaihingteki,State Aril 112922 Qualified Product List. icoittiotot peodotillfotnititioll Contractor: 112E#COFSTRUCTION Contract No: CApi;.2945 Sub Contractor. TOTEM ELECTRIC Date: ,64161=22 Bid item; 86;06.01 Manufacturer: BASF Corporation. (formerly BASF Construction Chemicals, Inc;); - Cleveland, OH - Product Name,t MaSterPolyheed 997 standard Spec. 9-46p), Concrete Admixture -Type A - Water-Reducing Admixtures Product oescriptiOn LretUld normal too water r6quorig,adp*tueo forc,66cretq Type A Ft:too-et Restrictions Acceptance Cade : 2250. Code Description : Acceptance Is by field verification and the retaining of the Concrete Certificate f Coñipliance Indicating the product and d'ppge of the admixture conform to the concrete mix desi§n. Last Updated 1.1, 2019 .To be completed by the field lit#Pettert .:Quantity: Verified - - ,Date: , _ , 1 BASF ,03 daft-In-Place Condrete ...„ —.. .. - • el 03.40.00 Precast Union* WO.create chemistry 0 i ,03.70i0d Mass couctete MasterPolyheed° 997 ._ . . . , . _ . Mid-Range Water ng-Red(a AdmiXture .: • : . . RATOtlY, Pb1A-1.00(1 96.7* ,. - .. ,bii-diftiiiiiii Features iMakeii4.404'01. . ix True mid-range water rentietiotc(5,15NOrld.exOelleiltijoerterMance across a wide slump "''' il'i '-i '' 'itariteiil',aertil re,&alp •rahge, pppocialV.00,0Iffieplt stump range 01$.174 Im.(1. 5;:g00 rprn). ,rripltiiter:ii:ROn0•0,18*, ii Superior workability,OiimOebili1y and fiiliahabpitil,qualities even In concrete mixtures fanOiratei'reifbertidi OoritOffirib,16i/amounts of perilentitiocla materials 14,F1,0104te,;',,,MsSqrPOJA7(060 , ,i, 4.97:440714Uteriffeets(i ' • in Superior finishirt characteristics for resiOntlalkorrirnarciatflatWOrk and formed surfaces 14§TrYt,p:49,4‘04,94A. ,treifdieriiitif06-‘r:4150.- , Benefits Tpppre.redp1)4095gype,A, II,S101gdently reduced placement OitifirliOling time resulting In loWei-lh4OleOe A116111,4_46:00,ffi,ter1416P,'I' ' concrete Costs li Higher strength,et ail egee Ai401101.0.0A iiii Enhanced. nefcrete.clunitillity l!fle,*002610i140,0144 i :l. x Increased service life of concrete atil4tUtes,, 4:*.1'.80tiiitill'''''if?iii(41§43 44giii4, -• - Performance Characteristics, WTIY%iN111516„..lif)1 illirktufe'Ciatai 500 Ibiyci3i(295'1$gifr3)of Type I eierrien4eliimp,$-7 it).(15Qti:80 rritTi);,5.,.e5(iir;. .Andifinienabilityrooalties; Concrete temperatgra,70°F,(21 q;ambient tenineraturel.70 IF(21 I0): ecrtf4red;Initii'eti4ilie,' •-,t.,.,.',4., ,...., Setting TimaPerformalkel 11,0.*01CP_OPO' . . .. ._. . . . . . . . concrete sarA000.01-0 Initial set Difference. fO 000 ' ' Mixture (h.:11110) (bonki) 1pe:nte.i:eqaininf5,,,, Reference . 0:01 — _.... . . manilantuj-a,„teen , arki MasiarrOlyneed 89100)00J @ tf*--.0.hcOr.1,600:.....ei)1?640 5 diicwt25rnif100 Lg), '622 +021 loll decwt(650(111000 4) 657 4445§ 15 fl oz./Co:4(986 riit./1:00:kg) 73.1 +110 MASTER®.>>BUILDER . ooLuTioNs" , . . .. . .. . . , .. • .. MostQrPQIyrieed :997 TechNol!Data She L .. , , . . . . .. 004001310 Stietithipal(06). $Vit'Og.'0.arid 1,100dliti§ Mixture ''Mlay 28vpay, Storage Temperature If Me4eriPdlteed 997,',e0rnikturefreezeei Plaini...1.1..(.16,, 3.,'):.1 ,-g„.'s1_,..6.,:.(21:0) t?thyeini.id•of,34._ep"iiFric2.10';',Ci:)a.goirt:itbobiriVve riailinbotO606iieIP,pletteeslyoelirdeta§til.,1i;ti,foter' Mesterecilybeed9,97,,admikture 9 .W0* 511 ty/cwt.(325•01000 kg), 3060(21'4)' 393 0.(27.i) Shelf Life: klester,POlyhe6O. 967 iadmixture ,has a fitifiiiipumi. loll oitot165.0'012/1 0,0 kg) 3740(.24..8). 461P11.8) • 2 shelf life of lii,fhprIthe,:Deb.entlitig On,storage conditions the 114 fl iiikthit-'(900 i.ritti 00.14 4620 01.0' '546(q1'7).,_' , iielf life may be,greater than statedP1140701*your local . ---• • . -• •• sales rOoreaentativo,regardirg.tumoility for ilea,and dgfsege, qs.i6t4.;Tie,d4t4' 000. are *ad.6n. "centi000 iakteretork.letis,, • ...-__ ..--. ,, ',.- . .,-•.- .- - - -.....,_, iieetanatdeiter lean's'froin Me resulte 00,141..hate magt)0.600,010eti.' recommendations jr the $1'le.if life of .MeeteTolyiveci u.-f, as.a :result of clifferance4 in concrete inekinO,malaria arid.196.sii0 aOrridura'has•!Ippon exceeded conlitorii. ,.. . . , paoka4irig Guidelines for Use .,., .. . . . . . ,NiaatiiiiPolynaitlj.197 atOkfilia Is suppled i'n',5§,gal (2PQA.) Dosage: Maetoi•Polyheeb•997 admixture has a recommended olturns,'275 gal(1040 LYtotee end by,bulk delivery dosage• range of 071 fl.•O'z'/cwt:(195.48Q.i.rj.12 4Oci kg) of • cementitious material for most concrete b*cos, 114010ed Documents — • • ,, As the dosage of MWeirPorlhek0.99.7 ed.i-hi)ctyre irtoreases to . - , • Safety.Data .heetsi,MesteiPtilyheed997 admixture 15,f1.6zioVvt WO pito bQ ko)iofoorpontftioq8-nlaterionorimiat cOnorata,aettingl characteristics aro.triOntairioO and early and Additional Information ultimatecompressivesfr .riithainOraaw For additional irifbh'riatiO A on MasterPolyhoed 997 admixture Or BASF does not !toot-roan-0 the Use of dotagee,outside the recommendedri.the'witnopt trial t.97,3:titibi, Consult: your localit'§,i.iein'te‘ielaoing.donOrOtabilictureavttn special performance characteristics,contact your idoatsaielittireaeritativo;. ealeiirOpreseritati4fOr assistance-in determining the dosage - • - - • • -• - , • • ' ' :'• . ' . -. foroptlmOmperfOrmehee. The AdiriOctiire Systets bg§.1 •O?:pASF's._COni_ft*kn. bhetyjitals:diWsi,on.Is the leading provider of solutions that . . _ routt Nolci'S **Ova Oacertienk pumping, finishing, r,-,,ppearer?qe latid• • PetfOrOaf?46'00400000' of specialty concrete used in toirostiity, — tion,cilioride, ,Noo;iorrOive:. piaotarPOlynaki the• • •-• . • • . . .roacipmiko-41progag ni- dr)tifOctilred concrete frqdtiOtSr, 97..admixttoo,will-neither Initiate nor oroencitto:gornslOni of Underground ,conStruttfoil,and p0,cifixt,markets'.-for,,OiTer• l'elq0eOrrig. or prestressing; steel embedded in, concrete, or :, i 00'j/ewe:We have'offered reliable products and Innovative of•galvanized steel floor and roof syatOms,, MastorPolyhood teehriolOgies;:leildlhrthorii the yaster:,,eolldet -#01010,0 99..7 admixture 4.0.0 riot contain 1006044V added calcium .brand itii,,arb,OoriiiOgiacii‘alijf:liyit6,030}.e$Wilf#,rh.atv ,0010-or..oth0,chloride based ingYeclieht-$., ,fields to provide 44tetriebie,;olidigns: forl.he:0900flipfloh- Compatibility; MaatotPOlynOor 9,97- admixture may:be used inid u-s'014 lh. :OcinibihetiOh„with any BASF adniixtures4 When used In •conjunction with,other adnicgptoot each "adiTni)ctOto must'be dispensed$00-*4toitntOfnotortafotoiriniisti* BASF,Cbt0o,i•Atioro AdiNt(ii-a-Sk,,o3ioi t . www:Opi.t0-4u1MoOlattitign :Llosu pal* Or i.3, , ,!MasterPoIyheed g• 1bi3Qata,She'et , . - r 1.0104 Warranty Notiop BASF w4rrefite, this, Ot'oOuOt10 irse.frortni..tr_arlui4PtOriri9, defects and to meet the technt981 properties on ths,OWN/It TOOhnie41,146to,,SUIOsi )f used a Olgioted.within shelf life 5,atisfaotciry,ifOOOlts depend,not only on ciLlality,prod,uots but also opoei ,:enorq factors beyond our 7O.O1061:t3.A$F MAKES NO OTHE9 VMFIFWITy 'ORYGUARANTE.E. E),(PRESS IMPLIg0,.INQI,00.1NO:110FOARTIEs OF ME-ROHAKtrAgILITY., OR AT,NESSFOR.A.PAFfilPpOKPL119PCISS)kitt4 TO ITS TfkcIDUCTS, The, and occlusive ieffiriCR of. POONSper for any claim concealing this:proaiiot/TOOPO,Ing,but not limited yot claims alleging breach of Warranty, negligence; strict 'OtherOSse;Is Shjbtrfelt to 1)(edheeOf of OrabUOt 9cIti.a.119.the amount of OibbUot,ttiet falls to meet this Wa0efitY, or,refund 9f the,.'909010) 0.1:110134s,P Once of,prociciet tatfail§'eti.Most warranty, at the sole option of E)'465 Any claims concernIng this product rilugt,be risosive,4,in writing *ithiqr)Ag'i Vesf,feben t.hS'idAte Of shipment and any olalins, net presented l withil-f•thSt...,b0hOd are waWec by Purchaser BASF.WILL NOT BE FIsPONSif31,E. FOR ANY SPECIAL, Ikbirj.g41-4,'0000.UENTi414,(INOLUPINO.i-PreriP0(101t8),, OR PUNtnvE I jA4Ad OF ANY KIRI:). • • Purchaser must tietSenIthe theoeuir4bility,Of the Oroductloritio Intendisid,ussencl,eSttfrifel all flake and liabilities in connection there ,ith This ir1fomätionanl all(0(10 technical edlif1010fe, bled„on.,OASF's orose)-4.igiOeil9P.and'exitferierto.e.:1-10,w0er, BASF ass.urhos no abihty for bipviding,such infOttetIOn and 460 14:61140in The i-cto,rit -.which such infirr aeon;,and advice nley;felete,to,existing 010.riarty intellectual,propertY. Odhto, Seb,e41,611,y.batent,'Ohteir itletiOnShib be:created bY0arise from thS,pfdvielori,ofsuph ofeittglion, arid advice BASF reserves OV-0§ht to rei0k0 ay-charges ,according to technological progreseTor further tieveloblAeritet The Purchaser of the Pioduotts)..pust 1st the pi-ock.c5towfor r`gogiO.ilitYt f0f,.th'.@, I:00*a',40OlisitiOrt 0..))0'*45.6.eo..WoOt)3, proceeding with a tip Opp0c6ticgi of the otocfuOtKIPel-forrehenbe- ,0,ifie,ibrO1Ot',d-eS91160 hefeh sfi4:1,be'VOilfi9t1,'bYtestril,4 ,and carriertbut byqualified spoits. i • etilyb mid b0.7.,6Expme Massockly)114,90,iincini;Topt1406!::441ktv44?linap4 ionotalogthleyprocry To.01J.E MAMA 0 i3ASFC9(poialfoldia CliM 6 _ , 'poach 6450 COpoi"ition 23700;cti006.18614i6ittai Isegblida49iiiivitto S`plityki, 6;2,9,kgar5);Olix 4,10g.g50 wilOpaiter,401104sq4itioti§,baiLLis tei;6550 62049P0 Fthq A39,iB mb 86.4*5$02"t:;WS 71.12-065i piw.3 Of:a . . . . .. . .......„. National Ready Mixed Concrete Association , , .. ,_ • ..• , . . • - ,, ., ,, . . . . . . • . . vr Certificate of Conformance . .P:10r Cci ti,--"O rote Pitthiotitin FaaiIitiet NRNIcA THIS IS TO CERTIFYTHAT - Pacific Plant 200 P .aCifki -WA . - Milek Sand .4 ,Gravel Company • , hi*.beea hiOpeeteci hitLthe dersign,ectliterised professional 'enthider OA.conformance with the requirements of the CifteekPstforea.d.o.Mixed Concrete Production F'..ficgit10, As of the ifts-pi*tion date,the facilities met tiie requirements for prOdottiOolliS? . • : . . Central Mixing oltikAlutomdtie.Siitah$ng-014:.Reoordings.of COMentili0.14iNaiertaii Aggregate,„ Miler, and ChemEeritAilliglitriies. - .,... . .. ... . . . . . ., . . .-./ GcHAN. , — - -7 ' • . . Tr T • r ,,z, „, $igpatpro.Of ticentctl•PrOretticinil&igin0r 15 ',t -, • '- . . . . % . , o ,...... ja#1400124 2021 . _ April it 20:j. rre• 's.ite..,„,<,p, 41111 iSki 1:115PdOicOPMe . e00404004.gii3100 P4.0,... . : This cOkripaoristiltimiiii‘A!these facilities lii..,dontiliOri'ee.1.0h-the CheckL:streqwrements and will correct iiitn)iptlithil )fi. idtkoiet whi IA develop. P4 . •: •i IA, .' : — _ .__ *. 7 . .A. • ,.2 . .. Signature Of convatii otteOt Title d(cOnWny Official_ . NOTICE:The ChM:lip:it iMikatoiOnly that plant fatitlis.ara_Eatisfasayy for the production of concrete hen property operated Conimmanca of the. *tete iith#Cillailiti iiliMile4*Wm;kW bilss.tiatinspetlitoyithOkliacciiidiiige.vrittf*.*Niroirnen4 This titit&ata Is Issued by the Naliirial Ready Mixed Canciew'Assciiiiitiek&riviiiiikation trial the iirodii,itiiikfac:iiiti OA*to the Mitula3M00.!oidle, .NRMO qartificatio00!Rely Miiwt Comelii Produttioh FactritioaC3.0Mattmitzati:rapraclattio.n atialsaaa of Itia4aitiffeato may,rosigt ii 441 kstio n; Mad ID II .80 k670 , . 'COOifiegiti44 ig)#;'. 7;133 • V.190,.199 Z 2001i 2402,•;.00,..;00,10 O., 'ilationll Ready mica concotoosodadon 60 canal Center Flip,!WS-150.:.Atoonikii,6 riginio.i2314 _ __ . . , . . _ , . • .. .... . _ __ _ ___. .. . ....._ National Ready Mix•_ ed Co g-•.. er,.. e,at...e A-‘ ss o.c.-is a. ti,...,O n c Certificate of Conformancei For Concrete P'rodu-C(IOn Facilities N_RmcA ,..,,,t() CERTIFY THAT . . Kent Fiala 101 Kent. WA Miles Sand Gravel , .. .. Mile& & company _• . " _ .:_ . , lig•bqeitiptijectcd by the iiii4eiSiOied lidiited Onifeisionat ntritie4i.tOt.09rifprmance*ith the requirements of the citiotc:4010.004041-ia ciiiit4iie Production rizaliiies. As of 100e4ori.,44,t ;0.4*ilitio$*to"Foqtiireflielits for pro:N00 by ' CentratAlkcing with Atitotatic Ratehing„and Recordings of -C,OtentitiOuS Miiteiliiis Aggregate,. Water, and CheinicalAdofrtures. ... . •.., . 64A- • . 6.,, , • •co..40' ...:-, ., 79,,,*,t,,• . mt- T ' -. - •: ia °.} ‘-•''-':.,,it- , .„ , Atha-ttie of:i.,100.e.s4 f.toksstionat EtilottF , • ia 4V-1'' , IP, ' •- faiiiielrY it :Mil: . ,loth It 2024. ,ee, pisis „c3.4. '- .v kt,s`''•.. IrISWOoli Date iOattiOatIon Expiration:Data , , , _, s • This company will maintain these facilities in compliance with the Check List t 640#011.00t0 010 Will, correct promptly y deficiencieswhichcit?v*If... • //4:61 • . — ' : sw,)74 ge:.M.Z6.ttotirefr,' _ . Signature of.C.ompanY Offieial Title pf6mpany Dfil:cials NOTICE the cited't.fitt liidteetes only thil pied*des tee SettsfOory fir the 05etluee.ottoi,idiele whOlirapettidpeiated..COnfetniatte of the ccika*0 it.0(*ul*gm.kit reciiiontinitist be VerktocibY01411nOectiortmelhodS iii aecertiOce tidlit satei egretitteite. Thia certificate is isseed hy the tlitioetillteitileOied cch4e-ta hasOCiatiCa chsariticathin that the pdualch locally cenforn tette tectidtetittinte of the,: NRMCACetEtioktd Reedy 1_144ti'9;oheipte P1echiti*FitOlties,.0c3.tkatitherited.reptodlittlenornilsuse ettlitseettOlditney Fesilt ill OW:idiom l?lant ID t.III)l 8,..p OetlifisAtion ID#:.2090 '0 1965;092. 001,,2002,2006,., 2007,20,12 NatlOttta Ready:flItced ctittipir'e,*_40,datitiP.10;mg center Plaza,SOPA 4.0 1 Alexandria,.M1reinla423i4 ------ -- - a Washington State Department of Transportation Request for Approval of Material Contract Number FA Number SR Dale CAG-20-065 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING 8,EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAM# 086 PE Use Bld Item Material or Name and Location of Fabncalor,Manufacturer or Pit Number Specification PE/OP! Cole Hdgtr,CPL HO Use No. Product/Type Reference Code 85.01.01 MISERS BRADY WORLDWIDE,MILWAUKEE,WI 9-29.3(3) 3 85.04.01 TRACER WIRE KRIS-TECK:,ROME,NY 9-29.3(2)A4 3 85.04.01 TRACER WIRE ADVANCED DIGITAL,THOMPSONS 9-29 3(2)A4 STATION,TN 3 Project Engineer/Representative Date State Materials Engineer/Representative Date 3/24/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria:Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria:Mfg.Cert.of Compliance for Acceptance'prior to use of material. `;3. Acceptance Criteria:Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved CO No Acceptance Criteria:Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria:Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10.Approval Withheld: 11.Miscellaneous Acceptance Criteria.Remarks (PE): Remarks (HO): This form shall be completed prior to submittal.If this form is not compete at time of submittal it may be returned for information that was omitted. DOT Form 350.071 Revised 03/2021 Project Engineer Distribution Contractor Region Operations Engineer Febrcation Inspection Region Materials Stale Materiels Lab-MS 47385 TiMelehig Phone (253) 383-5022 Fax (253) 272-5214 ECTRIC IMEMEELUMEND Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -MISC To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-13 2207 Inter Ave, Suite A Spec Section No : Puyallup, WA 98372 Submittal Number: 13 Phone No: 253-841-4837 Date Sent : 3/23/2022 Fax No: 253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma, WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes WIRE MARKERS &TRACER WIRE Please return submitted items by 3/30/2022. Signed By: 4.604 -fotueVcc7Dated: 3/23/2022 Jane Romito Purchasing Agent 1- Washington State Tls.narFinarnt.of Trgrtor,nrtntinti March 23,2022 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 03-23-22 Bid Item: 85.04.01 Manufacturer: Brady Worldwide, Inc. - Milwaukee, WI Product Name: Omni-Grip, PVC Sleeves Standard Spec : 9-29.3(3), Electrical - Conductor - Wire Marking Sleeves Product Description : Pre-printed PVC wire marking sleeves Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 8, 2015 To be completed by the field inspector: Quantity: Verified By: Date: 9-29.3(3) E g R/A 1 Dy a PRODUCT, WIRE. CABLE & INDUSTRIAL - IDENTIFICATION , ., .. Brad I D.com SUBMITTAL REVIEW BRADY ' '14p , l. , X No Exceptions Taken ►.a �t�/,L/T. t, Make Corrections Noted Good Hopo Campus .0 _:. - Amend & Resubmit Parking Gate#3 1111111 III I I I 1 Rejected-See Remarks Install Date 7-1 III li III iI !Mill I V .t IMPORTANT NOTICE. This review does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and sue` Contract Documents. �' , p Gay 8r OHborne, Inc. 1 CONSULTING ENGINEERS Sy: DRS Date: 3/24/22 High-performance ill 111111111 labeling solutions ' '"� , \ ,,,, \ for the harshest re- ,Slit t f ' ! environments tiP• ,.., y'4" / 0 1 4 . el.' . *" Jr ' . fir► L- . . .• d 41)t) . •,.„ 4,. . ,...... . , : ki:is::. . 1 f. .,./ • .. - 0 - . x if , .. '60- ,11Pr 11.: #. ) ) tu t‘ if! . : . . kik ) y' - - ... .— .. • e . L PermaSleeve® Wire Markers B-342 PermaSleeve® PS r _ ' • Polyolefin Wire Marking Sleeves :.01 / 8-342 PermaSleeve PS Polyolefin Wire Marking Sleeves are • s* ' a 3:1 heat-shrinkable wire marking sleeve that fits snugly ! ° � a` around wires for identification and protection. 4'4" These fade-resistant and flame-retardant sleeves have an operating temperature of-67°F to 275°F(-55°C to 130°C). r . Meets Specifications: riiiiie, •SAE-AS-23053/5 ' . ', s •SAE-AS-81531 ••+s •RoHS compliant ' • UL recognized , Tested per: • • W •ASTM E162 Al `° 4.i ✓ •ASTM E662 (a •MIL-STD-202 • • ' - mg (1401 • • ,r i / / 4 or rip mCreate Your sTEP f•" PS = Single Sided Printng IN oi B-342 PermaSleeve: Product Type 3PS = OoubleSdedRinting Use these steps to create a sleeve 094 = 3/32' 0.023'-0.080'dia. 28to20gauge specific to your needs. 125 = 143" 0.046'-0,110'dia. 22tc 16gauge 187 = 3116" 0.062"-0.150'dia. 20to 10gauge STEP 2 250 = 1/4" 0.094"-0.215'da. 16to8gauge I, Utamtster 375 = 3/8' a125'-0.320'die 12to4gauge -- 500 = 1/2" 0.187'-0.450'dia. 8 to 1 gauge 750 = 3/4" 0250'•0.700'dia 6 to 4i0 gauge Example catalog number: 1000 = 1- 0.333'-0.950'dia. 2to0.950'.dia. 3PS - 187 - 2 - WT - S - 4 1500 1-1/2" 0.500-t.4arda. Na Product Diameter Width Color Roll Pieces STEP 3: 150 = 1-12'sleeve width Sleeve Width 2 = 2'sleeve width me Optional — /w Standard Colors Special Order Colors �1� Create your own: STEP 4: WT=While BL-Blue OR=Orange PK=Pink Color YL=Yellow Mt t_t /3�� Product Diameter Width Color Roll Pieces ate/ Oty For standard quantity,leave blank For small wanly,,enter S- VI Optional — STEP 5: Il sleeve diameter is094-25 Standard=2.500 Small(5)=500 Rot I Cty, II sleeve diameter is 375 Standard=1,000 Small(S)=250 ..i�. ; If sleeve diameter is 500 Standard=500 Small(5)=250 Printer Compatibility Ribbon Series Il sleeve diameter is750-1500 Standard=250 Small(S)=100 BradyPrinler i7100 R4300,R4502S.R5000, < PR Plus Printer R8600,R6700 !marker per sloe is standard, 88P0172 Double Sided Printer STEP 6: it desired,the sleeve can be split into multiple pieces. `L�'4° Pieces P °®• CA BradyPrinter i5100 and IP 2 = Sleeve is slit to create 2 pieces printer acceptable for '' -` 3 = Sleeve is slit to create 3 pieces _ ° size 125 and larger. 4 - Sleeve is slit to create 4 pieces Example. Sir,' •Ih WARNING:Cancer www.P65Wamings.ca.gov Print Ribbons page 146 TM' Material Guide page 264 198 Lai BRADY WHEN PERFORMANCE MATTERS MOST' PermaSleeve® Wire Markers lot. B-342 PS PermaSleeve Wire Marking Sleeves: Use the table below to browse standard white sleeves or build your own on page 198. 1.5" Sleeve Width, Single-sided Printable Printer Compatibility:7100,PR+,BBP72. i5100 and IP for size 125 and larger. Recommended Ribbon Series:R4300,R4502S,R5000,R6600,R6700 Catalog Coker Sleeves Approx. Range of Wire Diameter Supplied Dia. Recovered Die. Recovered Wall Thickness Sleeve Width Per Roll Wire Gauge Min. Max. Inch(mm) Inch(mm) Inch(mm) Inch(mm) • PS-094-150-Wt-$ White 500 28 to 20 0.023(0.6)-0.080(2.0) 0.094(2.4) 0.024(0.6) .024(0.6)±.003(0.07) 1.500(38.1) • PS-094-150.Wr Mks 2.500 28 b 20 0.023(0.6)-0.080(2.0) 0.094(2.4) 0.024(0.6) .024(0.6)*.003(0.07) 1.500(38.1) • PS-125-150.Wfs YVhile 500 221016 0.046(1.2)-0.110(28) 0.125(3.2) 0.047(1.2) .020(0.5)*.003(0.07) 1.500(38.1) • PS-125.150.WT While 2,500 22 to 16 0.046(1.2)-0.110(2.8) 0.125(3.2) 0.047(1.2) .020(0.5)*.003(0.07) 1.500(36.1) • PS187-150 wrS While 500 20 to 10 0.062(1.6)-0.150(3.8) 0187(4.7) 0.062(1.8) .020(0.5)*.003(0.07) 1.500(38.1) • PS-187-150.Wr While 2,500 20 to 10 0.062(1.8)-0.150(3.8) 0.187(4.7) 0.062(1.6) .020(0.5)*.CO3(0.07) 1.500(36.1) • PS250-1504V1S While 500 1608 0.094(24)-0.215(5.5) 0.250(6.4) 0.023(2.4) .025(0.6)*.003(0.07) 1.500(38.1) CO ▪ 113410 11MT White 2500 16tog 0.094(24)-0.215(5.5) 0.250(6.4) 0003(2.4) .026(0.6)*.003(0.07) 1.500(36.1) ei • PS375-150-WcS While 250 1210 4 0.125(3.2)-0.320(8.13) 0.375(9.5) 0125(3.1) .025(0.6):A03(0.07) 1500(38.1) • PS375-150.WT White 1 A00 12 to 4 0.125(32)-0.320(8.13) 0.375(9.5) 0.125(3.1) .025(0.6)*.Oat(0.07) 1.5p0(38.1) • Pss00-150-Wrs White 250 8 a 1 0.187(4.8)-0.450(11.4) 0.503(127) 0.187(4.7) .o2s(0.6)*.003(0.07) 1500(38.1) • PS-500-150-W1 White 500 8 to 1 0.187(4.8)-0.450(11.4) 0.500(12.7) 0.187(4.7) .025(0.6)_.003(0.07) 1.500(38.1) ®WARNING:Cancer www.P65Warnings.ca.gov i 0 V • Emmy 111 FilSOPY _.._ Technical Data Sheets Available Technical Data Sheets for all Brady label -- --_ materials are available online at - _=--- - BradylD.com/TechData W fa Print Ribbons page 146 Material Guide page 264 BradyCanada.ca { Brady)D.com ( BradyLatinAmerica.com 199 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks TRACER WIRE IMPORTANT NOTICE.This review lil does not relieve contractor front hit 9-29.3(2)A4 ill responsibility to comply&conform with the Plans.Specification and Contract Documents. Gnay li(),:I.•..-..P.I.,.-. Kris-Tech Wire Co. 121=3=111DRS c4,3124/22 AIM Scope: F Single conductor, Type RHW-2/USE-2 for use at 600 IVO volts or less and RHW-2 for use at 2000 (2kv) volts or less. RoHS compliant. Approved for Direct Burial rated for a maximum continuous operating (1110 temperature between -40°C and 90°C in wet and il 105°C in dry locations. Applicable Standaros and 'i est : fl) ASTM B-1, B-3, B-33, B-8, and B-174, UL 44 and UL83, Fed Spec J-C-30B, ASTM 150. MADE IN Construction: �� Conductors: op 1Cy stranded, annealedSingle orc p harder , coatedconductors oras uncoatedsolidor U. S. A. copper per UL and ASTM requirements. Insulation: XLP is "Oil and Gasoline Resistant II". All black insulation is rated "Sunlight Resistant". / Identification and Packaginc 0 The wire shall be identified by surface marking oHS indicating the manufacturer, conductor size, voltage / ` rating, UL symbol, and type designation. Standard " YELLOW length spools have 500 or 2500 feet. TRACER WIRE t nil Standard Insulation Nominal Overall ng Number of Extra Flexible Thickness Diameter 600V/2KV— Wgt. Shippi Strands Stranding 600V/2KV Inches (standard Approx. Shippi (Lbs./Mft.) 1J 14 Solid or 7 19, 41 45/60 0.16"-0.17"/0.19"-0.20" 21/25 12 Solid or 7 19, 65 45/60 0.18"-0.19"/0.21"-0.22" 30/33 10 Solid or 7 19, 105 45/60 0.20"-0.21"/0.23"-0.24" 44/49 8 7 19, 133 60/70 0.2770.28" 70/74 6 7 19, 133 60,70 0.31"/0.32" 106/111 4 7 19, 133 60,70 0.3570.36" 161/166 2 7 19, 133 60/70 0.41"/0.42" 246/252 1 19 133 80/90 0.4970.50" 318/325 1/0 19 133 80/90 0.5370.54" 389/397 Il P: (315) 339 5268 • F: (315) 339-5277-sales@kristechwire.com •www.krlstechwire.com Spec: RHW-2/USE-2 Issued:09/02/16 Supersedes:09/22/15 TRACER WIRE 9-29.3(2)A4 XLP USE-2 OR RHH/RHW-2 - BUILDING WIRE Cross-Linked Polyethylene Insulated 14 AWG - 750 MCM • 600 Volts • 90°C Dry and Wet DESCRIPTION Bare Copper ADC's USE-2 is insulated with chemically cross-linked polyethylene insulation. APPLICATIONS W Appropriate for use in general purpose wiring for lighting and power n residential,commercial,and industrial buildings.Suitable for use in CClow leakage circuits requiting a dielectric constant of 3.5 or less. XLPE Insulation CONSTRUCTION Conductors:Annealed stranded bare copper per ASTM 83.Class B Stranding per ASTM B 8. 0 Insulation: Chemically c)bss-linked polyethylene Z Colors: YELLOW I �` INDUSTRY LISTINGS&STANDARDS CImils ��""` • UL Listed as XLP USE-2 or RHH/RHW-2 per Standard 44 and 854 moll `� MADE ern¢USA ICEA S-95-6581NEMA VVC-70 SUBMITTAL REVIEW Federal spec A-A-59544 D 90"C Wet/Dry-40"C Rated X No Exceptions Taken Gasoline and Oil Resistant II-GRIT Make Corrections Noted CABLE IDENTIFICATION CCI C(UL)RW90 1000V Listed Amend 8 Resubmit Sunlight Resistant-SR Rejected-See Remarks "ADVANCED DIGITAL CABLE,INC.XX AWG Direct Burial IMPORTANT NOTICE.This review XLP 90C(-40C)E197262(UL)TYPE RHH OR RoHS Compliant does not relieve contractor from his RHW-2 GRII SR OR USE-2 OIL RES II DIR responsibility to comply 8 conform BUR 600V c(UL)RW90 1 KV---RoHS" '14 AWG through 4/0 AWG VW-1 available upon request with the Plans.Specification,and Contract Documents. 41)C ® RoHS Grew�Osborne,Inc. LISTED LISTED ry CONRU.Two MIME r R4 iiv DRS Date3/24/22 Part r'N ost tin stow 1"""h ap�q d1O e I Nett We MZ1M' copper Weight per ibs/1M' -- 314 Y 14 7 46 .161 22 12.69 312 12 7 45 .181 30 20.16 — 310 10 7 45 .204 45 32.05 308 8 7 60 .264 79 - 51.00 306 6 7 80 .301 107 81.00 304 4 7 60 .349 161 128.90 _ 303 3 7 60 .379 193 162.50 302 2 7 60 .409 244 204.90 301 1 19 80 492 325 258.00 3010 1/0 19 80 .830 399 328.00 3020 2/0 19 80 .575 491 411.00 is 3030 3/0 19 80 .625 606 518.00 m 3040 410 19 80 .685 751 653.00 5 3025C 250 MCM 37 95 .763 880 772.00 g 30300 300.MCM 37 95 .820 1021 626.00 X 30350 350 MOM 37 95 .867 1184 1081.00 p - -.--30400 400 MOM 37 95 .918 1345 1235.00 t 30500 500 MCM 37 95 .999 1663 154400 30600 600 MCM 61 110 1.107 2051 1853.00 0 A 30750 750 MOM 61 110 1.218 2532 2309.00 information contained on this specification is intended to be wade guide in product selection and is believed to be reliable. ADC IThe C has rt®de every effort to ensure the data shown above Is accurate at the time of publication.This specification Is stilled to change anytime without notice, Rev(costs 4 PHONE: (800) 343 2579 • FAX: (828) 389 3922 • WWW.ADCABLE.COM Washington State ,,2 Department of Transportation Request for Ap roval of Material 1Conttad Number FA Niambi Date CAG.20-065 ISectionI Tide dProbed Cowry DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING a EXCAVATING.INC TOTEM ELECTRIC For MOOT Use Only RAM* 046A PE Use bid tem Maiaai a Nam and Location of Fabricator,Naago:Mar ar PM Meter Specificalton PEARL Coda Has tOPL HO Use No. Re:W*7ype Rea once Coos l"^• M RSF w w'WEIURYPORT.MA E5.01 DISCONNEt:r 9 a9 7C- cr' MAPLE VALLEY,WA RS.Ot DISCONNECT 929.7(2) 83.01 PU N FEDERAL WAY,WA 9.29.7(Z) 83At NEWBURYPORT,MA _ 929.7I2) 83.D1A3 TRICAL,AUSTIN,TX 9-29.12(1) KIT 83.01 T,PORTLANDt OR GSP 6- ROU Ni4SdB ,liULTI,TULSA,OK GSP 6- 85.01 BONDED eANC:HORGS --. �Q1Tf GRd • PACIFIC CORRUGATED,6UBENE.OR ! 85.01 CULVERT J-26.10-3 3 85.OI SONOTUBE IARTSVILLE,SC 7-02 PRE!EngineertWeresentaltve 3/9/2022 State ANalerieb Englneerf epresentMive Date ateAcceptance Action Codes for use by Project Engineer and State Materials Laboratory I Acceptance Cr,iena.Acceptance based upon'Sattactory'test Repert or Acetylenes Cntena:MAg CM.d Compiance for samples or materiels to f e incprpo atPd into prpbtct Acceptance'prior to use materiel. Ateriai. 0 plane Criteria.Catalog Cuts tor'Accapance poor to use of material.Catalog Cut Approved 1101 No Acceptance Criteria:Submit Shop Drawings for'Approver prior lo fabrication of mamas S. Acceptance Criteria Oruy'Aptxoved for Shipment.'WSOOT Inspected or'Fabrication Approved Deal"matena sratl oe Lsed 6. Acceptance Criteria Submit Certificate of Materials Origin to Project Engineer Office 7 Acceptance Criteria.Request Trarsmitted to State Materials laboratory to Approval Adios 0 Sourtm Approved 9 Approval tNilhhe3C: Submit samples for preliminary evaluat.on 10,Approval Wltnneio 11,Mscerianeous Acceptarce Criteria Remarks (PE). Remarks rNCD This fare snail be completed prior to submittal.HUM form is not compete a time of submittal it may be returned for inramaean that was omitted DOT form 150071 Y� Revrned 03QOi1 Project Engreeer d,lneuton 04Contractor Rodeo CkulatenaFoanee b,faaua,wpemor ringerwrenma StareMaiaria%uo.MSa'74; See RAM review of all all response for other matrial J-26.10-3 • CORRUGATED METAL PIPE Galvanized Steel - Aluminized Steel - Aluminum Alloy CORRUGATES RIFF c •o. CORRUGATED METAL PIPE(CSP,GASP,CAP) Corrugated metal pipe is used extensively in flood control, drainage and sewer systems because of its economic value, strength and durability.The pipe is usualy fabricated in 20- foot sections; however, sections in other lengths are • S available.The avaitabie diameters range from 6 inches to 96 inches and tie available wall thicknesses are.052 inches(18 a .064 inches(16. �,�_• ` Br7 �). gauge), .079 inches - .1: (14 gauge), .109 inches(12 gauge), .138 inches(10 • ; gauge)and .168 inches(8 gauge). The pitch of the • corrugation is two and two-thirds inches and the depth is one-half inch. For 6-,8-, and 10-inch pipe the pitch is one and one-half inches and the depth is one-fourth inch. (See ' r detail on this page for definitions of pitch and depth.) CORRUGATED METAL PIPE-ARCH(CSPA.CASPA, —"Tr CAPA) , Corrugated metal pipe-arch performs the same function as e.., t+4i round pipe and is used primarily where there,s limited �• headroom Or cover over the pipe or where the hydraulic _ a �f - conditions necessitate its use.Corrugated metal pipe-arch, '�"'e like corrugated rnetai pipe,is usually fabricated in 20-foot adlittj sections, although sections of other lengths are available. The pipe-arch is available in many sizes.The minimum span 1irr x rise is 17 x 13 inches and the maximum is 83 x 57 inches.The available wall thicknesses are.064 inches(16 gauge), .079 inches(14 gauge), .109 inches (12 gauge), .,' .138 inches(10 gauge), and .168 inches (8 gauge)_The -:• -, :_- pitch-of the corrugations is two and two-thirds inches, and the dent' is one-half inch (see detail or this page for definitions of pitch and depth). DEEP CORE (3 X 1) SUBMITTAL REVIEW Deep Cores corrugated metal pipe which has a pitch of three inches and a depth of one inch(see detail on this X No Exceptions Taken page for defnitons of pitch and depth). For larger Make Corrections Noted diameters, this corrugation profile allows the use of lighter Amend & Resubmit _ gaugematerial for any given loading condition and reduces Rejected See Remarks the weight and cast of corrugated metal pipe by 3096 to 60%.The use of Deep Core provides economy and strength IMPORTANT NOTICE: This review in larger diameters.The standard length is 20 feet,although does not relieve contractor from his other lengths are available.The available diameters range responsibility to comply &conform from 42 inches to 144 inches. The available wall with the Plans, Specification, and thicknesses are.064 inches (16 gauge), .079 inches(14 Contract Documents. gauge), .109 inches(12 gauge) and .138 inches(10 gauge). 4610 C 8L0®boTrne, EEP CORE(3 X 1) PIPE-ARCH Y Inc.I:� Deep Core can also be arched where limited head room is CONSULTING ENGINEERS encountered.The available wall thicknesses are 079 inches By DRS Date. 3/9/222 (14 gauge), .109 inches(12 gauge)and.138 inches(10 gauge).The minimum span x rise is 60 irches x 46 inches and maximum is 171 x 110 inches. Refer to technical manuals for heights of cover, size, and gauge tables. Contact Pacific Corrugated Pipe Co. for reference publications. 3 Pacific Corrugated ;Eugene, OR Washington State V 7Department of Transportation Request for Approval of Material Cordract Number FA Number SR Date CAG•20.065 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontiaaur REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RE_SURNI1TT,U,OFRANI73 RAM# 073C PE Use Bid!tern Material or Name and Location of Fabricator,Manufacturer or Pit Number Specification PE/QPL Code Hdgtr./QPL HC Use No. ProducVType Reference Code 85.05 ANCHOR PORTLAND BOLT,PORTLAND,OR 9-06.5(4) 3 BOLTS PLEASE NOTE-ALL ANCHOR BOLT MEASUREMENTS HAVE BEEN FIELD VERIFIED Project Engineer/Representative Date State Materials Engineer/Representative Date 2/22/22 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria'Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. Acceptance Criteria:Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria:Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved No . Acceptance Criteria:Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria:Only'Approved for Shipment'.'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10.Approval Withheld: 11.Miscellaneous Acceptance Criteria.Remarks (PE): Remarks (HQ): This form shall be completed prior to submittal.If this form Is not compete al time of submittal it may be returned for information that was omitted. DOT Form 350-071 Revised 03/2021 Project Engineer Distribution Contractor Region Operations Engineer Fabrication Inspection Region Materials State Materials Lab-MS 47365 - Phone (253) 383-5022 Fax(253) 272-5214 ELECTRIC Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -TES POLES -ANCHOR BOLT RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-1 2207 Inter Ave, Suite A Spec Section No : Puyallup, WA 98372 Submittal Number: 1 Phone No: 253-841-4837 Date Sent : 1/25/2022 Fax No: 253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Status : Pending Return To Jane Romito Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma, WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes POLES; ANCHOR BOLTS; LUMINAIRE; BANNER ARMS Please return submitted items by 2/1/2022. Signed By: i '" Dated: 1/25/2022 Jane Romito Purchasing Agent t A Submitted by TIN Lthang Group KRISTIEKUcnAN Catalog Number: Type: / 1111 Job Name: 1-1/4x54"galv.F1554GR55 w/14.5"b.c. d DuvaNA1Ae NE ftinen ALUM POLES -- PROVIDED OE PORTLAND sett -- - ----- ----- OM of R4aterW(title 3) 1.1/4'4 GTE. Sig tie.GRADE/DESCRIPTIOa r- 100 1-1/4 S4 ASTM F1554 Grade 55 rod i _ 600 1-1/4 ASTM A563 Grade OH heavy hex nut 1 MI ` 600 1-1/4 ASTM F436 Type 1 hardened washer J Napes ----� Meets theSl requirementfor weldadlity �+ Heavy hex nut dimensions meet ASME D18.2.2 ion Finish:Galvanised per ASTM F2329 and A153 ram. Hardware is not provided assembled III Drawings we not to scale SUBMITTAL REVIEW ISI X No Exceptions Taken Make Corrections Noted U Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification.and Contract Documents. Lilttv►y Lie Osborne,hsc CONSULTING ENGINEERS By: DRS Date. 2122/22 x rt.' APPROVED RV DAR i -- ......, '..' IROQTL CUSTOMER Portland Bolt&Manufacturing Co. 3441 NW Guam St. Alto Portland, 7230 [p]BOO.S47a7.6766 [f]503.227.4634 e Possum gptr ---'' [a]www.ooiandbodt.tom l ORDER I QUOTE ._._ ev Irr j MI 1/20/2022I [w]www.00rtlandbolt.c m A. Submitted by ON Ughling Group KRIST1EKUCNAN Catalog Number: Type: / 1111 Job Name: 1-1/4x54"galy F1554GR55 w/14 5'b.c. d Duval Ave.NE-Renton. ALUM POLES PROVIDED BY rOaTIAKO BOIT Big of Material(Une4) WY. SZE IEtI. GRADE/nsanmor 50 13/11 I IASTM A36 round plate J Notes Finish:Galvanited per ASTM F2329 and 4153 `.1 r Drawings are not to scale � r ,"AL \ $►a SUBMITTAL REVIEW ,d O J n 1-3/8"HOLES X No Exceptions Taken Make Corrections Noted • _ Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform 6-11.-noc with the Plans,Specification,and Contract Documents \ O Gmy 8L O.bo.�,Lan CONSIILT\NO ENGINEERS By. DRS Date:21/2022 x ._ .. - AfaROIiRY 011ie POOKST GROOMER Portland Bolt&Manufacturing Co. 3441 NW Guam St. A ill Portland,01t 97210 Co]900.547.675E [f]503.227.4634 ttAro 90tT� I RASE Ig 1/20/2022 [e] oortlandboc tont O Eaa OWN if KT I DATE (N)www.0urtlandbOlt corn • Submitted by The Lighting Group KRISTIEKUCHAN Catalog Number: Type: ,(r ® Job Name:Duval Ave.NE-Renton 1-1/2x60"galv F1554GR105 w!18'b.c. RELOCATED TYPE III Oar Material[Line 31 1-1/2-6 tm'. SIZELEN GRADE IDFSCRIenoN Ir- 1-1/2 60 ASTM F1554 Grade 10S rod 1-1/2 ASTM AS63 Grade DH heavy Inv nut 1-1/2 IASTM F436 type 1 hardened washer J Notes STAMP'PA All 105'ON 18'TE.CHARPY MAIL sems THICKNESS READINGS REOO ', GALV Heavy hex nut dimensions meet ASME 613.2.2 Ii.. Finish:Galvanized per ASTM F2329 and 4153 Hardware is not provided assembled Drawings are not to scale e�e�ee� IIISUBMITTAL REVIEW X No Exceptions Taken _ Make Corrections Noted _ Amend 8 Resubmit Rejected-See Remarks - 1 IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Contract Documents. Gray&Osborne,Enc. CONSULTING ENGINEERS By: DRS Date 2/22/22 AWRottOSY DATE oP -- PROJECT CUSTOMER Portland Bolt&Manufacturing Co. 3441 NW Guam St. a11115 Portland,OR 97210 [p]800.547.575B [f]503.227.463A [e]saksioortlandbolt.rw, 0 PORILnm lEtT lame _—j ORDER I QUOTE — I BY GAI omit 12/7/2020—__. Lw]www.00rtlardbon.[orn r 1 Su6mNed try TIo LOON Group KWSTIE KUCHNJ Catalog Numper: Type: Job Name: RELOCATED T Duvall Ave.NE-Renton 1-112x60"gale.F1554GR105 w/18 b.c. TYPE III FROMM rry POIMANO BOLT NI of Material(Line 6) l CITY. SRE RN. MAW OES[RIPTION 2 I 1 I IASTM A36 round template/ Notes � Drawings are not to scale 22l 1". {� O SUBMITTAL REVIEW / 1-s/e�Moles X No Eted // �� _ it / __ Rejected-See Remarks IMPORTANT NOTICE:This review \ —14•HOC does not relieve contractor from his responsibility to comply&conform \` with the Plans,Specification,and Contract Documents. Gast'&Osborne,Inc. \CIINN'....---- ---------7! CONSULTING ENGINEERS llab Qgy: ORS Date: 2Hl2022 x . ARPaQIED MY DATE NI000T , CUSTOMER Portland Bolt&Manufacturing Co. 3441 NW Guam St. 111111! Portland,OR 97210 [p]800.547.6758 1 El 503.227.4634 re]3ales{Anmtiandboll.corn I O MOUND NCO2O7o papal I QUOTE I gr GRI Oon 12/7/2020 [N]www.00rtiand6olt_corn Subbed by The Lighting Group KRISTIE KUCHAN Catalog Number: Type: IIII Job Name: 3/4x30 galv.F1554GR55 w/9"b.c. RELOCATED Duvall Ave.NE-City of Renton template PELCO RRFB / aaI al Material rm eon, L.....9111 .ne b ar.da/o..vyuon 3/4"-1 S J 3 Rod 3/4"-10 30" F1554 Grade 55 All Thread1 1;t 18 Nut 3/4" A563 Grade DI Heavy Hex 18 Washer 3/4" F436 Type 1 V N.... ASTM F1554 Grade 55 MI Thread Rod dimensions meet ASME ICI B1e.31.2 SUBMITTAL REVIEW Finish:Galvanized per ASTM F2328 and A153 I'll No Exceptions Taken Hardware is not provided assembled Drawings are not to scale _ Make Corrections Noted Amend&Resubmit '.' Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his -;--- responsibility to comply&conform _ 30 with the Plans,Specification,and Contract Documents. _ Ci.wy ticOeborr..,I...; CONa LTINO ENONEER6 By: DRS Date•2 1/2022 IApproved By Date .11.6 blame eat, 'I eu.ma.r 10/27/2020 e ft. da.s Ha. Portland Bon&Manufacturing Co. 12415 MI, 13441 NW Gown SL ey R,II II11-4 (F'603-227�63. GR E rWr1311oMnabob.cpn nrsov .nrb It ran Submitted by The Lighting Grow KRISTIE KUCHAN Catalog Number: Type: III Job Name:owes Ave.NE•City of Renton 3/4x30 galv.F1554GR55 w19"b.c. template RELOCATED PELCO RRFB DOTES Plate:ASTM A36 t/ Finish:ASTM F2329 hot dip galvanizing/ 1r4 SUBMITTAL REVIEW rs e X No Exceptions Taken 13.5"B.C. Make Corrections Noted Amend 8 Resubmit Rejected-See Remarks �r NO IMPORTANT NOTICE:This review does not relieve contractor from his / responsibility to comply t3 conform } with the Plans,Specification,and i S Contract Documents II 4W‘b '' j Cizby 8r Cla orne,)lien r CONSULTING ENGINEERS By: DRS Date 2/1/2022 0. i• Portland Bolt&Manufacturing Co. -^ 3441 NW Guam Street J 11111'3 PFo503-22774634rtlan,OR 10 r w.vw.poruandboltcom Job Name: tr « Customer: Revisions Sates Order Number Quote Number I Date By 10/27/2020 a Submlled by The lgvT'g Group KRIS TIE KUCNAN Catalog Number: Type: Job Name: 1/2x30"galv.F1554GR55 w/9"b.c. Duvall Ave.NE-Renton RELOCATED RRFB .. _ .ravrlEn WPC.T r.., • - ... M of Material(tine 1) 512E UK GRADE/DESDIPnON 1/2"•13II� 4 1/2 30 ASTM FI554 Grade SS all thread rod I 24 1/2 ASTM A563 Grade OH heavy hex nut 24 1/2 ASTM F436 Type I hardened washer J 1111 Notes Cut ends sprayed with Brlte Zinc 8-100 IS, Al thread rod dimensions meet ASME 818.31.2 • Meets the 51 requirement for weldabiity ISI Heavy hex nut dimensions meet ASME 818.2.2 Finish.Galvanized per ASTM F2329 and A153 J - Hardware is not provided assembled Drawings are not to scale III SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend&Resubmit 30"i Rejected-See Remarks IMPORTANT NOTICE.This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification.and — Contract Documents. Gray&Osborne,Inn CONSULTING ENGINEg& x By: DRS Date:2/112022 ,.' Anaoemar an PROJECT Gmoatet ® v Portland Bat S Manufacturing Co. -- `---_.-__—_— 3441 NW Guam St. ��'� Portland,OR 7 [p]Boos4z6756 se [f 1 503.227A634 e mDaon zezi [e] aws oortiandbolt tom ponn OCR QUOTE __— 19 gT DATf I/2Q/2022� jww.p[u] ortlandhnlT.rornm Submitted by TARLoMtg Gaup KRISTIEKUCHAN Catalog Number: Type: III Job Name:Duvall Ave.NE-Renton 112x30"galv.F1554GR55 w/9"b.c. RELOCATED RRFB PROVIDED DT PORTLv0090(T ' I Bili of Material[Line 2) 03z. NM ter GRADE/DESORPTION ( 1 11/4 1 IASTM A36 round template Notes J 1/3, Finish:Galvanized per ASTM F2329 and A153 ..4"13' 1 1 r- Drawings are not to scale SUBMITTAL REVIEW ac. ° X No Exceptions Taken Make Corrections Noted 3/8^holes Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review 4 does not relieve contractor from his responsibility to comply&conform 5 HOC with the Plans.Specification,and Contract Documents. l 0011 Gray 8c Oaabornc,Inc./ CONSULTING ENGINEERS O 0 By: DRS Date. 211/2022 APPROVED BY DATE — PROJECT CUSTOMER Portland Bolt&Manufacturing Co. 3441 row Guam St. 8111„3 0.Guam [p]11 .6756 [f]503.227.4634 sa a MD DE PoRRa0LT2072 1 PAGE 1 ODI QUOTE ay Cr j DATE 1/20/2022' [w]wwwaortlundbotlnont Sebmihed by The Ughbrg Group NRISTIE HUCHAN Catalog Number: Type: 1 1111 Duval Ave.NE-City of Renton.Job Name: 3/4x36 galv.F1554GR55 w/9"b.c. template RELOCATED Du PS POLE JBIS of Materiel 3/4"10 Qty Item Olam Lanpt Grade/Description 3 Rod 3/4"-10 36" F1554 Grade 55 All Thread S1 1 • 18 Nut 3/4" A563 Grade DH Heavy Hex J VIII 18 Washer 3/4" F436 Type 1 J Nob. ASTM F1554 Grade 55 All Thread Rod dimensions meet ASME III B18.31.2 Finish:Galvanized per ASTM F2329 and A153 1 '.' Hardware is not provided assembled Drawings are not to scale SUBMITTAL REVIEW III X No Exceptions Taken Make Corrections Noted _ Amend&Resubmit Rejected-See Remarks 36" IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Contract Documents. _.- Grny 8r Oltb0rrac,Low. CONSULTING ENGINEERS By: DRS Date 21/2022 III Approved By Date ISO Job Nome Date Customer LIGHTING GROUP NW 10/27/2020 V Orderllanufacturing Co.No. aw.e w�. l 12"' 3441 NW Guam St Portland,OR 97210 jImr P:600.547-6758 Shoat I, F:60Y227�634 2 of 2 GR I E salesaportlandboltcorn www.porllandbof.com Submitted by The Lighting Group KRtSTIE KUCHAN Catalog Number: Type: / \\.rl Job Name: 3/4x36 galv.F1554GR55 w/9"b.c. RELOCATE! Covell Ave.NE-City of Renton. template PS POLE NOTES Plate:ASTM A36i Finish:ASTM F2329 hot dip galvanizing 1/4" - SUBMITTAL REVIEW —7/8°g X No Exceptions Taken 9"B.C. Make Corrections Noted ------------- Amend&Resubmit Rejected-See Remarks 0 0I .-. IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Contract Documents. Cimy ec O b rri .Irr CONSULTING ENGINEERS By: DRS __ Date:2/1/2022 Portland Bolt&Manufacturing Co. 3441 NW Guam Street ft t1Ir Portland,OR 97210 P:800-547-6758 F:503-227-4634 6" www.portlandbolt.com Job Name: e 12` ► Customer: Lighting Group NW Revisions Sales Order Number Quote Number Sheet 1 of 1 Date By 10/27/2020 Ink Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 02/18/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Totem Electric This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 073B PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use Nc. Product/Type Manufacturer or Pit Number Reference Code Code A85.05 Anchor Bolts Portland Bolt 9-06.5(4) 10 Project Engineer/Representative Date State Materials Engineer/Representative Date 2/22/22 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. ®Approval Withheld: Changes via FWD #3 have been deleted per City's request 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distnbution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Matertars ❑State Materals Lab.MS 47365 Submitted by The Lighting Group KRISTIE KUCHAN Catalog Number: Type: T Job Name: 1-1/4x62"gals. F1554GR55 w/12-1/2" Duvall Ave.NE-Renton b.c. ALUM POLES —.. PROVIDED BYPORTLIND BOLT Bill of Material(Line 3) 1.1/4"-7 OW. AD SIZE LEN. GRE/DESORIPTION 100 1-1/4 62 ASTM F1554 Grade 55 rod 600 1-1/4 ASTM A563 Grade OH heavy hex nut '.' 800 1-1/4 ASTM F436 Type 1 hardened washer Notes Meets the S1 requirement for weldability eae>_es Heavy hex nut dimensions meet ASME B18.2.2 Finish:Galvanized per ASTM F2329 and A153 Hardware is not provided assembled 'I Drawings are not to scale sus x APPROVED BY DATE PROTECT CUSTOMER Portland Bolt&Manufacturing Co. 3441 NW Guam St. Atli Portland,OR 97210 [p]800.547.6758 [f]503.227.4634 [e];ales@portlandboh corn tl PORTLAND BOLT 2022 PAGE 3 of 4 ORDER QUOTE 172215 BY KT DATE 2/3/2022 [w]www.00rtlandbolt.com 7 Submitted by The Lighting Group KRISTIEKUCHAN Catalog Number: Type:Job Name: 1 1/4x62"galv.F1554GR55 w/12-1/2" Duval Ave.NE-Renton b.c. . PROVIDED at PoRTL\N)SOIl Bill of Material(une 4) COY. SIZE LEN. GRADE/OESCRI►0ON _.... 50 3/8 ASTM A36 round plate Notes 3/8") Finish:Galvanized per ASTM F2329 and A153 r ---- 16-1/2" I f - Drawings are not to scale .0`• ,: 01 3/8"holes 8.1/2"HOC N 0 o x APPROVED BY DATE PROJECT CUSTOMER Portland Bolt&Manufacturing Co. 3441 NW Guam St. Atm"! Portland.OR 97210 [p]800.547.6758 [f]503.227.4634 [e]sales@ portlandbolt.com OPORTIAND BOLT 2022 PAGE 4of4 ORDER I QUOTE 172215 BY la DATE 2/3/2022 [W]www.portlandbolt.com Submitted by The Lighting Group KRISTIE KUCHAN Catalog Number: Type: TI Job Name: 1-1/2x66"galv. F1554GR105 w/18"b.c. RELOCATED Duvall Ave.NE-Renton TYPE III PROVIDED SI'PORTLAND SOLI - -_._ _. .. __.._ .-_ __.___. ___ _..____ Bill of Material(Line 1) 1.1/2"-6 CEIY. SIZE MN. GRADE/mammon 1 (c- 4 1-1/2 66 A5TM F1554 Grade 105 rod 24 1-1/2 ASTM A563 Grade DH heavy hex nut A _ -___‘ 24 1-1/2 ASTM F436 Type 1 hardened washer Notes —— Heavy hex nut dimensions meet ASME B18.2.2 Finish:Galvanized per ASTM F2329 and A153 ur lel Hardware Is not provided assembled • q� Drawings are not to scale IL- 1.' �ee>. is' 'o T, x APPROVED ey DAM :TO �� hI PROJECT CUSTOMER - Portland Boit&Manufacturing Co. 3441 NW Guam St. 97210 I%%111 Portland,OR [p]800.547.6758 [ ]503.227.46344634 [e]salesL portlandbolt.cam (PORTLAND BOLT 2022 PAGE 1 Of 4 I ORDER _ ___ QUM 172215 ay Kr am 2/3/2022 [w]v:VON port la ndbolt.com Submitted by The Lighting Group KRISTIE KUCHAN Catalog Number: Type: - � �t Job Name: 1-1/2x66"galv. F1554GR105 w/18"b.c. Duvall Ave.NE-Renton PROVIDED BY PORTL.ND BOLT Bill of Material(Line 2) QTY. SUE LEN. GRADE/DESCRIPTION ^, 2 1 ASTM A36 round plate • Notes Finish:Galvanized per ASTM F2329 and A153 ,..--,-------_- _ ''__—.- __.-+22 J-\-- -----.---- ____ • -1 Drawings are not to scale N'''''..\ ,0` ` \ ozz...........„______ 1-5/8"holes • 0--14"HOC I • 0 (--) x APPROVED BY DATE -PROJECT CUSTOMER Portland Boit&Manufacturing Co_ 3441 NW Guam St. N%%s Po1iIdboit land,OR [p 800.547 [f 503.227 _com 0 PORTLAND BOLT 2027 1 PAGE 2 of 4 ORDER QUOTE 172215 BY KT DATE 2/3/2022 [w]www.Dortlandbolt.com -i • 'WashpmgtOn State .' • Department of Transportation 2equQst ior ;pproval of latcrial_ _ ._ CatitractNumber - ^FA Number; CAG.204I65 __ , Section.I:Tile,of Project; _ • -----Cat - . DUVALLAVENE. _ . - i KING . Cdntractor - SUbcantractai' - REED TRUCKING•&EXCAVATING,i iC:-'-• � � TOTEM ELECTNiC' _ For WSDOT Use Onty . . , - . W... • RAM•# '054A `'` . PE,Else" Okillerr'Materjatei- 'Neale andtccaftonofFabricator,Manptacturer,or Pit;Number $aricMration: -PE/OK:Serietidgir4OPL. HOcise • =No ' ProducUfype • ..Reference Code` RSG910Cr tLIJtIGGC GOM,CONCORD"ON7 CJUO • .85:S9;02 cillIGIZNET '9•7.4:13(t0)A SWITCHES CANAgA . . _ POWER' IWGOUOCOM;<CONCORD,,ON'PERiO: ' _ 8 - 85 09:02 .p.a9 . irAaGES . CANADA -- ' - • Itili NCGBi 1ISt',1' RUOdEttdOM-CONCOtt[}:ONTERl4., •8o 07,'t)2 _ - -9`29 8❑ . TR'ANSC.E .VFR,Ci4;411k • t#5:09,01• • CQRN1!4 .CORNIc1U NX 9r29 l . HOUSit.1.Cr CLOSET' BS:tj9:01 J ealtrnt�iif cattlJtGtt,PJY 9=9 g CONNECTOR'_ '_., Jiltt•1t'GRS&, '' •- 85.09G01 . ., 13FJ,Efl,,,PORT AND OR., • .r0''-29 Prl�rArLs 85;09;01 •' PATCH.CABLEj BLACK I3.OX,T4ViRL'NCE,PA ,9-29 0 . SPep CjIpCK ; - - • .. .8 :13. L'ARti•tA1-LAti,VICTOERt;R 8''20a3(20);9;3V.2G • itAL)Alt SIGNS - f • - PrajectEngtpeeffRep►eseRtative• - Date -" _ " - State Materiate Englneertffepresentaliiie pate, 2/2/22 , . . . Acceptance;Actiari - -- --- t' ' �odesfgr use bjr"Pi`ojeci<Enginet�ranii"State Niateriais Laboratory - ----- 'I Acceptance,Criteria:Aeceptancebased.upon,'Satlstactory',Teat Report for samples of materials to belpcorporatedinto;pro tact Z: Accepiat?ce C,rlterlic Mfg:Celt.or'Compliance farlkeaeptahcei-prirffr to Use Of material: - . 3:•Acceptance Criteria:.Catalog Cuts for'Acceptance';'pr'ior'lo use of material;,,Catalog'Cut Approved "yes. No, 4; Acceptance Criteria;-Submit Shop'Drawings•for Approval'prior tp'rabrication Of material: '5, °AcceptaniceGHtep'ef.pnty!ApprovedfearSfiiptnent`,'WSIiQTlrispsCted'"or+Fabricationapprovedl�ecalrMaterialshallbeusedi 6, 'A�ptance,Criteria;'Submit CeritHcate'or Materials;Origin a Project EA9tnear Office; , • 7, .ActgAtahci priterid kkifigt4tTranrmitli.iitnSta Materials•Laboratory•for Approval Action.. e. Source'Approved; NO EXCEPTIONS TAKEN ' a.'°Approval Withheld; Submit samples"far;prelimin'aty evaluation. if,0.ApprovaEW ht)elcJ . ,fi_MiscellarteousAcceptari: ' Le°'::,-am:rks• . tit inakt;s • See RAM 058B for review/approved Speed Radar Sign.(t��}; pp p 9 . This form shall lie completedtpriarto submittal If this.form.ts riotcompete at Umee or submittal it may "" - be returned for information•that was omitted; D0 r Fcrrri 35Q-071 'No./Wed t7.1/202i: 'project tit Ineerblsiiibdileft Ca:M.003r ' RagionpperadantEngineer .tab ncattanrnsperiicri IfeutO MataFyils %lipariJutiptal.Yb•-MpAz*si -.1,- •- . . • . . . , . (;Ti-.:--- -17. WPshington state- 7 Ari' pejo-art:moot of Tiam4portati:Ori, Bequest for Approval of Material .. _....._ C6:111*(14Innlier- -FA Nember. ., . cAG-20.685. • .„ - .. . ._.... . 50-Verti Title Orynted County:- - DUVALL AVE NE... . _ _ . _- - .. ._ e(letied0 '- . . Snticentraclnr: BEEDTRUCKIBG&EXCAVATING,INC „ .. ... .,-,'TittriM ELECTRIC . „ .. • __. • . ..,..__ r Fori,V5COIlite Only 054A' • Pg tok- --,i -a.koarp, mak:061'9r ,ht*Ianc11:0001o?FaWiOter,MEMIlredurorirplIlilunitter',5-nedicallen; .. PENIPLgO.C4 liditriBPL. HciBse.- - . _ , edi' ._ :! •-;i,to.... ..Pm:lad/rye •6 . . 5efeln '... ,' ... l' '- .GISPLAlt ' ' -. " --7---'---r• -, -- . . . __ .. 85„13 ' --i , . - .cAltivIANAII,..,--869r010A.BC , 9.49.21 - ENC OSURS (, ..•,. , •. ,_ .' 1 "" -DISKAY . '. ""- --' " - --7---,- .- - ' •'- ' - ,' - • --- --- —• • s 5-'11. 'iyitiiNTs eirtIvIANAti,VICTOBtAi,BC • Y-.0-21 1::1 __ . .. - • ' . .. . ' - - - - - . , .. . . • /in_,•(3- ;SOLAR- . . - - • ., a .. . , --''' • JABHOANAII,VICIGIOA„11C 29,2 0- ,I . ... ._ . . __ SNP)PEIECKT --- , ' • .-, , . - ___ ... _ _ . . , • as.t1 ,• . •..- , CAIWA11..YtTPRIA0c . r ' 4-#.Zt . EL :. .. . SIGNS' . _. . .. gill, -- -• .G,141B.ALIItAl;FIC,S'PrAtit Misr - r. ...ii:g(it El :. . :. ,...• SELECTO,R. .• ;„,. -. •- • -.- -- '• -"- -13K DETEcTOR- - 7-•-,-- %-:"- -- - .,' • -• k4".13.: --,- c - -•,el.o.qe‘urmfplci ST:PALIL,,W , . . ..___. .. . . . , • .__, . .0 i4' 000.81#g ,004•Kik,Tri4tiici itiv,440,M1I , •• mp• . , E • . , -. - 1070•GPS ' ' i •' . • .., ,,-,. -, — .,... , , . • ' $533 • - ' • CILQBALIRA FF1C ST;PA1.14,1‘414 . 940;3- - Ei , • CABLE . I Prole4' .1i9Tirgefillf04,efilililie :,------ - Dote, -----• L ' •I State MigelIidn Enpi00/BnprOtentaIivi?-. r)4tiai ' . 2/2/22- . .'Aeeeptance,Action,Codes for use by Project Sti410,460fid State Materials Laboratory ...••• •a , 4,%.ccePtan*Critpfla:'AtOdatkincie.P4sext PporL'tScdinfeatorr.Tent.ReilprI,WWMPIen of•Merialf5 to be Incorporated into project- Acceptance rOnterfafl Mgb Glatt.Of dpitOlianceIck*Optan;01 Oriorite,use et material -. • ' ' , . • 3 AcCe.1:011Cer Oriterliceefelegi Obte:Inr`AccePliinc§"prior'to,use of-rrieterIn1:-CetnldptuiAPpteved Yen Na • 4, ACCeptance,enteriez$utimit*too,brawfiig5,forAPprovaj;prior tq.fob,rIcallori of nintlincil. . • , , 5: Acceptance Criterjel Itmli*.A_Pprevect feiSpitirrniny.-',MOOT IhncledtecVerWabtleationAPeraiiecibecaPitntetini shall be Used.. A acceptance CniO4'SubMII,c'erailcatediblatenalilptigIrt to:Project,EnOritecOtce. • 1, ActeptOceCfiteriari Reaueit transmitted te,Stita.Maiteriall Laboratory fOr*pralii'Actiori: 'a, Spyrce:Approvea INO EXCEPTIONS TAKEN ,9, 40.0\fill yVitibeld,i ,ubrplt*Ienles fer.pfetiplinary eya1(.1491:1... 1.(l Approval Winiheldl 1/1.,M1sOitai)ii9ljb.,Nc00.hc0 Pfito,r10,..Remorfi.P. PO: I . This form shall be completed prior to tybmittal,It thfsf form Is not gempete.glittllifOredbinittel It may - be returned Ni'InfcirinigiothgyijAirliitelf4 Of Forin'3504r.1,711 ftev140.3/.2021 . Pm001010inktr,Ols!libulion. , • qiiitrador -Floplati operations imp/far Faliriebliaft.lntlicOlon ft,egipiffMKOIF: Pala m/1019i,00,7 tk1.1,4pb : • . • • Phone (253) 383-5022 Fax (253) 272-5214 MEEMEOMMEM ELEC TRIC Submittal 4741 — Duvall Ave NE Subject: DUVALL AVE-WESTERN SYSTEMS -REVISED COMPLETE To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-2 2207 Inter Ave,Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 2 Phone No: 253-841-4837 Date Sent : 1/21/2022 Fax No: 253-8414816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes RUGGEDCOM; RRFB -01-21-22 RESUBMITTAL DUE TO ELIMINATING SCHOOL BEACONS Please return submitted items by 1/28/2022. Signed By: /10,4.4 -13t/AVolDated: 1/21/2022 Jane Romito Purchasing Agent / r WesfernSys 'ems SUBMITTAL COVER PAGE January 20,2022 Project Name, Duvall Avenue NE:#CAG-20-065 Agency: City of Renton Contractor: Totem Electric Contact: Jane Romito Submitted By: Kris Wahl Job File No: 2021 W2639 REV3 Please see attached REVISED electronic submittals on the above referenced project for your review. Western Systems Inc.has reviewed the material and found all items referenced within the submittal to be acceptable for this project. The contractor is responsible for reviewing all quantities,dimensions and field verifications prior to release. Any changes to and/or additional equipment required will be addressed as a change order Your order is currently on hold and not scheduled for delivery. Lead times can vary based on when final approval is received. If a specific date is needed,please provide confirmation by written communication immediately and we will do our best to meet your requirements. Once approval has been granted, please return the complete submittal package marked as approved for our records and for the release of material. Respectfully, (6,;/1 W ltif� Kris Wahl Project Manager 425.438.1133 ® kwahl@westernsystems-inc.com www.westernsystems-inc.tom Q 1122 Industry Street,Bldg 8,Everett,WA 98203 ' w,#0,- Systems MATERIAL LIST Bid Item #A85, Electrical System Complete Ethernet Switches y Description 2 Ethernet Switch RSG910C(4) 1000Base SFP(6) 10/100/1000TX Ports(Din Rail) 'Swi,c es are for Awe NE d NE 10 Si and Duvaii Ave NE n NE 12"S' Ruqqedcom Part#RSG910C 2 Power Cable 18AWG 3 Conductor with Lugs 6' Ruggedcom Part#99-43-0007.001 4 Mini GBIC/SFP Transceiver 1000LX SM LC 1310NM, 10KM Ruqqedcom Part#6GK6000-8FG52.0AA0 4 Fiber Enclosure Wall Mount(12 Port)w/Splice Holder Corning Black Corning Part#SPH-01P 4 Coupler Plate 6 Pack SM(SC)Duplex Black Corning PartCCH-CP12-59 1 4 Patch Cord SC-LC/UPC SM Duplex 2M Bejed Part#BJ-5664A-Z002M 8 Patch Cable Cat65'� (Blue) Black Box Part# VNSL621-0005 Speed Radar Qty Description 1 Speedcheck-15,Yellow 88+Yellow Slow Down,Unfinished,Includes Schedular&Datalogger Carmanah Part#88336 1 Speedcheck-15 Sign,30X30'Your Speed'(Non-MUTCD Letter Height)'Yellow(HIP) Carmanah Part#85671 1 Speedcheck-15 Mount.Side of Pole.6"+0D(Unfinished) 'Verry d'.arneler Cf pole al lrcunt herynl betuie ordering Carmanah Part#88420 1 Speedcheck Solar Cabinet, Non-EMS Charge Controller Carmanah Part#85704 1 Battery 55AH Carmanah Part#88026 1 80-Watt Solar Panel Carmanah Part#74334 CD 425.438.1133 ® kwahlgwe tornsystems inc.com www.westernsystems ine.con, O 1122 Industry Street,Bldg.B,Everett,WA 98203 Wes tern Systems a J 1 Side of Pole mount for 80-Watt Solar Panels Carmanah Part#82800 1 Solar Panel harness,MC4 to Spade Terminals, 16' Carmanah Part#88154 1 Speedcheck Program Software+Traffic Analyzer Software+Bluetooth USB Dongle Carmanah Part#85717 School Beacon 'Removed. gmervencv Preemption Modification (�yt Description, 1 Opticom(764)Phase Selector 4 CH(Infrared/GPS) GTT Part#764 1 Opticom(1381500)Cable 500'Roll GTT Part#138 1 Opticom(3100)GPS Radio Unit GTT Part#3100 1 Opticom(1070)GPS Radio Cable 500'Roll GTT Part#1070 \\_ 425.433.1133 ® kwehletwesternsystems.inc.eom www.westernsystemsdnc.eom O 1122 Industry Street,Bldg.B,Everett,WA 98203 Part# RSG910C SIEMENS vookiewook sore � 1�E r a a � . +- 0 T 0 ,....... . . a s �' e r f r Jj 1 ! r e I i J ( I ; ' ) Rugged Communication RUGG EDCOM RSG900R & RSG900C ., Compact IEEE 1588 Ethernet switches. Edition 08/2018 4,4 . reddot award 2018 Brochure winner industrial design siemens.com/ruggedcom Yradur nuervinw and a+m.ai it.I RUGGEDCOM RSG900R&RSG900C Product overview and benefits The RUGGEDCOM RSG900C and RSG900R product families IEEE 1588 consist of 4 switches in a compact design,all offering The RUGGEDCOM RSG908C,RSG910C, RSG907R and IEEE1588 Precision Time Synchronisation.The RSG907R RSG909R enable the creation of a future proof network and RSG909R are equipped with the Redundant Network with support for IEEE 1588 time synchronisation. Access features HSR and PRP to mitigate the risk of communication disruptions and downtime. Power redundancy These rugged switches maintain continuous safe and reliable These rugged Gigabit switches are designed to operate operations even during power failures,diminishing the risk in harsh environments with widely varying climatic of revenue and data loss. and environmental conditions.Tested and certified to withstand extreme temperature,vibration and shock,the SFP Ports RUGGEDCOM RSG908C, RSG910C, RSG907R and RSG909R SFP ports can be modified at any time allowing deployment offer exceptional reliability for industrial applications flexibility for varying customer needs. such as electric utility substations, transportation systems and oil&gas. Multiple configurations All 4 products offer different technologies and port All four products are ideal for applications that configurations to allow various network design options require high bandwidths and accommodate future and cost savings through increased redundancy,reduced network expansions. downtimes and high reliability. The three Redundant Network Access SFP ports on HSR/PRP with Gigabit interfaces the RUGGEDCOM RSG907R and RSG909R and the 4 SFP These products help to avoid revenue loss by mitigating uplinks on the RSG908C and RSG910C provide ultimate the risk of communicationdisruptions and downtime flexibility in media and distance, with support for Gigabit with a redundant fault tolerant network supporting bandwidth.The RSG907R and RSG908C connect up to 4 high bandwidth. IEDs via 100BASE-FX fiber optics whereas the RSG909R and RSG910C connect up to 6 IEDs via copper Ethernet ports. 3 RUGGEDCOM RSG900R&RSG900C I ,i, Technical data RUGGEDCOM RSG900C 91 mm 4 o. • SIEMENS RUGGEDCOM SIEMENS RUGGEDCOM PPhfF MM4M RSG90AC rrnvta uxw.+ RSG910C Wir CaLuts Q lig USB console interface COMIC*) 01e O,t _ r ._ _ i 1 Failsafe relay -,! !I . _._ S , 1 girl.$ F ,,,,=FeM irony J r 9 _ - Ei :4 . • _ ` • C Fixr;1 i t :rt- 4 - o I 3 _ '=' A •• _ ,AT _t t J O '44` T(•(i nir ril (Intl ;.:G( l)( , 0,,1 ?5(,(..,1.i(_ ... i. Ethernet Interfaces Ports 4 x 1000 BASE•x ND) 4 x 1008ASE I-X 4 x 1000 BASE-X(SFP)+6 x 1 011 0011 00 0BASE r 1 7124r48 VDC(10-60 VDC) Supported input voltage ranges Hi 000 240 VAC r 100-300 VDC} Mechanical specifications Dimensions(w x h x d)in mm 91 mm x 177 min X 173 mm Weight 2.9 kg Mounting DIN rail and panel mount Ambient conditions Operating temperature 40 C to 4•85 •C IP rating IP40 Other features IEEE 1588 Trarrsper?nt Clack. 4 RUGGEOCGM RSG900R&RSG900C I •• Features Software Hardware The RUGGEDCOM RS6908C, R5G910C, RSG907R and The Red Dot Award winning RUGGEDCOM RSG908C, RSG909R run on Rugged Operating System(ROSe)and RSG910C, RSG907R and RSG909R have been specifically deliver high performance switching designed and certified for substation and distribution automation applications within electric power industry. Rose supports standard network technologies,such as Rapid Spanning Tree Protocol(RSTP), Multiple Spanning Power Supply Tree Protocol(MSTP), Media Redundancy Protocol(MRP). Integrated power supply with redundant inputs Remote Monitoring(RMON), Simple Network Management Universal high voltage range: 100—240 VAC Protocol (SNMP)and others, including proprietary protocol or 100—300 VDC enhancements such as Siemens eRSTP(enhanced Rapid Universal low voltage power supply range: 10—60 VDC Spanning Tree Protocol)and Fast Root Failover(FRF). Configuration interface Software features All four new RUGGEDCOM switches are equipped Quality of service(802.1 p)for traffic prioritization with a USB console interface which enables easy in-field NTP time synchronization (client and server) configuration and upgrading. Port rate and Broadcast Storm Limiting Port configuration,status,statistics, mirroring Harsh environments Simple Management interface through WebUl As with all RUGGEDCOM products, Highly Accelerated and console interface Life Testing(HALT) has been used in the early stages Single file configuration ensures easy installation of product development to detect any design or and configuration control performance issues. Cyber security • Temperature: -40°C to+85°C(fanless) Cyber security is an important issue in many industries Safety:CSA/UL 60950 where advanced automation and communications Vibration:IEC 60255-21-1,Class 2 networks play a crucial role in mission critical applications Shock:IEC 60255-21-2,Class 2 and where high reliability is of paramount importance. Humidity:IEC 60068-2-30,up to 95%relative humidity Key RUGGEDCOM RSG907R, RSG908C, RSG909R and RSG910C features that address security issues at the Certifications local area network level include: IEC 61000-6-2(industrial environments) • IEC 61850-3(electric substations) Passwords—support for multiple access levels with IEEE 1613 (electric substations) separate credentials for each level SSH I SSL—extends capability of password protection to add encryption of passwords and data as they cross the network Enable I disable ports—capability to disable ports so unauthorized devices can't connect to unused ports SNMPv3 —encrypted authentication and access security HTTPS—for secure access to the web interface 802.1 x—to ensure only permitted devices can connect to the device MAC address authentication—control access to devices that do not support RADIUS 6 Technology hiyhllgnt,I RUGGEDCOM RSG900R&RSG900C Technology highlights Precision timing solutions PRP redundancy protocol Precision timing solutions serve to increase an efficiency PRP networks are designed using two seperate LANs and uptime by improving monitoring and troubleshooting in accordance with the IEC 62439-3 standard. Frames capability while also reducing capital expenses by traverse both networks in parallel, with compliant converging timing and data networks by using IEEE 1588 devices and switches using the first frame to arrive. v2. Available since 2008, the IEEE 1588v2 has become the This guarantees frame delivery,without delay,even industry standard for time synchronisation. in the event of a failure in either of the two networks. For the electric power industry the power profile for IEEE 1588 v2 was created to meet the timing accuracy needs �fl RUGGEDCOM for the applications of today and the future while reducing ®I RSG909R HMI the cost to install and maintain separate dedicated timing I networks.With IEEE 1588,the cabling infrastructure requirement is reduced by allowing time synchronization information to be transported over the same Ethernet LAN I medium as the data communications This convergence LAN B of timing and data information networks can be carried right to the network edge.With the RUGGEDCOM � RSG908C, RSG910C, RSG907R and the RSG909R Siemens o RUGGEDCOM llri ,—t co RSG909R U allows the implementation of green-field Precision Time I PRP Capable Protocol networks based on IEEE 1588 v2 where the new 1ED switches act as Transparent Clocks. IEC 61850 Manufacturing Message Specification mil Non-PRP Capable lED With the integration of Manufacturing Message 1 Specification (MMS),according to IEC 61850-90-4 •industrial Ethernet(Copper) in network devices,operators can monitor network devices and Intelligent Electronic Devices(IED)through a standardized protocol and visualize them in their HSR redundancy protocol SCADA systems. This allows for enhanced diagnostics HSR networks are specialized ring networks in accordance and eliminates the need for additional network with the IEC 62439-3 standard, Frames traverse the ring monitoring tools. in both directions in parallel,with compliant devices and switches using the first frame to arrive. This guarantees Redundant Network Access frame delivery, without delay, even in the event of a single Redundant network structures increase network availability, failure in the ring. but usually also result in short-term delays in data transfer when a different network path is configured in the event of a failure These delays are no longer an issue when using PRP ; RUGGEDCOM (Parallel Redundancy Protocol)and/or HSR(High-availability RSG909R Seamless Redundancy Protocol). Tnese two protocols are I supported in the RUGGEDCOM RSG907R and RSG909R. Camera / � Camera co m� �� IRUGGEDCOM I RUGGEDCOM RSG909R p RSG909R • II�l T ®' EI0 HSR-Capable II L� �.0 1E0 HSR-Capable I RUGGEDCOM 1E0 p RSG909R o—Tl , Nor-HSR Capable lED Industrial Ethernet(Copper) 7 RRUGGEDCOM RSG900R&RSG900C(U.,,,-I.-,-. Use cases Hard Wlre .4, System NTP Server _ - controller —_-^ ei RUGGEDCOM RX1500 6.--J i RUGGEDCOM RX1500 jR G G 18 s�lg0 j m m meaom Ilia rem mmmm LANA LANE la—1 RUGGEDCOM 0 ^ RUGGEDCOM —, RUGGEDCOM 1— ®1 RSG908C •; 1 ®1 RSG908C l'a I es 1 RSG908C ®1 a I a aa I a U a 0 0 0 0 ! . 0 * IIM . — * rDAE==1 * Eidfi=1" {r i ' 1 � ifl ' F{ ' ! Y � iI ' I {t1 'i' . _ e ' a e tl , , I , . • e t . a ., e P i . c . • l 'i ' 4' 1,-.1 i'l I:1 j'- :- '-! i f - . .1'" - . eheeY ei .iI , .� -„ i ,�jl y-IIUI'_ I OEM .4=i3 Y ! ■Industrial Ethernet(Copper) 0 Industrial Ethernet(Fiber Optic) The full fiber RUGGEDCOM RSG908C allows for the connection of end devices to a backbone only with fiber optic cabling,reducing the failure rates due to increased immunity from electromagnetic phenomena. RUGGEDCOM RX 1 1400 ii WAN RUGGEDCOM : 1 ` RUGGEDCOM RSG2488 ID•a� RSG2488 in 71 m m e?la m m m m 5 :loin u) mm m a m m m m m a)Arm amj�� `m7171:IrcwmmImarm®lou,l f m®mat1rmlaratl ::::Iaa21 HMI . 1 R RI ° RTU �i�S 4. o . I1, SI i i GB Camera 53II a Camera Camera " " Camera r ill III RUGGEDCOM RUGGEDCOM r ,�= a �a RUGGEDCOM r le Matt maim. I RSG908C i I u RSG910C � I 0r"' RSG910C II ., . 0 • . • r D tT Q�QQ RTUs 1.1 Q�Q RTUs J I A Q RTUs (� IIb o IiillS P a IaIe P Cr S § P a 1§1 1 0}--- `IR§ 'a I o1— IEEE1588v2 Capable IEDs IEEE1588v2 Capable IEDs IEEE1588v2 Capable IEDs R 101+ I .101+ U -Do'a 1 _.Dot, �., -UoBa I...�pra i, S, I Pt Ir Industrial Ethernet(Kupfer) 0 Industrial Ethernet(Fiber Optic) V ti A combination of RUGGEDCOM R5G908C and RSG910C switches provides a mix of fiber optic and copper ports for IEDs and other edge equipment, such as RTUs and IP Cameras,at dispersed cabinets throughout substations with IEEE1588 timing. 8 I RUGGEDCOM RSG900R&RSG900C Engineering Stations a RUGGEDCOM DCSISCADA o RUGGEDCOM � ' RSG909R ... DO II RSG909R • RUGGEDCOM 1 I I NMS LAN A LAN B LAN A LAN 8 HSRJPRP RUGGEDCOM ® Coupling a Ili RUGGEDCOM DO O RSG907R 0 0 RSG907R 0 fil a• I. S rt IaIaI P s P HSR c_, Q• HSR 1r� o II c • a ' goi CJ RUGGEDCOM g RUGGEDCOM C ) IRSG909R ' I RSG909R ��y 2tt�l IKx1•7 PLC _PLC I _ Access :- 111 Control $ ti OII Wellhead Crude Storage Separator ' ■Industrial Ethernet(Copper) 0 Industrial Ethernet(Fiber Optic) Multi-port Redundancy Box(Redbox)connects up to 6 non-PRP or non-HSR end devices. Id% HMI RUGGEDCOM M Gateway RX1SOOX1y00 • _ atlml?r': .x.ui. 0:';'I'. p� 1rT1 0o way eta t+1 ��1 �crco :rip n nn N F IL: 1 m®mm Iona M ,i .... I::r::1 memo 000w 1 RUGGEDCOM Station Level RSTP/.RSTP Ring(10 GbiUsi RUGGEOCOM R[STT2228_ ® pp'pp` J RST2228 N'7431 ='� 00E11ommmlc�rctq r ;. 9i _mono oiinaq RUGGEDCOM RSG909R RUGGEOCOM RSG909R L�'� em—a • RUGGEDCOM �s '! RUGGEDCOM 4 ' 4^ I_ )- Us— ®B �' RSG907R ®C CD li RSG9O7R I m l �0 1- AEI 0 Io is HI— 1I © I aI al . I iI -4e I- Is, Non-HSR IEDs 6 HSR Ring 1 9 0 HSR Ring n Non-HSR IEDs o i 4 v t ! 8 .0114 . EI+ . oI<° ] 101¢ 0 E' : rile Protection Bay 1 HSR-capable IEDs HSR-capable IEDs Protection Bay n ri 1111 Industrial Ethernet(Copper) 0 Industrial Ethernet(Fiber Optic) RUGGEDCOM RSG907R and RSG909R switches terminating each HSR ring can be directly connected to RSTP network via their coupling ports. 9 RUGGEDCOM RSG900R&RSG900C I G r .I ,iriorr: Ordering options RUGGEDCOM RSG900C I'r;,1.:c. Art r:i(' iun bur RUGGEDCOM RSG908C 60(•;6491)8CB041 :._ ---) RUGGEDCOM RSG910C GWi6491 OC800- Mounting kit II 110 DIN rail mounting kit 1 DIN rail and panel mounting kit 3 Power supply 1+terminal block type i MIN 12124148 VDC(10-60 VDC) A HI(100-240 VAC I 100-300 VDC) C Manufacturing modification Standard 0 Conformal coating Examples Order code RUGGEDCOM RSG908C with DIN rail mounting kit,HI(100-240 VAC 1 100-300 VDC) power supply and conformal coating. RUGGEDCOM RSG910C with DIN rail and panel mounting kit,12124148 VDC(10-60 VDC) power supply and standard coating. RUGGEDCOM RSG900R Product Article number RUGGEDCOM RSG907R RUGGEDCOM RSG909R bbl<6498 ORI300 Mounting kit DIN rail mounting kit 1 DIN rail and panel mounting kit 3 «.i... l�z{ :1 ��iw I! •' RL i:': t. '> $ r'' `` 12124148 VDC(10-60 VDC) A HI(100-240 VAC 1 100-300 VDC) C Manufacturing modification IOW Standard 0 Conformal coating 1 Examples Order code RUGGEDCOM RSG907R with DIN rail mounting kit,HI(100-240 VAC 1 100-300 VDC) power supply and conformal coating. RUGGEDCOM RSG909R with DIN rail and panel mounting kit,12124148 VDC(10-60 VDC) power supply and standard coating. 10 SIERAIENS Ruggedcom does not RuggedCom Power Cables recommend or make a 16 AWG power cord for 99-43-0007-001 and 6GK6000-8BA00--0AA0 this switch Power cord, 18 awg 3 wire with ring connectors Used with all RSG & RX series switches & routers 99-43-0008-001 and 6GK6000-813B00-0AA0 Power cord, 18 awg 3 wire with bare wires Used with all RMC& RS series switches, media converter or serial servers \\�I\ SIEMENS 6GKE0008FG520AA0 I 6GK60008FG520AA0 MJGGtU(:rn.'Acca:..W7'.iY P I a 1?)M%1'..11KMe1A'SO-LX.LCsn Io•1+cc Omuta!SMplo Armdo r Ott Upic up to pea Igloo 1 31Umr.40..an Doo oos Cot,us tOlr Product Male Nunasr iMesei For"NNMer1 ICAPOppFOSCAdq 1 eC•010n4WCS10Me p1Od'd O"`f1$01' RUGCioCCM Accessory.0SP I a 10000417rl. 1001111A00-UL LC In lnIace O91k,liege Mode ribw Ogee so le mat lane I 310ens 40 *SS Omen Csa ue Product'nnley INMAN DMa O.m.nw 0/putt L Ax7Ne IPLMI PIASOD Anwe Prot.. 4YW Pat*, None Delivery Information nowt Coeval Rep*,or, AL NI ECCN SA9111111 51nn9nn Otto woo tat*,Not 7 Onpley. Woytd Ubl 0A2710 PPe*1 Olrrlonslo n Iw It L a NI Not e.0471314 Peeleyry MnwYAt Pedigo pip M1nlJ Pae INA ereerm tilmig,IRe • rn Pula*l pu ni y • 1 P1eu Additional Product Information RAN No weft,* UPC M701/02155/ CanlnedW Caw AS11Y700)] UIZ,OW Cmobyo Pro14 J Gm.p ]b] Camay of errOn nq l5 Cori m. CM.. Rewn+d. 'rJ wnJmxn Oaefaaul CANP.ry tut,a4Inp Oats cb[Mcal wit aW7Pons 7Wlpror'1 Nee NM '0.4I,941.0n 14 lase eM Jeclronc wpnmrrb allot uae Classifications 'l01eAn ClJswperon IINSPSC IS /0-7?31413 Part # SPH-01 P Single-Panel Housing (SPH) Wall-mountable, holds 1 CCH connector panel, black CORNING Coming single-panel housing is a cost-effective option for storage,protection and termination of optical fiber cables. Designed for indoor applications,the housing accepts — standard LANscape'solutions CCH connector panels and offers protection for the fiber cable and connectors for indoor wall-mount installations. This compact unit has a 1.5-in frontal projection and is optimized for use in locations such as building entrance terminals,wiring closets,open office and other controlled environments where space is a premium.The durable black metal housing can be used for splice management, cross-connect or both for up to 12 heat-shrink splices. Top and bottom cable entry grommets are provided for mid-span access and environmental sealing,creating an effective solution for customer premises or remote loca- tions. Single-Panel Housing I Photo LAN3536Single-Panel Features and Benefits Housing(open)I Photo LAN3513 Splice management and/or cross-connect Versatility Black metal construction Durability and protection Top and bottom cable entry grommets Mid-span access and environmental sealing Accepts Plug&Play"' Universal Systems clip 1, Ease of cable assembly installation !!!" Standardsmin ' S RoHS Free of hazardous sub- • yy stances according to RoHS a t r 2002/95/EG Specifications General Specifications Application Enterprise Networks Mounting Type Wall-Mountable Product Type Wall-Mountable Hardware • Single-Panel Housing (SPH) Wall-mountable, holds 1 CCH connector panel, black CORNING Design - Hardware Housing Color Black Housing Type SPH Number of Panels per Housing 1 Panel or Module Type CCH Splice Tray Options Includes a 6-slot,0.4-in splice holder which accommodates up to 12 heat-shrink splices(double-stacked) Mechanical Characteristics Dimensions(WxDxH) 160 mm x 139.7 mm x 50.8 mm (6,3 in x 5.5 in x 2 in) Ordering Information Part Number SPH-01 P Product Description Single-Panel Housing,wall-mountable,holds 1 CCH connec- tor panel,black Shipping Information Units per Delivery 1/1 Packaging Dimensions(W x D x H) 196.85 mm x 171.45 mm x 54.10 mm (7.75 in x 6.75 in x 2.13 in) Shipping Weight 0.5 kg (1 lb) Housing; installation guide; 5 tie wraps, 1/8 x 4,white;2 dou- Package Contents ble-sided 5/8-in Velcro,4-in long; splice organizer,6-position; adhesive tape for splice organizer:4 screws.#8-18 x 0.625-in and 2 screws,#10-32 x 0.25-in RoHS C O M P I G N F (Part U CCH-CP12-59 Closet Connector Housing (CCH) Panel, SC Adapters CORNING Duplex, UP(.', '12 F, Single-mode (0S2) Corning closet connector housing panels(CCH-CP) are offered in a variety of fiber counts for use with AIM LANscape' solutions hardware products fora"one-size- rs -fits-all"approach. Used with factory-installed or field Lang - installable connectors, these panels provide interconnect or cross-connect capability in a housing at main cross- K4 connects, intermediate cross-connects,telecommuni- cation rooms or work areas.Available with a variety of • te:I. }' industry-standard adapter types, the CCH-CP provides 1" 4 an efficient way to securely mate two connectors and of- • sx ,r fers multimode and single-mode applications. 141. Features and Benefits • �. ' Universal design approach One-size-fits-all LANscape' Solutions housings Broadest range of fiber count and adapter types Part Number:CCH-CP12-59 Solutions for all needs Colored icon labeling Easy connector identification Specifications General Specifications Application Enterprise Networks, Data Center LAN/SAN Product Type Panels&Modules Fiber Category Single-mode(0S2) Design - Hardware Connector Polish UPC Fiber Count 12 Number of Adapters per Panel 6 Design Adapter Adapter Housing Color Blue Adapter Housing Material Composite Adapter Type SC duplex Insert Material Ceramic product Specification CCH•CP12.59_NAFTA_AEN CORNING Page 1 I Revision date 2016-08-09 Closet Connector Housing (CCH) Panel, SC Adapters CORNING Duplex, UPC, 12 F, Single-mode (0S2) Chemical Characteristics RoHS Free of hazardous substances according to RoHS 2011/65/EU Ordering Information Part Number CCH-CP12-59 Product Description Closet Connector Housing(CCH)Panel,SC adapters, Duplex, UPC, 12 F, Single-mode(0S2) EAN Code 4056418200545 Shipping Information Units per Delivery 1/1 Package Contents CCH Adapter Panel with installation guide �-1 RoHS C O M V L I A N I Corning Optical Communications LLC•PO Box 489•Hickory. NC 28603-0489 USA 800-743-2675•FAX:828-325-5060•International:+1-828-901-5000•www.corning.comlopcomm A complete listing of the trademarks of Corning Optical Communications is available at www.corning.comlopcomm/trademarks. All other trademarks are the properties of their respective owners.Corning Optical Communications is ISO 9001 certified. ®2016 Corning Optical Communications.All rights reserved Product Specification CCH-CP12-59_NAFTA AEN C ORN I NG Page 2 I Revision date 2016-08-09 (BEJED) Part# BJ-5664A-Z002M Fiber Optic Accessories BJ-5XX Jumpers and Pi •tails BJ-5ABCD — EFGHI A B C D E FGHI 1st End 2"d End Polish Type Fiber Type Cable Type Length Connector Connector 1 = ST 1 = ST 1 = PC A = SINGLE MODE S = SIMPLEX 2 = SC 2 = SC 2 = SUPER PC B = MULTI MODE Z = DUPLEX 3 = FC 3 = FC 3 = ANGLED C = SPECIAL R = RUGGEDIZED XXXF = SIMPLEX XXX Feet 4 = MTP 4 - MTP 4 - ULTRA PC RD = RUGGEDIZED XXXM = 002M DUPLEX XXX Meters 5 = ESCON 5 = ESCON 0 = STANDARD P = DUPLEX PLENUM RATED 6 = LC 6 = LC N = 900MICRON 7 = MTRJ/F 7 = MTRJ/F W = 6 STRAND 8 = MTRJ/M 8 = MTRJ/M X = 12 STRAND 9 = SPECIAL 9 = SPECIAL Y = 24 STRAND 0 = PIGTAIL Z = 48 STRAND Features Application • Available in custom lengths and arrangements Jumpers provide point to point connection for fiber optic equipment. Pigtails are used when splicing fiber • Single mode or multi-mode fiber • Simplex, duplex, ruggedized or multi-fiber cable NOTE: Many other connector types, polishes, and cable types are available. For your special requirements, contact BEJED Sales for • ST, SC. FC, LC and MTRJ are standard pricing and availability. You can establish the BEJED part number using the chart above or BEJED can provide the number for you. Ordering Information Part Number (Use jumper part number legend above for part Example: BJ-5111 A-S001 M is a ST/ST, PC Polish, Single mode, numbers.) Simplex, 1 meter jumper BEJED,INC 14325 NE Airport Way,Suite 101 Portland,Oregon 97230 501.281-8153 800-232-3533 Fax:503-281-3339 sales(@beied.com htto://www.beied.com [34] NOTES: I)SPC GR-326 GEOMETRIC REQUIREMENTS=>PROTRUSION/UNDERCUT:+50/-100nm PERFORMANCE SPECIFICATIONS FIBER TYPE: SINGLEMODE (8.33/125um) 1310/1 550nnz INSERTION LOSS 0.3dB TYPICAL INSERTION LOSS 0.15dB BACK REFLECTION _<-55dB ABOVE BACK REFLECTION (Typical) . -65dB ABOVE MATING DURABILITY(500 cycles) <0.2dB TEMPERATURE RANGE -40° C to 85°C III 1111 BLUE BOOT 0 BLUE BOOT 0�,}i� k +i51;4 pv : •`e [6,+ I�,;.. yfyi: !I• `I��ll;�«frill: ✓ !• /� ..A.: Weft A' „4 :1 4 ��.. WHITE BOOT WHITE BOOT 1- LENGTH SPECIFIED PER ORDER CORNING OPTICAL FIBER CABLE 8.33/125um PLENUM ZIPCORD 3mm REQUIRED LENGTH TOLERANCE: +10.0cm/ -0.0cm ITEM QTY. DESCRIPTION DRAWN BY• DATE PROPRIETARY AND CONFIDENTIALLUIS t"+`44,1007 1 4 SC/UPC SINGLEMODE 126Rm CONNECTOR CHECKED THE INFORMATION CONTAINED IN THIS sAR�eEV Bv. JA1402-1007 DRAWING IS THE SOLE PROPERTY OF AAROVFDBY: DA'te: 2 1 CORNING SINGLEMODE DUPLEX 8 33/125mn PLENUM 3mo BEM,INC.ANY REPRODUCTION IN SA"'CE° 1014)1007 PART NUMBER. PR1 LEGEND - 3 N/A PART OR AS A WHOLE WITHOUT THE ITTLE WRITTEN PERMISSION IS PROHIBITED. SCAUPC-SC/UPC SAT DX N a INCHES F=FEET 4 N/A 8 3V 2Sum OFNP 3man M=METER ROHS COMPLIANT EVNSL621-0005 - DATE REV DESCRIPTION BY CHKD ' 1 05/03 A/0 NEW wuxiao . JIMINIIIIIIIIIIII ��_ PI ° n 1.575inch approx P2 __ I DATE LABEL 1111111- - m' - }-... `: E,... L If: �- -- iii l 0.3937inch anorok I 11 MATING VIEW LABEL(EVNSL621—XXXX BLACK BOX CORP) PLUG PLUG / MATING VIEW Length .1..... Narking:BLACK BOX CORPORATION GUARANTEED FOR LIFE (724)746-6600— GIGATSUE CATEGORY 6 — E196163-1 OIL) C(IL) GM ta„i, 6OC 4PR 2406 ET!. VERIFIED TIA/EIA-568-B.2-1 CA16 Its7LT TO 550161I PATai CABLE Insulating 1 Tr.,— ,,,,,,,,,, 2 Q0) �rM r Iv..... Attenuation (Makir.,ua):40.Sda 9260111h;02.10$65l101. o rc., +a/oa.a..w4,lan�, I.ttumm ca. r Cable Type:4-'air LTP Jacketing ,-,•I ir.-'• tR �'"'11,... "'�'^�' Conductor fange.:24111n. ai rands/ c60° Conductor Frequency:Up to 55011I6 PINOUT impedance:I00i15°1e's PA/R P1(T568B) WIRE P2(1'568B) NETT (Minimum):38.3d8 025000, ;33.20 95510II, 1 WHT/ORG PS-MOST (Minion):36.3dB LT2511211.;31.2dB 050I1, 1 2 ORG 2 Return Loss(Xini.ua):15.G4B 6250YIL ; .i,2Odli B55011R, 3 WHT/GRN 3 Bare Copper Conductor 24A WO1/0.007?wclrapprox Stmdards:TIA/EIA-506-8.2-1 Category 6 2 6 GRN 6 Thickness:MIN as any point:0.0059inch 3 4 BLU 4 Insulation MAXAVG:0,0098ntch Diamerer;0,0406iuchapprox 5 WHT/BLU 5 Thickness:MIN al any p°inu.00181inch Jacketing pVC MAX AVG:0,02I3utch 2.756inch 7 WHT/BRN 7 Diameter0.2323inchapproa - - $ BRN 8 Another quality product from WIRE CAT.:1181y P Stranded 29A11'G.9^ *BLACK BOX° •® BLACK BOX ® AsitarblY NETWORK SEnVI[Eti r PLUG ' PPec s0tr(1.27s a) Gold 72{-74rrSS00.w.+w.twcxaan.con, u 7 uiwa Ptagtru. sLandrplutl) G1gaTrue 550,GATE,Patch Cable iiicUnless specified on the Category 6 NON-Booted Gigatrue Blue Patch Cable 55oMMz,Blue to drawing, tolerances ore 1Ff 2FT 3FT 9IT 5FT 6FT 7iT !OFT XX ft. X.X m 7 per the follows: DRAW.NO C11i-0321 ITB4 EVNSL621-XXXX 10005 length larT 20ET 2.5FF 30IT SOFT loom 24 AwG,sa.ndea.4?ui,uTn :-+ " t 1 0£PARTIIB9r DRAW wuxiao DATE 20,1105,0.1 .x 0.2 EVNSL621-XXXX gig .xx f o.05 RJ45 Plugs Standard - IEC 60603-7 —China— r SCALE CHE(XER APPROVAL 3RD - )- Q UNIT INCTI SHEET 1 OF 1 S NIC 11.1 . .INFORMATION ®a carmanah'campany RAD SPEED SIGNS C. anah Part Ws: 88336, 85671, g ag 884:,, 85704, 88026, 74334, 82800, See RAM 058B for review/approved Speed Radar 8815• , 85717 p�• Intelligent r.oar-activated driver feedback displays, combined wit' OUR SPEED sign face. SpeedCheck-15 15-inch radar speed sign • Reduce driver sp- • in pedestrian school zones,rural roads,or work for speeds up to 45 mph. zones by as much a • mph • Most recognized radar seed sign in the industry for 20+years • Compact,lightweight des • to simplify installation • Proven technology platform 'th lowest power consumption on the market YOUR • Meets and exceeds MUTCD requi •ments SPEED Ultra-clear Light Output YOUR 74:) Both 15-inch and 18-inch systems have a 7-segmen I esggn SPEED with high-contrast display technology for visibility in a - weather and lighting conditions. LEDs dim during nightti - operation,no"88"ghosting is visible day or night,and characters have smooth,recognizable digits and letters. SpeedCheck's proprietary safety mask limits the viewing angle to prevents drivers from watching the display as they pass. High-speed cutoff and optional"Slow Down"message can be programmed at user-defined speed thresholds.Signs are MUTCD compliant,install quickly,and can be powered by a solar or AC system. Easy Installation and Durable Construction The modular design makes it easy to repair using standard tools—without removing the device from the pole.The durable radar device is constructed with heavy 11-gauge welded aluminum and stainless steel and brass hardware. WE SIMPLIFY PLANNING. The vandal-resistant design can absorb up to two inches of Contact us to get your Energy Balance impact deflection without damage to internal components. Report and purchase specifications. Advanced User-Interface 1.844.412.8395 Our SpeedCheck sign comes with an on-board user interface 11211 traffiacarmanah.com for quick configuration and optional status monitoring Using carmaoahtraffic.com a shared platform design,all SpeedCheck products use the same device manager and controller,making it easy to REPRESENTED IN YG:IR REGION BY: quickly add many optional features to fit your application. C H E - D :INFORMATION ! ' C RA SPEED SIGNS 0 a carmanah'company 1.E44.412,8395 I traffic@carmanah.com I carmanahtraffic.com MUTCD and MUTCDC compliant Amber LEDs Sevemsegment LED thgit design for maximum digit recognition LEDs automatically dim duirg nighttime operation,mamma light trounce into neiglibomg Display windows Unique salary masking design limits display view from Mc side,drscouragiug drivers from rubbernecking to watch the display as they[rive past SPEEUCHECKI5 p,. w 7 U1tra-rlear contrast delivers supenorvrewalxhrymelllighbngconditions - No'88"digit ghosting even in bright sunlight ' 'h � 22.75"f57 8 can t:16Vil29�VAS'rrekmrdardEtatl+fpx�m+ems ,- t2 VDC for ba[te,y or solar system operation for spec+fin geographic Solar sued hic to cation and sign apdicaliai 31")7i�7 cml 3 5 W draw for typical daytime displayed number,traffic.and local illumination l° r 121 tin! Enclosure tantdated,weathnrproot NEMA 311 enclosure Static Sign 3M I light Intensity Prismatic❑n Diamond Came DG3 retromMflctive sheering and components Construction Available iw3934•ikterescermyetiew,3983!tumescent yellow green 3 Nee,a•el-3934 r,-- T maw " S Bluotooth.cell modem.ethernet.radio/RF modem,and thed•party device communication SPEEDCNECK to ✓r' -':y r" C muucaric t y options avadame ""-.• , Conls,coal-contact electronics �- 22.75"157.8 cm! :.c. 40 to 167"F(-40 to 75'C)system operating temperature rnvironxnental 530 tit 3-axis vibration 31'129.7cm1 . FCC 15101 and 15109 Class A radiated and ccodue[ed emissions compliance **.15,-". -(t2.1 cal Radar FCC pertl5low-power dance Werrenty 3-year limited warranty Standard Banding 61•8elt4Pi*' Tilt&ati.m.gm Derek -. -•- - . _ forrofIr Seeare•pefeni ntntrenirrdj minter+[r,) Scheduler Manages unlimited schedules and modes on a calendar with a 2-year exception list wyw,erweeneeiemxa Trine-Syncelver - _._ fif - _ '� Traffic. Collects time lecrs data, e and speed for over 200.000 target vehicles,raw data in csv,rat binned salysrs Generates easy pre-defined speed compliance reports e• t. A er•reshaldscl+edere 1 I • e eentralin hre�etadeeatiem Imperil Aliewearinrumi-devie . teemete+mxwaatxl4nw h4[avager uic.ludedwiringh arness i Top of Pole Solar Mount Ode of Polo Solar Mount ). SPE' CHECK•/5:30"176,1 cml &PEED+ •a6"191."earl ►I �i e 1 :� 30"x30m YO , . 30"U6.1 coil �� / / , 1 --•� �a/ SPEEO"006.7 cml 15l SPEE 1 ,-,YO PEEP Cabinet to be SPESDCHKR-41k unfinished in color ►� i ;�nierVAI L R �� 1111, , SPEEOCNECK-15ontyl Wcigbl 15.7"(7.1 kgl �'`_/1 T�- [ YOUR [ YOUR OUR 1 '� 13.133ocm) $art SPEED SPEED S ED• ate—_ �) r �+ YOUR SPEED YOUR SPEED YOUR SPEED 1 16.'(40.6 cml 9 5'•1241 cm) Specifications subject to local environmental conditions,and may be subject to change. All Carmanah products are inanulactured in facilities that are certified to ISO quality standards US Patent No 6.573 659.Other patents trending `Carmarran and Carn+anan logo are trademarks of Carmanah Techrollegres Corp tP 2018,Cannanah'technologies Corp. Document SPECTRA SpeedChedc•radar•soeed•signs-,IfttvA OPTICOM' PRIORITY CONTROL SYSTEM OPTICOMTM MODEL 764 MULTIMODE PHASE SELECTOR 3PT/COM'' SYSTEM COWMEN 7 FOR ENVIRONMENTS H INi WV GPS TECHNOLOGY Description } , , The Opticom"Model 764 Muitimode Phase Selector is a plug-in,four-channel,dual-priority,muitirnode encoded signal device designed for use with bath Opticom 'infrared system emitters and detectors and Opticom'"GPS radioIGPS intersection units and vehicle equipment.It can be installed directly into the input files of Type 170 traffic controllers equipped with priority phase selection software and in virtually any other traffic controller equipped with priority phase selection inputs and related software.Phase selectors are powered from AC mains or 24 VDC and contain their own internal power supply to support Optimal' infrared system detectors J and Opticorn GPS radio/GPS units. U The Opticom"Model 764 may be used in iR only applications,GPS only applications,or iR and GPS applications simultaneously. The Opticom Model 760 Card Rack is required when input file space is not available.When used in GPS only mode,the Model 1040 card rack may also be used. Opticom"Model 764 recognizes and discriminates among three distinct Opticom"'IR emitter frequency rates via Opticom' detectors:high priority,low priority and probe priority.Within each of these three frequency rates. the phase selectors further discriminate among 10 classes of vehicle identification codes,with 1,000 individual vehicle codes per class—10,000 total per frequency rate.The Opticom'''Model 764 also recognizes three different priority levels transmitted by Opticom"GPS vehicle equipment:high priority,low priority and probe priority.Within each of these three priority levels,the phase selectors further discriminate among 254 agency IDs,15 classes of vehicle identification codes,with 10,000 individual vehicle codes per class—for mare than 38 million total per priority level. Opticom'"Model 764 Phase Selector internally records each system activation,Each entry contains: •Intersection name •lime spent In the final greens •Date and time of the activity •Duration of the activation •Vehicle class code of the activating vehicle •If preempt has been requested and reason if not •Activating vehicle's ID number •Turn signal status at the end of the call(GPS only) •Agency ID(GPS only) •Entry,exit and average speed(GPS only) •Channel called •Relative priority level Global Traffic Technologies,LLC •Priority of the activity •Capability to playback up to the last 25C seconds of (GT7),formed in 2007 from the 100 most recent cans •Final green signal indications displayed at the end 3M's pioneering Intelligent of the call Transportation Systems business, is the manufacturer of Opticom' priority control systems and Canoga"'traffic sensing systems. Building critical TT traffic connections- OPTICOMTM MODEL 764 MULTIMODE PHASE SELECTOR OPtICQM 'SYS tad COMPONENT FOR ENVIRONIVILiV IS WITH I vFRAhL-D AND GPS TECHNOLOGY Features Accessories •IH only operation GPS only oneralien.el simultarteoua •Ur site Interlace saltwaie package IR and GPS operation •Model/68 Auxiliary Interlace Panel •Four channels of deterime •Upticom Model/55 Pour-Channel Adapter Card feminine) •Two auxiliay detectors per channel(IRI •760 Cain Rack •Records green signal displayed al end at preemptkm •Compatible with encased signal and non-encoded signal 0p1reur11 Operating Parameters IH Emiltals •I our dual-priority and probe frequency channels •High and low priority as well as probe Iretluency tusctimination •'First•cumu.first-staved'for vetdck s with the same priority level •"First.cnme,arsl•servrti"priority wittier each enmity level (high or k)wl •Puortty-hy-class setting via the interface snewam •Printity override always hlgnei over lower •Priority-by-direction wanly eta the Interface software •Optican GPS Radio/GPS Utat meet •Direct iitstaliatiun into CNNY Type 1 Pd input files •Opticom'Infrared System Defector'maids}one per channel lot •automatic.range selting losing an encoded emitter OR) the card edge connector and eve auxiliary per channel through the •Call bridging for both iR and GPS calls including mixed mode Model 7G8 auxiliary interlace panel •Low-energy output may bar cotlieured tor lust-came,first-served •00Ifonpl'Interface sollware Ittr Ilaxlhle programming options and of all channel active call history •User•adustable range seining up to 2 500 feet or uueration •LED mdicacors •Compatible welt most traffic controllers •Status •10/100Mh Ethel et communication on the coat panel -Radio(GPS erode) •USB 2.0 communication on the front panel Link(GPS mode) •RS232 communications haul port,mid rear backptute and -High signal/nil per channel Auxiliary tnterfaco Panel -Low signal/call per channel •User-selected communications baud rote 011,200 to 230.40U lass •Twu-dielt status display per second •Two character display arc)keypad to enable diaguesors anti lest •Custnmizahle IL)code validation calls to oath channel •Flexible programming cpitons for priority control parameters •Voltage:89 to 135 VAC.CO Hz at up to 5U0mA or 24 VOC at up to •Detained curreill Ciplican System parrelletor information 1 Amp •History log of most recent()pecan intrareo and GPS system •Temneralure)-37•C to r 74°C(-34 6•F to•I65.21-) achviues(1 U.00u dnines) •Hunitdty 5%to 95%relative •Call playlnr.k-Axis 1 fk)of the Inest recent calls-250 Seconds long •CE certified •30,000 irentiencyldassrvehide code II)comolnatlans(IR) •NE MA CS-9 compliance •More than 38 mlllior agercy/classi'vehlcte code combinations •FCC compliance (GPS) •Front panel witches and diagnostic Indicators for testing Physical Dimensions •Accurate infrared signal recotyirtion circuitry Length:7 0 le ill 8 cm)x 8.2In.(2Q8 cm)including tractile T� Building critical •Precise output pulse Width.2.3 in.(6.8 Cm) JI 1 traffic connections- •Definitive call Vetlhcation Height 4.5 in.(11 4 eml •Regulated detector power supply IiRI Weight:0.60 lbs 1272 g1 •Uolicatly isolated outputs •lawn character display and keypad In enanie diagnostics and test calls to each channel For complete warranty lnformatian visit www.gtt.com Global Traffic Technologies,LLC •Disittiy LED Indicators 7800 Thud Street North •High-and lour-pnody lest calls St.Paul Minnesota 55128.5441 Reset to default parameters 1.800.258.4610 Range setting 651-789-7333 •User-setlatrtt iange setting try ETA and/or distance(GPS ally) 'N1yw gttcon •Varied outuuts depenidieg oe turn signal status of requesting vehicle(GPS may) Global Traffic Technologies Canada,Inc •Diagnostic lest 157 Arielante Street West •Advanced built-in diagnostics and testirn/ Suite 448 •Tested to NEMA and Caftans environmental and eke:ince test Toronto,ON M6l•I 4Ey sntnliratinns Cietada 1.800-258.461C Opucron anti the GTT logo mark we iradernurks of Global Traffic Technologies,LLC Used under license in Canada Please recycle Printed.n J S.A. id Glotat rrallic Technologies.LLC 2011 Ad rights reserved • 7n•1nnn•057e41iAt CiiOi)z11 irl[Iic Technuk ;ies Opticom TMInfrared System Opticom"' Model 138 Detector Cable An Opticom" Infrared System Matched Component Product October 2007 Description Opticom"Model 138 Detector Cable is designed and manufactured explicitly for use with Opticom'"Detectors.Opticom model 138 has three color-coded conductors,a conductive shield (.. and drain,and a black PVC jacket. This durable,high-quality cable carries the appropriate power to the detector from the Opticom'"Phase Selector and delivers the necessary quality signal to the phase selector discriminator circuitry up to 1,000 feet(305 m). Features and Benefits • Optimized to interface Opticom detectors to Opticom phase selectors or Opticom' Opticom'Model 138 Detector Cable is 0.3 in.(7.62 mm)in Discriminators diameter and is suitable for direct burial as well as in conduit and exposed overhead installation.* • Ensures effective range of 2,500 feet (760 m) with Opticom" Infrared System components • Durable construction Physical Dimensions —Suitable for direct burial • Outside diameter:0.3 in. (7.62 mm) —Suitable for conduit and mast armpull • Weight: 0.04lbs./ft. (65.5 g/m) —Suitable for exposed overhead • Available in: 500 ft.,1,000 ft.,2,500 ft.and installation* 5,000 ft. (152 m,305 m,760 m and 15,200 m) spools Operating Parameters • 600 volt rating • 75° C(167°F) temperature range • Three-conductor AWG#20(7x28) stranded, individually tinned copper:yellow, blue and orange • Aluminized polyester shield with 20%overlap • Drain AWG#20(7x28) stranded, individually tinned copper • Controlled electrical characteristics *Separate messenger wire required OPTICOM' PRIORITY CONTROL SYSTEM OPTICOMTM GPS SYSTEM INTERSECTION EQUIPMENT )PT'COM`P"SYSTEM COMPONENTS FOR ENVIRONMENTS WITH GPS TECHNOLOGY S Description The 0pticom GPS System assists authorized vehicles through signalized intersections by providing temporary right-of-way through the use el common traffic controller functions. IN I The Opticom'GPS system consists of the following matched components: Pis Intersection Equipment/ r. - • 0pticom'Model 3100 GPS Radio Unit containing a GPS receiver with antenna and a 2.4 GHz spread spectrum transceiver with antenna —OR— Opticom"Model 3101 GPS Radio Unit containing a GPS receiver and a 2.4 GHz spread spectrum transceiver, with Opticom'Model 1050 GPS/Radin Antenna and Opticom Model 1072 GPS Cable Assembly • Opticom' Model 764 Multimode Phase Selector • 0pticom"Model 768 Auxiliary Interface Panel • Opticnm' Model 1040 BPS Card Rack or Opticom Model 760 Card Rack or Opticom' Model 770 Cant Rat* • Opticom—Model 1070 GPS Installation Cable Vehicle Equipment • Opticom' Model 2100 Ho Prianty Radio/GPS Control Unit —OR— Opticom' Model 2101 Low Priority Radio/GPS Control Unit • Opticom"Model 1050 GPS/Radio Antenna • Opticom"Model 2171 Vehicle Interface Cable Opticom''GPS system intersection equipment consists of the compact,weather resistant RF•energy-emitting Opticom' Model 3100 GPS Radio Unit containing a GPS receiver with antenna and a 2.4 GHz spread spectrum transceiver vrith antenna. The radio unit is connected to an Opticom Model 764 Multimode Phase Selector via an 11-conductor radio/GPS cable. Tire Opticom Model 764 Multimode Phase Selector can be installed directly into a CANNY Type 33X input file or most NEMA traffic controllers equipped with prionty phase selection software,or into virtually airy other traffic controller equipped with priority phase selection inputs and related software. When input file space Is not available,an Opticom Model 760 Card Rack is required.An external 170 VAC power source Global Traffic Technologies,LLC provides the power that is required to operate the Opticom' Model 764 Multimode Phase Selector.The phase selector provides power to the radio unit. (GT7).formed in 2007 from The Opticom' Model 764 Multimode Phase Selector processes the signal from the Opticom Model 3100 6PS Radio Unit 3M s pioneering Intelligent and activates outputs which are connected to the preemption inputs on the traffic controller.There are tour channel outputs accessible on the rear connector of the Opticom' Model 764 Multimorle Phase Selerta and up to 12 additional channel Transportation Systems business, outputs on the Opticom Model 768 Auxiliary Interface Panel. is the manufacturer of Opticom ' priority control systems and Canoga' traffic sensing systems. Building critical TT traffic connections.- . OPTICOMT'' GPS SYSTEM INTERSECTION EQUIPMENT c1Prtcolvi SYSTEM COMPONENTS FOR ENVIRONMENTS(MTH GPS TECHNOLOGY Nig Each channel output delivers a constant output for high- Physical Dimensions priority activation,and a pulsed output lot low-priority Opbcum Model 764 Mulbmode Phase Selector activation.A high-parity signal received oil a channel will override any low-priordy activation.In certain modes of Length:/.0 in.(17.8 cm)x 8.2 in,(20.8 cm)including handle operation,outputs may be activated that are dependent on Width'2.3 In.(5.8 cm) the state of the requesting vehicle's turn signal,Another Height.4.5 in.(11,4 cm) mode provides separate constant outputs for high priority Weight:0.60 lbs.(272 g) and low priority,The use of an Opticom Model 768 Auxiliary Interface Panel is required to access these additional!nodes Opucont Model 3100 GPS Radio Unit and outputs. Length:9.0 in.(22.9 cm) Width:6,5 in.(16,5 cm) Opticom-GPS System intersection equipment Height:6,0 in.(15.2 CM) bee the following features: Weight_1.8 lbs.(0.816 kg) •Four channels of detection •Radio range of 2,500 feet Opticoni Model 3101 GPS Radio Unit Length:8.0 in (20.3 cm) •User-seeable range setting by ETA and/or distance Width:4,5 in.(11.4 call •Call bridging Height:2.7 in (6.9 cm) •Precise preemption output pulse Weight:1.7 lbs.(0.771 kg) •Optically isolated outputs •Varied outputs depending on rum signal status of Optical) Model 768 Auxiliary Interface Panel requesting vehicle Length:7.25 in.(18.4 cm) •High and low priority as well as probe frequency Width:4,5 in,(11.4 cm) discrimination Height:1.0 in.(2.5 cm) •'First-cane,first-served"priority within each priority level Weight with cable: 1.4 lbs.(635 g) •Low-pnority output may be configured for first-come,first- Cable:121t(3,6 n1) served or all channel active Opticom Model 1040 GPS Card Rack/Opticom •Priority-by-class and prionty-by direction setting via the Model 760 Card Rack/Opticom-Model 770 Carl Rack interface software Length:8.25 in.(21.0 cm) • 10/100Mh Elnemet and USB 2.0 communication on the Width:5.25 In.(13,3 an) front panel Height:5.1 In.(12.9 cm) •RS232 communications front port,rear backplane and Weight:2.3 lbs.11.043 Kg) Auxiliary Interface Panel •History log of most recent Opticom GPS system activities Opticoni Model 1050 GPS/Radio Antenna TT Building critical 00,000 entries) Diameter:2.85 in.(7.2 Cm) ,Ne_1 1 traffic connections •More than 38 million agency/class/vehicle code Might:1.4 In.(3.5 cm) combinations Cable length:15.0 ft.(4,6 m) •Customizable ID code validation weight with cables:0.6 lbs.(0.30 kg) •Two character display.LEDs and keypad to enable Global Traffic Technologies,LLC diagnostics and plain test calls to each channel Electrical 7800 Med street Nardi •Flexible programming options for priority control parameters Optician) Model 764 Multimode Phase Selector St.Paul Minnesota 3512P-344'' •Direct Installation into CA NY Type 33X input files Voltage:89 to 135 VAC,60 Hz at up to 500mA or 1-800.258-4610 •Compatible with most traffic controllers 24 VDC al up to 1 Amp 651.7804333 •Tested to NEMA environmental and elechical test www.gb.coin specifications Environmental •Meets FCC part 15 Chase A specifications Opticoni' Model 764 Mullininde Phase Selector Global Traffic Technologies Canada,Inc. Temperature •37°C to+74"C(•34.6°F to+165.2°F1 t 57 Adelaide Street west Humidity:5%to 95%relative Suite 448 Toronto,ON M51-I 4E7 Canaria For complete warranty inlornrabon visit www.gtt coin. 1-800.258.461n OtrGio a and the Gil logo are LLC 2013 chic r Tro reserved Technologies.PLC.Used unto license in Canaw.Pioose recycle.Panted n U.S.A. �Global Tratli[Technologies..LLC 2013 AD nnhls�eserverl 75 O3n1-1143-lint OPTICOM PRIORITY CONTROL SYSTEM OPTICOMTM MODEL 1070 GPS INSTALLATION CABLE )PTICOM" SYSTEM COMPONENT FOR ENVIHONMENT.5 WITH GPS TECHNOLOGY I Description IIIMIIII The Opticom" Model 1070 GPS Installation Cable is designed and manufactured explicitly for use with Opticom''Radio/GPS units.The Opticom' Model 1070 GPS installation Cable has ten(5-pair)color-coded twisted conductors,a conductive shield and drain,and a black PVC jacket. 1111111116 This durable,high-quality cable carries the appropriate power to the Opticom 'Radio/GPS unit from the Opticom''Phase Selector and delivers the necessary quality signal to the phase selector up to 250 feet(76 m). Features and Benefits •Aluminized polyester shield Global Traffic Technologies,LLC •Optimized to interface Opticom' Radio/GPS •Drain wire AWG#22(7 x 28)stranded, units to Opticom Phase Selectors individually tinned copper (GTT),formed in 2007 from •Controlled electrical characteristics *Ensures effective range of at least 2,500 feel 3M's pioneering Intelligent (760 m)with Opticom"GPS System components •UL and cUL recognized Transportation Systems business, •Durable construction -Suitable for direct burial Physical Dimensions is the manufacturer of Opticom"' •Outside diameter:0.354 in.(9 mm -Suitable for conduit and mast arm pull ) priority control systems and -Suitable for exposed overhead installation' •Minimum Bend Radius:3.6 in(9.1 cm) Canoga"'traffic sensing systems. •Available in 500 ft.,1,000 ft.,and 2,500 ft. Operating Parameters (152 m,305 m,and 760 m)spools •300 volt rating •90°C(194°F)temperature range 'Separate messenger wire required •Outer Jacket:Black SR-PVC,UV and moisture resistant For complete warranty information *Ten twisted pair conductors(5 pairs)AWG#20 visit www.gtt.conr. (7 x 28)stranded,individually tinned copper: -Yellow/Yellow-Black -Blue/Blue-White Global Traffic Technologies,tic -Orange/Orange Green /800 Third shed North -Brown/Brown-White St.Paul.Minnesota 55128.5441 —Purple/Purple-White 1-800-258-4610 651-780.7333 'm'aw,glt.com Global Traffic Technologies Canada,Inc 1 b/Adelanle Street'Nest Style 44ln. �, IaonU1.ON M5H 4F/ Building critical Canada H traffic connections 1-800-258-4810 Oplicom and the G11 logo are trademarks of Global Traffic Technologies.LIC.Used under license in Canada.Please recycle.Pulled in U.S.A. ih Glottal Traffic Technologies.(IC 2013.All rights reserved. • 'in-10a0-nRa4-nORl Washington State V ,> Department of Transportation Request for Approval of Material Contract Number FA Number P 1Date CAG-20-065 Section/Title of Project County 'DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC 73MPI.ETt RESUSMITTAL OF RAM 067A For WSOOT Use Only RAM N 067B PE Use Bid Item Material a Ntrre end Location of Fabricator.Manufacturer or RI Number Specification 'PE/OPL Code Hdgtr.IOPL HO Use No. Pro:lea/Type Reference Code 85.03 MULE TAPE NEPTCO,PAWTUCKET,RI 9-29 3 85 03 12-72 STRAND CORNING,CORNIGH,NY 9-29 SINCiI_GMODECLOSET 3 85.03 CONNECTOR CORNING,CORNIGH,NY 9-29 3 85.03 12 MODULES COMMSCOPE.HICKORY,NC 9-29 SPLICE TRAY 3 85.03 SPLICE CASE COMMSCOPE,HICKORY,NC 9-29 3 SPLICE 85.03 SLEEVES COMMSCOPE.HICKORY,NC 9-29 3 85.03 COE UR PATCH FIBERTRON,NORCROSS,GA 9-29 3 PIGTAIL 85.03 CONNECTORS LYNN ELECTRONICS,NORTH WALES,PA 9-29 3 85.03 TRACER WIRE GENERAL CABLE,HIGHLAND HEIGHTS,KY 9-29.3(2)A4 3 Project Engineer/Representatve Date 2N 0/2022 State Materials Engineer/Representative Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1 Acceptance Criteria Acceptance based uoon-Satisfactory'Test Report for samples of materials to be incorporated into project 2 Acceptance Criteria Mfg Cert.of Compliance for'Acceptance'prior to use of material Sacceptance Criteria Catalog Cuts for'Acceptance'prior to use of rnatenal Catalog Cut Approved O No Acceptance Criteria:Submit Shop Drawings for Approver prior to fabrication of material 5. Acceptance Criteria Only'Approved for Shipment','WSOOT Inspected'or'Fabrication Approved Decor material shall be used 6 Acceptance Criteria Submit Certificate of Materials Origin to Project Engineer Office. 7 Acceptance Criteria Request Transmitted to State Materials Laboratory for Approval Action B Source Approved. 9. Approval Withheld Submit samples for preliminary evaluation 10.Approval Withheld 11 Miscellaneous Acceptance Criteria Remarks (PE) Remarks IHO) This form Shall be completed prior to submittal If this form is not compete at time of submittal it may be returned for informat'on that was omitted DOT Form 350-071 Revised 03/2021 Project Engineer Disinoceen Coniracta Ramon Cse,elions Enrr'nonr FabnnUa Inapaeiron Ra9nn Miitmrals Slate Mnienals Lab•MS 47365 Phone (253) 383-5022 Fax (253) 272-5214 /704Itej1/1 LECTRIC wimiumolimo Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE- FIBER-INTEGRITY COMPLETE RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-11 2207 Inter Ave, Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 11 Phone No: 253-841-4837 Date Sent : 2/9/2022 Fax No: 253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes FIBER Please return submitted items by 2/16/2022. Signed By: 4eivititiVif, Dated: 2/9/2022 Jane Romito Purchasing Agent integrity i, City of Renton 2220 Lind Avenue SW; Ste 106 Renton, WA 48057 Duvall Ave NE 425.264.9400 Main #CAG-20- 165 Section 8-20 . 3 ( 18) 416 Fiber Optic Cable System Product Submittal integrity n t^ Duvall Ave NE C gr I y OSP - Product List PART NAME MANUFACTURER PART NUMBER NOTES Muletape 3000' Reel NEPTCO WP1250P-3000 Altos Lite 72 Strand Singlemode Fiber CORNING 072ZU4-T4F22D20 REVISED 020822 Single Panel Housing CORNING SPH-01P 6 Duplex SC Adapter panel singlemode CORNING CCH-CP12 59 D Splice Tray with 2 SM-12 Splice Modules TYCO FOSC-ACC-D-TRAY-96-S60 D Splice Case with no tray TYCO FOSC450-D6-6-NT-0-TOV Splice Sleeves TYCO SMOUV-1120-01 2SMC4D4D-002M LC/SC SM 2 Meter Patch Cords FIBERTRON ADC12CSCXXXMCDOO REVISED 012122 12 pigtail) SC connectors 2M LYNN ELEC SCX12FSM-2MKIT #14 AWG Yellow Trace Wire WIRE THHN-I4-SOL-YEL-2500R N E PTCO DATA Polyester MULETAPE® Description Flat, woven, polyester tape used for installing fiber optic, copper, and coaxial cables in underground conduit. Features & Benefits A Lubricated for easy pulling and reduced friction A Durably printed with sequential footage or meter markings' - A Available in a variety of pulling strengths from 200 to 6,000 lbs. -` (91-2727 kg) e e A Low elongation for enhanced worker safety A Lightweight and easily blown into conduit or innerduct A Available in splice-free lengths up to 100,000 ft. (30 km) for faster, easier installation A Packaged on sturdy wooden or plastic reels A Easily spliced using conventional methods or the MULE KNOT'" Please refer to NEPTCO's applications bulletin for instructions on splicing using a MULEKNOT. POLYESTER MULETAPE PRODUCT ORDERING INFORMATION TYPICAL TYPICAL MINIMUM MAXIMUMBOWLINE MULEKNOT REEL REEL STRENGTH STRENGTH STRENGTH LENGTHS LENGTHS APPROX. PRODUCT lbs (kg) lbs (kg) lbs (kg) ft (km) ft (km) WIDTH W1-1200N`" 200 (91) 110 (50) 150 (68) 3000 (1) 100,000 (31) 1/8" WP400P 400 (182) 190 (86) 300 (136) 3000 (1) 100,000 (31) 1/4" WP600P 600 (273) 360 (164) 468 (213) 3000 (1) 100.000 (31) 3/8" WP900P 900 (409) 480 (218) 770 (350) 3000 (1) 100,000 (31) 1/2" WP1250P 1250 (568) 760 (345) 900 (409) 3000 (1) 70,000 (21) 1/2" WP 1800P 1800 (818) 830 (377) 1400 (536) 3000 (1) 50,000 (15) 5/8" RP1800P 1800 (818) 830 (377) 1400 (636) 3000 (1) 3,000 (1) 3/8" WP2500P 2500 (1136) 1300 (591) 1800 (818) 3000 (1) 25,000 (8) 3/4" RP3300P 3300 (1500) 1900 (864) 2900 (1318) 1000 (.3) 3,000 (1) 1/2t' RP4000P 4000 (1818) 2300 (1045) 3500 (1591) 1000 (.3) 3,000 (1) 5/8" RP6000P 6000 (2727) 3080 (1400) 5000 (2273) 1000 (.3) 3,000 (1) 3/4" • All'products are also available unprinted Product is only available unprinted PLEASE SEE REVERSE SIDE FOR ADDITIONAL INFORMATION 4.63 I'J EPTCO NEMO.30 Hamlet Street. Pawtucket,Rhode liana 02841 Phone 401 122 5500•roMi-tree'800.354.5446•Fax:401 722 6378• Wets www muletape con) NEPTCO Recommended MULETAPE® For Outside Plant Fiber Optic Cable Installation In order to avoid damaging delicate fiber optic cables during installation, it is crucial that the cables not be subjected to excessive strain. The charts below will assist you in selecting the appropriate MULETAPE product for your application. All Dielectric Fiber Optic Cable Aprox. ox. NEPTCO bs//MFT ApDimeterble Product Fiber Type Fiber Count kg (km) in. (mm) WP900P LOOSE TUBE 2-24 FIBERS 70 (104) .39 (10.0) WP1250P LOOSE TUBE 25-96 FIBERS 130 (193) .58 (14.7) _ WP1800P LOOSE TUBE 97-288 FIBERS 200 (297) .79 (20 1) WP1250P RIBBON 12-96 FIBERS 115 (171) .59 (15.0) WP1800P RIBBON 108-216 FIBERS 180 (268) .69 (17.5) WP1800P RIBBON 288-432 FIBERS 280 (417) .96 (24.3) WP2500P RIBBON 864 FIBERS 290 (431) 1.05 (27,0) Armored Fiber Optic Cable Approx. Approx. Cable NEPTCO Ibs/MFT Diameter Product Fiber Type Fiber Count kg (km) in. (mm) WP900P LOOSE TUBE 2-24 FIBERS 124 (185) .51 (13.0) WPI250P LOOSE TUBE 25-96 FIBERS 197 (293) .66 (16.7) WP1800P LOOSE TUBE 97-288 FIBERS 325 (484) 89 (22,6) WP1250P RIBBON 12-96 FIBERS 150 (223) 59 (15.0) WP1800P RIBBON 108-216 FIBERS 200 (298) .69 (17.5) WP1800P RIBBON 288-432 FIBERS 363 (540) .98 (25.0) WP2500P RIBBON 864 FIBERS 431 (641) 1.10 (28.0) Note: -The duct fill ratio should be less than 50%by cross-sectional area. - The area of the cable divided by the area of the innerduct should be less than or equal to 0.50 for ease of installation. MULETAPE' ! \ UETAPE": For cable installation only. Do not strap,bind or lift items frith NING this1 product. NEPICO warrants that its producis will work in a manner consistent with the capabilities described in the data sheet. This warranty shall be void if the product has been tampered with or improperly used. Except for the express warranty and limited remedies described above.NEPTCO disclaims all other warranties including implied warranties. NEPTCO and Its authorized agents shall have no other liability beyond the price of the product for damages to a purchaser, including consequential damages,occurring in connection with the use or performance of the product. NEPTCQ•3rr Hamlet Sireet, Powwuci®l Rhode Island 0861 (1i NEPTCO Phptlg 40 pll.rr98 sue 354.5445.:ax 401 722.6J78•w��, www muietoae F: , r�2005 NEPTCO•Primonp in U S.A.•07,10 . � �*�,�, MULETAPE a u rg{jPr red rioclpfl,•41 NEPTCf,tncorraorolea MUlEXNQT I a Paaemom or NERCO r+coioorotetl ALTOS® Loose Tube, Gel-Free, All-Dielectric Cables with Binderless* FastAccess® CORNING Technology, 12-72 Fibers Features and Benefits Corning ALTOS'°cable with Blndertess`FastAccess;" technology is an all-dielectric gel-free cable designed for Binderless`FastAccess'Technology outdoor and limited indoor use for lashed aerial and duct Coming's Binderless FastAccess Technology refers to installations.The innovative FastAccess technology fea- the combination of a Corning FastAccess Technology Lure combined with the gel-free binderless loose tube de- jacket with an innovative technology used to bind cable sign simplifies removal of the cable jacket and accessing construction through the manufacturing process,elimina- the buffer tubes. The loose tube design uses Coring's ting the use of binder yams and waterblocking tapes and SMF-28°"Ultra fiber to provide reliable transmission resulting in a 25 percent improvement in cable access parameters for a variety of voice,data,video and ima- time.These technologies also reduce the overall risk of ging applications.The cable is fully waterblocked using inadvertent fiber damage by reducing the need for sharp craft-friendly,water-swellable materials,which means no cable access tools. cleanup is required.The flexible buffer tubes are easy to Binderless stranded optical core route in closures, and the SZ-stranded. loose tube design Elimination of overlapping yarn binders around stranded isolates fibers from installation and environmental rigors tubes to reduce end access lime while allowing easy midspan access. The all-dielectric gel-free cable construction requires no bonding or groun- Fully waterblocked loose tube,gel-free design ding,and these cables have a polyethylene jacket that is Simple access and no clean up rugged,durable and easy to handle. Polyethylene jacket Rugged,durable and easy to strip(while providing supe- rior protection against UV radiation,fungus,abrasion and other environmental factors) *Coming's patented Binderless'FastAccess Technology refers to the combination of a Coming Available with G.652.D and/or G.657.A1 fiber FastAccess Technology jacket with an innovative tectrno- Ready for any application logy used to bind cable construction through the manu- facturing process, eliminating the use of binder yams and waterblocking tapes. FastAccess Locator .- Ridge POlyelhyleee(PE) Outer Jacket Dielectric Cenral Element -411 Butter Tube ® Fibe. Element ALTOS Loose Tube,Gel-Free,All-Dielectric Cable ALTOS Loose Tube,Gel-Free,All-Dielectric Cable with Binderless TastAccess Technology,48 Fibers with Binderless FastAccess Technology,48 Fibers Family Spec Sheet 0H15 NAFTA AEN C O RN I NG Page t i Revision dale 2017-10.15 ALTOS"" Loose Tube, Gel-Free, All-Dielectric Cables with Binderless* FastAccess`t CORNING Technology, 12-72 Fibers Standards Common Installations Outdoor lashed aerial and duct indoor when instal- led according to National Electrical Code' (NEC') Article 770 Design and Test Criteria ANSI/ICEAS-87-640, Telcordia GR-20, RDUP PE-90 Specifications Temperature Range Storage -40°C to 70°C (-40°F to 158°F) Installation -30°C to 70°C (-22°F to 158°F) Operation -40°C to 70°C (-40°F to 158°F) •Note:Corning recommends storing cable in a proper temperature environment prior to installation to allow the cable temperature to meet installation tempera- ture range specifications for best installation results Mechanical Characteristics Cable Max.Tensile Strength. Short-Term 2700 N (600 lbf) Max.Tensile Strength. Long-Term 890 N (200 lbf) Fiber Count Product Type Number of Number of Weight Nominal Min. Bend Min.Bend Tube Posi- Active Tubes Outer Dia- Radius Radius Ope- tions meter Installation ration 12 Dielectric 6 1 62.5 kg/km 10.2 mm 153 mm 102 mm (41.9 lb/1000 ft) (0.40 in) (6.02 in) (4.01 in) 24 Dielectric 6 2 63.4 kg/km 10.2 mm 153 mm 102 mm (42.6 lb/1000 ft) (0.40 in) (6.02 in) (4.01 in) 36 Dielectric 6 3 64.3 kg/km 10.2 mm 153 mm 102 mm (43.1 lb/1000 ft) (0.40 in) (6.02 in) (4.01 in) 48 Dielectric 6 4 65.1 kg/km 10,2 mm 153 mm 102 mm (43.7 lb/1000 ft) (0.40 in) (6.02 in) (4.01 in) 60 Dielectric 6 5 66.0 kg/km 10.2 mm 153 mm 102 mm (44.3 lb/1000 ft) (0.40 in) (6.02 in) (4.01 in) 72 Dielectric 6 6 66.8 kg/km 10.2 mm 153 mm 102 mm (44.8 lb/1000 ft) (0.40 in) (6.02 in) (4.01 in) Family Spec Sheol 0915 NAFTA AEN C ORN I NG Page 2 I Revision date 2017.10.15 ALTOS`') Loose Tube, Gel-Free, All-Dielectric T_ Cables with Binderless* FastAccess`H' CORNING Technology, 12-72 Fibers Chemical Characteristics RoHS Free of hazardous substances according to RoHS 2011/65/EU Transmission Performance Single-mode �,_ __ - - - ar-• r 1.or,. • FI"' ':^t i•-''. G.652.DIG.657.Al ,r,17p t.. .r _ -1- 22 ?1Cav5ter•:;t'1;r,r II 1310/1383/1550 k1,r:trnurr t4;tc-n..1tu,:,,, i yl'.,l'.rnl 0.34/0.34/0.22 lirirlOMINE1111111 0.32/0.32/0.18 Typical attenuation values match the attenuation values listed in the optical fiber specifications.SMF•26 Ultra delivers up to 10x better macrobend loss perfor- mance compared to the G.652 D standard and up to 33 percent better macrobend loss perlormence than the G 657 Al standard for 10 mm radii bends. Ordering Information I Note: Contact Customer Care at 1-800-743-2675 for other options. [NYE ZU4 - T1F22D20 0 © © © © t0 in Select fiber count. Defines fiber placement. Defines performance Standard offerings: 12-72 fibers T=12 fibers/buffer tube option code. rilDefines fiber type. 22=Single e(Os2) Z=Single-mode SMF-28" Ultra Select length markings. nlix e-mod 0 3-t O 340 20.1erkm fiber(G.652.D/G.657.A1) 3 =Markings in meters 4 =Markings in feet Defines cable type. leDefines cable type. D=Gel-free cable U =ALTOS loose tube cable Defines special jacket feature. with 2.5 mm buffer tubes F =FastAccess' Binderless Defines special requirements. Technology 20=No special requirements Defines outer jacket. P 4 =All-dielectric Family Spec Sheet 0915 NAFTA AEN CORNING Page 3 I Revision dale 2017-10-15 ALTOS' Loose Tube, Gel-Free, All-Dielectric Cables with Binderless* FastAccessu'' CORNING Technology, 12-72 Fibers RoHS COMPLIANT Corning Optical Communications LLC•PO Box 489•Hickory,NC 28603-0489 USA 800-743-2675•FAX: 828-325-5060•International: +1.828-901-5000•www.corning.com/opcomm A complete listing of the trademarks of Corning Optical Communications is available at www.corning.com/opcomm/trademarks All other trademarks are the properties of their respective owners.Corning Optical Communications is ISO 9001 certified ©2017 Corning Optical Communications.All rights reserved. Family Spec Sheet 0915NAFTA AEN CORN I NG Page 4 l Revision date 2017-10-15 Single-Panel Housing (SPH) Wall-mountable, holds one CCH connector panel, black CORNING • 1t Single-Port Honing,won-mountable.holds 1 CCH connector pc Specifications Design Number of Panels per Housing 1 Panel or Module Type CCH Splice Tray Options Includes a 6 slot 0.4-in splice holder, up to 12 heat-shrink splices double stacked and/or 6 heat-shrink ribbon splices Housing Type SPH General,Specificationsf Mounting Type Wall-Mountable Product Type Wall-Mountable Hardware Application Enterprise Networks • Shipping Dimensions Height 196.85 mm(7.75 in) Product Specification SPH-01 P_NAFTA_AEN Page 2 I Revision Date 2021-12-15 Single-Panel Housing (SPH) Wall-mountable, holds one CCH connector panel, black CORNING Shipping Dimensions Width 171.45 mm(6.75 in) Depth 54.1 mm(2.13 in) Connector Specs Housing Color Black Ordering Information Product Number SPH-01P EAN Code 4056418142739 Shipping Weight 0.5 kg Units per Delivery 1/1 Standards RoHS Free of hazardous substances according to RoHS 2011/65/EU RoHS (O M r Vv Corning Optical Communications LLC•4200 Coming Place•Charlotte, NC•28216•United States 800-743-2675•FAX:828-325-5060• International:+1-828-901-5000• www.cQrning.com/oocQmrrt A complete listing of the trademarks of Coming Optical Communications is available at www.coming.com/opcommArademarks.All other trademarks are the properties of their respective owners.Corning Optical Communications is ISO 9001 certified.a 2021 Coming Optical Communications.AR rights reserved. Product Specification SPH-01P_NAFTA_AEN Page 3 I Revision Date 2021-12-15 Closet Connector Housing (CCH) Panel, SC Adapters Duplex, UPC, 12 F, Single-mode (0S2) CORNING Part Number: CCH-CP12-59 Features and Benefits Corning closet connector housing panels(CCH-CP)are offered Universal design approach in a variety of fiber counts for use with LANscape®solutions One-size-fits-all LANscape0 Solutions housings hardware products for a"one-size-fits-ail'approach. Used with Broadest range of fiber count and adapter types factory-installed or field-installable connectors,these panels Solutions for all needs provide interconnect or cross-connect capability in a housing at main cross-connects,intermediate cross-connects, Colored icon labeling telecommunication rooms or work areas.Available with a Easy connector identification variety of industry-standard adapter types,the CCH-CP provides an efficient way to securely mate two connectors and offers multimode and single-mode applications. 141161161 ra 11 • Cloael Connector Housing(CCH)Panel.SC adapters,Duplex,UPC,12 F, Closet Connector Housing(CCH)Panel,SC adapters,Duplex,UPC.12 F, Singie mods(052) Single•mofe(0S2) Product Specification CCH-CP12-59 NAFTA AEN Page 1 I Revision Date 2021.12-15 Closet Connector Housing (CC H) Panel, SC Adapters Duplex, UPC, 12 F, Single-mode (0S2) Specifications Design - Adapter Housing Color Blue Housing Material Composite Adapter Type SC Duplex Insert Ceramic Design Fiber Count 12 Polish UPC Number of Adapters per Panel 6 General Specifications Fiber Category Single-mode(0S2) Product Type Panels and Modules Application Data Center LAN/SAN, Enterprise Networks Cable Design Fiber Count 12 Specifications - Connector A Polish UPC Ordering Information Product Number CCH-CP12-59 EAN Code 4056418200545 Product Specification CCH-CP12-59_NAFTA_AEN Page 2 l Revision Date 2021-12-15 Closet Connector Housing (CCH) Panel, SC Adapters Duplex, UPC, 12 F, Single-mode (0S2) CORNING Ordering Information Package Contents CCH Adapter Panel with installation guide Units per Delivery 1l1 Standards RoHS Free of hazardous substances according to RoHS 2011/65/EU RoHS Corning Optical Communications LLC •4200 Coming Place •Charlotte, NC•28216•United States 800-743-2675•FAX:828-325-5060• International: +1-828-901-5000• www.corning,COM/OOCOMM A complete listing of the trademarks of Corning Optical Communications is available at www.corning.com/opcomm/Trademarks All other trademarks are the properties of their respective owners.Corning Optical Communications is ISO 9001 certified.0 2021 Coming Optical Communications.All rights reserved. Product Specification CCH-CP12-59 NAFTA AEN Page 3 I Revision Date 2021-12-15 F10669-000 I FOSC-ACC- IJ-TRAY-96-S60 FOSCTM Splice Tray, 96-splice Product Classification Regional Availability North America Product Type Fiber splice tray Product Brand FOSC' Product Series FOSC 450 General Specifications Application For use with FOSC-450 Fiber closures Packaging and Weights Packaging quantity 1 Regulatory Compliance/Certifications Agency Classification CHINA-ROHS Below maximum concentration value REACH-SVHC Compliant as per SVHC revision on www.commscope.com/ProductCompliance ROHS Compliant (§)- 02020 CommScope,Inc All rights reserved All trademarks identified by iS or`are teg'stered trademarks, COM MSCOPE respectively,or CommScope.All specifications ate subject to change without notice See www comrnscope corn for the most current Inlormation.Revised.December 4,2020 691370 -000 I F0SC450- ID6-6- \T-0-TOV _.. FOSCTM450 D6 Fiber Optic Splice Closure, Gel Cable sealing, no pre- installed tray, 6 cable attachments, with test valve MI IMP • Single ended,0 ring sealed dome closure for splicing feeder and distribution cables s • Gel cable sealing technology allows easy adding or removing of a wide size range of cables • Compatible with most common cable types.e.g. loose tube,central core,ribbon fiber • FOSC splice trays hinged for access to any splice without disturbing other trays • Closure can be used in aerial,pedestal and underground(up to 5 meters)environments • Compatible with CommScope's CWDM modules and optical splitter trays Product Classification Regional Availability Latin America I North America Product Type Single-ended,round fiber closure Product Brand FOSC' Product Series FOSC 450 General Specifications Cable Entry Drop Port Style Round Cable Entry Main Port Style Round Cable Ports,quantity 6 Cable Sealing Type Compressed gel Closure Sealing Type Dome-to-base clamp with 0-ring Closure Style Single-ended Color Black Fiber Storage Basket Type Tall size Mounting Pole I Strand I Wall Network Area Type Feeder Splice Tray Included, quantity 0 Splicing Capacity,Mass Fusion,maximum 1 152 Splicing Capacity,Single Fusion,maximum 576 Splicing Capacity,Single Splice,12 fibers,maximum 576 Splicing Capacity,Single Splice,6 fibers,maximum 288 Splicing Type,Supported Mass fusion I Single fusion uage t at 02020 Commscope,Inc All rights reserved.All Trademarks Identified bye or'ere registered trademarks, respectively,of CommScope.All specifications are subject to change without notice.See www commscope coin for the COT M SCOPE most current Information Revised December 4,2020 • 691370-000 I FOSC450- i6-6- NT-0 -T01/ Dimensions Length 753 mm i 29 646 in Diameter 254 mm I 10 in Diameter,with clamp 292 mm I 11.496 in Main Cable Diameter,maximum 25 mm I 0 984 in Dimension Drawing � s•»t l D K,, , Trigger [1111 .fflE::JI li I VI . U @ Gel Block Profile R Base f `' A� Clamp 11 ,i� 1 i”;LiX.' ' Dome Ordering Tree n, e.01a 02020 CommScope.Inc Alt rights reserved All trademarks identified by 2r or`are registered trademarks, respectively,of CommScope All specihcalions are subject to change without notice See www.commscope corn for the COM MSCOPE most current Information Revised.December 4,2020 691370-000 I FOSC450- 06-b- NT-0-T011 FOSC450 - XX - X - XX - X - XXX O 1 Winter Huh Taman 4 p I at 6auWe^rayCvu � t4:'crg Ns Valve iti6 cabin any pats.10 ay.74 ag ....................................a..4 6cabo core aae.1I6*a.23bog ,a,.' aa..... 6 mbb envy wok 115 du.30 r.Ag Numb*.i Onwd feetollwaufk Lap imaiutiaaN. u.uOtwpli lrlieO •bgawaan5 ing7 catiaoloch erts odd.; t mound 6d4•agh luq'to vile 4mNacacMtrn rd.drd WA,* 7 A, bodl ayh Iu�p 186 C6. 6 aabls amet..r h cldaa and 06 sloa r ea4 Pt w 951 ,7•Vn b A s,�r 6 game Loadwe..ah iy t it6 end ��y, X doww anIy.r t A Lr OS es rcw.<iv 4..... ®obra':raatffed atroy 1131 h a,cc(•nt v.d v c UM Slosh MaIraf Typo A a,a<C vol wok wgWI- YjpdSvu *kw nndtdas O+ay* so SMe r' i 0 Sbndod SuM Pay son r SM :r,. rndaed Ito-- A 8 sue oblacn qy'%Kw"- ••, rorfxd Sou I?;bats/14.1160d 3p;el 11.46 ai®411aI alaligan.o'4 I7wa`6bonrnt74 airbonw788±until 6a3 8$ccwas r :Yw•6bonrglla Walla a1510 Sociable un�a tisa oar I?firmai Soc►ode hors n 0 awe •u. YeW vin l;pa,i•ata r...cnr.,a.wa••1N• .1....a.csA.......'•,•VW,WWI tnde.a.a.da +• vo.. .,.r-wW b u.a•w.,era tdi. .a..f •lee.+., ..1 a..�.+.•....tr. aY.u.. 4rwtllry el SOU taws SorryWad :}al► Cl»o.oai-a'0'toysndroy,. rsMbdi d'I'ney mreIled _• sratdad Addams!roo Ids , Material Specifications Material Type Impact-resistant polymer Environmental Specifications Environmental Space Below ground I Buried Qualification Standards IEC 61300,5 m waterhead Water Resistance Flash test valve at 5 psi(40 kPa) Packaging and Weights Packaging quantity 1 Packaging Type Box I Carton Weight,net 9.07 kg I 19.996 lb D;ge 3 nl 4 02020 CommScope,Inc Alt rights reserved All trademarks Identified by Par"pre registered trademarks,respectively,of CommScope All specifications are subject to change without notice See www.commscope.com for the COM MSC(�`PE" most current information Revised December 4,2020 691370-000 I FOSC450- 36-6- \T-0 -T01/ Regulatory Compliance/Certifications Agency Classification CHINA-ROHS Below maximum concentration value ISO 9001.2015 Designed,manufactured and/or distributed under this quality management system REACH-SVHC Compliant as per SVHC revision on www commscope.com/ProductCompliance ROHS Compliant ISO 900'. 201.E C2020 CommScopc,Inc All rights reserved.All trademarks Identified by Q or"ate registered trademarks, COM MSCV PE` respectively,of CommScope All specifications are subject to change without notice See www commscone.com for the most current information Revised December 4,2020 • 369305-000 I SVOUV-1120 - 01 SMOUV Fiber Optic Splice Heat Shrink Protective Sleeve • Provide mechanical and environmental protection for fusion splices • Optimal design for simple and correct fiber entrance • Hot melt adhesive especially developed for optimal flow • Transparent heat shrinkable tube for simple installation verification • Short installation cycle and compatible with most common ovens Product Classification Regional Availability Asia I Australia/New Zealand I EMEA I Latin America I North America Product Type Fiber protection sleeve Product Brand SMOUV® Product Series SMOUV Ordering Note Minimum order quantity(MOO)is 1,000 pcs General Specifications Splicing Type Heat shrink,single fiber fusion Dimensions Length 61 mm 12.402 in Outline Drawing t 2 3 • 61 Min.1.2 1 Hot melt adhesive 2 Stainless steel rod 3 Heat shrinkable tube PageTof2 3t2020 CommScope,Inc.At rights reserved All trademarks idem,f led by at or ore registered trademarks,respectively,of CemmScope All specifications are subject to change without notice See www.commscope corn for the COM MSCO PE.. most current information Revised December 8,2020 369305-000 I SVIOUV-1120- 01 Environmental Specifications Environmental Space Indoor I Outdoor Packaging and Weights Packaging Type Bag I Carton Regulatory Compliance/Certifications Agency Classification CHINA-ROHS Below maximum concentration value REACH-SVHC Compliant as per SVHC revision on www.commscope.com/ProductCompliance ROHS Compliant 02020 CommScope,rnc,An rights reserved All trademarks rdenufied by T or"are registered trademarks, (� respectively,of CommScope All specifications are subject to change without notice See www.commscope.com for the COM M SCOPE most current Information Revised December 8,2020 FIBEI T ON weesire: www.wesca.cun, -1111111, 1411=M1111111111Mb,- SPECIFICATION SHEET tam _ Part Number 2 M3 C 2D2D - 001 M Fiber Cable Fiber Type OD Connector Type ( Cable Length Unit of Measure • 2 F^cr Zipcord OFNR SM•Singlemode 0S2 C 2mm 2D LC/UPC Duplex M Meter M1-62.5 urn Multimode OM1 4D SC/UPC Duplex M3-50 urn Multimode 0M3 M4-SO um Multimode OM4 SC-SC Dimples 2.0mm x 4.0mm L CL.'co)mm 0 1'")mm ..._..ts0(ir a)irat u.uu risuoMlactuAque boot QIeM.YIwMY1bck/Aq abbot 11 � �. -- C C g n iL9 bl I _ n I j) _ l_ t g r� j�l GI a&ow!! �`•VNxto boot .17mm CSC ColulaCWr L,pcord'.'0wt.0rnm'JM or MM(JFNN Cabs. 4Ntita boat 4Rt.•f:nnrocrer IC•LC Duplex 2.0mm x 4.0mm L lb S,V 3i nm` ISO r-0a>mm 13reeotBUeiflluciVAqua boot Got om Moo dB!ack/Aqua boot f n J =1:.1�a�-�� _. _. __.. ':-*ter�° I.,,.., LB B- 1 — 301tIm t,..r to boot 2.pcenl 2.0xaOnto,O SM o.MINA UFNW cool. 50,m_ Whitt boot to t:Connaemr ,:LC tuna..tn. SC-LC Duplex 2.0mm x 4.0mm no mn tGq r oo)mm Grecniilueritack/Aqub bout I Gteon•91ueiSbek.Aqua boot (b U� JD iron, • WM*boat .n.. ItpceM?Oxl Omm SM n.MIA OFNR Cnbin What.boot CSC'Cubn.cto, CLC Gonno COI Optical Characteristics SM MM Reference Insertion Loss s 0 30dB 5 0.30dB IEC 61300.3-34 Return loss e 50dB(UPC) 2 35dB IEC 61300 3-6 Connector Colors Connector Ends Cable Polish Connector Color Boot Color LC,SC SM Duplex UPC Blue Blue/White LC.SC OM1 Duplex PC Beige Black/White LC,SC 0M3 Duplex PC Black Aqua/White LC,SC 0M4 Duplex PC Black Aqua/White Specifications 1.Dimensions are In mm unless otherwise specified 2.Connector's design complies with TIA-604-3-8(SC).TIA-604-10-B ILCI,TIA-604.2-B(STI.IEC 61754-4(SCI and 3.OFNR PVC cable jacket 4.Materials are compliant with RoHS 3(201S/863(,REACH(SVHC list release o/January 15,20191 and Ul 94 V-0 5.Qualified to Telcordia GR•326-CORE issue 4 and IEC 61300 standards 6 Test results are provided In each bag WARNING:This product can expose you to chemicals including arsenic,which is known to the State of California to cause cancer.For more information,go to www.P65Wamings.ca.gov Stu C0-142020 ' I mark CONTENT APP. DATE Lt50 900um Blue Orange t[Ctxt Green c mum Brown (RELIKM1 Gray White icLtR Red 'COW r t Black Yellow MI= Violet d( d ;rr Pink d(1RtT AquaRS:s Optical Spec. LL.(1310nm/1550nm) S0.3dB R.E.(1310nm/1550nm) 330dB Durability 50.20, 1000 times mating cycles Operating Temperature -40 t to r 75t SC/X 12 Fiber 900um Color Coded Pigtail Kit Coble Type PVC 0.9mm Cable 12 Colors LY N N ELECTRONICS Fiber Type SN 9/125 Pigtail Endface Polish PC polished ■„noit • _-f t.„ ;i, Connector Shell Bronze housing SCA 12F Singlemode 900um Ferrule Zirconio oao a Color Coded Pigtail Kit 4 6t Boot 0.9mm. Block color SCXI2FSM-3MKIT A4 - =. 4 GENERAL COPPER WIRE G raybaR iyP1 01 1111. i.1., .. 1`nGe THWN / THHN-THWN 75'C 75'C 90'C 600V THWN-2 75'C 90'C 90'C 600V THHN / MTW MTW 60'C 60'C 90'C 600V AWM 1316to 1321 80'C - 105'C 600V AWM 1408 to 1414 60'C 60'C 90'C 6000' AWM 1452 to 1453• 80'C - 90'C 100V T90 NYLON 60'C 90'C 600Vmummil TWN 75 - 7S'C - 600V e 14-10 AWG only •'14-10 AWG only 2500 volts peak lot electronic use only PVC NYLON APPROX. AMPACITY APPROX. SIZE(AWG OR KCMIL) NO. INSUL JACKET OUTSIDE WEIGHT STRANDS THICK THICK. DIAMETER (INCHES) (INCHES) (INCHES) THWN. THHN, MTW, 1000 FT.NM) 75•C 90•C GO'C 14 Solid 0.015 0 004 0 104 15 15 U. 12 Solid 0.015 0.004 0.121 20 20 10 Solid 0.020 0 004 0 152 30 30 . 38 WPM' 19 0.033- -1E112 1s 15 12 19 0 015 0.004 0 131 20 20 20 10 19 _ .1.080--•iI D4 3164...... -a0 6 19 0.030 0.005 0.216 50 55 40 66 1-., 19 0.030 0.005 0.253 65 75 55 100 4 19 0.040 0.006 0.322 85 95 70 159 1 Cam, 100 110 ..er- . . 2 . Q 81 010 0.006 0.3 115 130 95 130 150 110 1/0 19 0.050 0.007 0.483 150 110 125 377 2/0 19 0.050 0.007 0.528 175 195 145 468 3/0 19 0.050 0.007 0.579 200 225 165 581 4/0 19 0.050 0.007 0.636 210 260 195 722 LorissailtiiismoiviiiiiiPPNwirimieir 25$ 29.. . .Iiib 300 37 0.060 0.008 0.758 185 320 240 1018 y" 339 200 1180 400 37 0.060 0.008 0.855 335 380 280 13:2 500 37 0.060 0.008 0.938 380 430 320 1661 600 61 0.070 0.009 1.039 420 475 355 2007 750 61 0.070 0.009 1.143 475 535 400 2497 NOTES •al.nawe.0.0.011/Of not mole that N,e.-condonor,.o rat tn.T or c.tl.ha.N an 1mbi.01 la/nov.0mm 0 10'C 1101l.oar Tabk 110.11 on 2000 wtronal tk,Ir[al Cody 1N(1•A 70 20011 •Alkw1Cla ampltny al Ty..AIM tdndualors 40'C Art ai dry.n ca01*or r..en..y p.r 1344 11 11 of tiro 11st0n1M Stand.d for Indow.si M.achmery.Np.A 70 2000(ANStI vih, Washington State trDepartment of Transportation 7 Request for Approval of Material Contract Number FA Number SR Date CAG-20-065 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAM# PE Use Bid Item Material or Name and Location of Fabricator.Manufacturer or Pit Number Specification PEJCPL Code Hdgtr IOPL HQ Use No. Product/Type Reference Code 85.13 AC/DC POWER TRC ELECTRONICS,DOYLESTOWN,PA 9-29.21 1 1 SUPPLY Project Engineer/Representative Date 1/27/22 State Materials Engineer/Representative Date MARC KENDALL (PARAMETRIX) Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Critena:Acceptance based upon'Satisfactory Test Report for samples of materials to be incorporated into project_ 2. Acceptance Criteria:Mfg.Cert.of Compliance for'Acceptance'prior to use of material 3. Acceptance Criteria:Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved Yes No 4. Acceptance Criteria:Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria:Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office 7. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10.Approval Withheld: 11 Miscellaneous Acceptance Criteria.Remarks City approved on 2/2/22 (PE): This product is tentatively approvcd pending City confirmation. The Remarks existing IDC-FL flashing beacon system includes 2 x 5W flashers and a (HQ): low wattage remote receiver. This 150W AC/DC supply appears sufficient to handle loads. This form shall be completed prior to submittal.If this form is not compete at time of submittal it may be returned for information that was omitted DOT Form 350.071 Revised 03/2021 Project Engineer Distribution Contractor Region Operations Engineer Fabrication Inspection Region Materials State Materials Lab-MS 47365 - Phone (253) 383-5022 41100,11 Fax (253) 272-5214 r/ ELECTRIC Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -AC/DC POWER SUPPLY To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-12 2207 Inter Ave,Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 12 Phone No: 253-841-4837 Date Sent : 1/24/2022 Fax No: 253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes AC/DC POWER SUPPLY Please return submitted items by 1/31/2022. Signed By: /1404.4) ---ttVc). Dated: 1/24/2022 Jane Romito Purchasing Agent 1-,,:'+x`. AC/DC Power Supply • 150W i -4 . MEAN WELL RS-150 Series gidirTRC ELECTRONICS, INC. _ • Features : ▪ s -- ' Protections:Short circuit/Overload/Over voltage =_ - _ ' Cooling by free air convection -. 'z?1::slV •- - = '•__ ' LED indicator for power on �� „ ▪• '- -T.'.. = -r- ;- ' 100%full load burn-in test ':•%;:%N�+ %-T.- - -•-- All using 105°C long life electrolytic capacitors +.`«+%..+++: ▪ - ' Withstand 300VAC surge input for 5 second +%+%""%+ °• -- ' High operating temperature up to 70°C vi.,,i' + ,.••• ' Withstand 5G vibration test + ' High efficiency,long life and high reliability ' 3 years warranty pp ER SPECIFICATION ®4, D autos CB ERI C E MODEL RS-150-3.3 RS-150.5 RS-150-12 RS-150-15 RS-150-24 RS-150.48 DC VOLTAGE 3.3V 5V 12V 15V 24V 48V RATED CURRENT 30A 26A 12.5A 10A 6.5A 3.3A CURRENT RANGE 0-30A 0-26A 0-12.5A 0-10A 0-6.5A 0-3.3A RATED POWER 99W 130W 150W 150W 156W 158.4W RIPPLE&NOISE(max.)Note,2 80mVp-p 80mVp-p 12omVp-p 120mVp-p 120mVp-p 200mVp-p OUTPUT VOLTAGE ADJ.RANGE 3.2V-3.5V 4.75-5.5V 11.4-13.2V 14.25-16.5V 22.8-26.4V 45.6-52.BV VOLTAGE TOLERANCE Note.3 ±3.0% t2.0% ±1.0% ±1.0% ±1.0% ±1.0% LINE REGULATION Not.A±0.5% t0.5% ±0.5% t0.5% ±0.5% ±0.5% LOAD REGULATION Note.5±2.0% ±1.0% ±0.5% t0.5% ±0.5% ±0.5% SETUP,RISE TIME 800ms,20ms/230VAC 1200ms,30ms/115VAC at full load HOLD UP TIME(Typ.) 28ms/230VAC 20ms/115VAC at full load VOLTAGE RANGE 88-132VAC/176-264VAC selected by switch 248-373VDC(Withstand 300VAC surge for 5sec.Without damage) FREQUENCY RANGE 47-63Hz INPUT EFFICIENCY(Typ.) 74% 78% 83% 84% 86% 86% AC CURRENT(Typ.) 3A/115VAC 2A/230VAC INRUSH CURRENT(Typ.) COLD START 40A/230VAC LEAKAGE CURRENT <2mA/240VAC 110-150%rated output power OVERLOAD Note.B Protection type:Hiccup mode,recovers automatically after fault condition is removed PROTECTION 3.8-4.45V 15.75-6.75V 113.8-16.2V OVER VOLTAGE 17.25-20.25V 27.8-32.4V I 55.2-64.8V Protection type:Hiccup mode,recovers automatically after fault condition Is removed WORKING TEMP. -25-+70'C(Refer to'DeratingCurve) WORKING HUMIDITY 20-90%RH non-condensing ElINRONIIENT STORAGE TEMP.,HUMIDITY -40-+85°C,10-95%RH TEMP.COEFFICIENT ±0.03%/°C(0-50°C) VIBRATION 10-500Hz,5G 10mini icyde,period for 80min.each along X,Y,Z axes SAFETY STANDARDS UL62368-1,TUV EN62368-1,AS/NZS 62368.1,EAC TP TC 004 approved SAFETY& WITHSTAND VOLTAGE I/P-OfP:3KVAC I/P-FG:2KVAC 0/P-FG:0.5KVAC EMC ISOLATION RESISTANCE VP-0/P,I/P-FG,0/P-FG:100M Ohms/500VDC/25°C/70%RH (Note 6) EMC EMISSION Compliance to EN55032(CISPR32)Class B,EN61000-3-2,-3,EAC TP TC 020 EMC IMMUNITY Compliance to EN61000-4-2,3,4,5,6,8,11,EN61000-6-2(EN50082-2),heavy industry level,criteria A,EAC TP TC 020 MTBF 244KHrs min. MIL-HDBK-217F(25°C) OTHERS DIMENSION 199°98.38mm(L'W°H) PACKING 0.7Kg;20pcs/14Kg/0.85CUFT 1.All parameters NOT specially mentioned are measured at 230VAC input,rated load and 25°C of ambient temperature. 2.Ripple&noise are measured at 20MHz of bandwidth by using a 12"twisted pair-wire terminated with a 0.1 of 8 47u1 parallel capacitor. 3.Tolerance:includes set up tolerance,line regulation and load regulation. 4.Line regulation is measured from low line to high line at rated bad. 5.Load regulation is measured from 0%to 100%rated load. 6.The power supply is considered a component which will be installed into a final equipment.All the EMC tests are been executed by mounting the unit on a 360mm°360mm metal plate with 1mm of thickness.The rural equipment must be re-confirmed that it still meets EMC directives.For guidance on how to perform these EMC tests,please refer to"EMI testing of component power supplies.-(as available on httpl/www.meanwell.com) 7.Length of set up time is measured at cold first start.Turning ON/OFF the power supply very quiddy may lead to increase of the set up time. 8.Extra consideration should be taken when selecting output wiring for 3.3V and 5V models.This is to prevent the protection modes for overload and short circuit from becoming constant power. NOTE 9.The ambient temperature derating of 3.5"C/1000m with fanless models and of 5"C/1000m with fan models for operating altitude higher than 2000m(65001t) 10.This power supply does not meet the harmonic current requirements outlined by EN61000-3-2.Please do not use this power supply under the following conditions: a)the end-devices is used within the European Union,and b)the end-devices is connected to public mains supply with 220Vac or greater rated nominal voltage,and c)the power supply is: -installed in end-devices with average or continuous input power greater than 75W,or -belong to part of a lighting system Exception: Power supplies used within the following end-devices do not need to fulfil EN61000-3-2 a)professional equipment with a total rated input power greater than 1000W; TiqC AC/DC Power Supply• 150W MEAN WELL RS-150 Series OrrTRC ELECTRONICS, INC. ■ Mechanical Specification Case No.902A Unit:mm 197 jr �- 1 J�.J ' ( vi 1 2 .40J J o , 3 JJ J YIJ 4 S ai �—%J I 5 co J N 1 o Jal 6 I I ¢RsJJJ 7 II 1 t — — — ^ — ^ T 0 r 4.5 1 57.5 120 199 C.5 190 .� °'� o o 7 I I_ Terminal Pin No. Assignment Pin No. Assignment Pin No. Assignment r I e ": 1 AC/L 4,5 DC OUTPUT-V o o — 2 AC/N 6,7 DC OUTPUT+V 0 0 o I 3 FG-1-.22 157 ■ Block Diagram 230 �a 15° fosc:60KHz RECTIFIERS f 2 1 RECTIFIERS EMI POWER _ o +V UP o FILTER d SWITCHING 1, & ---.—o -V FILTER FILTER FG -� (+~ DCIRCUION 1____._ O.L.P. — CONTROL —1—J I aq---I O.V.P. I--- - ■ Derating Curve ■ Static Characteristics 100 100 - I \them 90- - 80 s0 - - 60 70 - 3.3V,5V 90 o 60 0 o < 50 - - 20 O J 40 -25 0 10 20 30 40 50 60 70(V ERTICAL11 88 95 100 115 120 132 25 0 1HORIZONTAL) 176 190 200 230 240 264 AMBIENT TEMPERATURE(°C) INPUT VOLTAGE(VAC)60Hz HbName•RS-150-SPEC 2021-03-12 Washington State `AV Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG-20-065 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING 8 EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RFSt BMITTAL OF RAM 73 RAM# PE Use Bid Item Material or Name and Location of Fabricator,Manufacturer or Pit Number Specification PEIQPL Code Hdgtr./QPL HO Use No. Prcduct/Type Reference Code 85.05 ANCHOR PORTLAND BOLT,PORTLAND,OR 9-06.5(4) 8 BOLTS PLEASE NOTE-ALL ANCHOR BOLT MEASUREMENTS HAVE BEEN FIELD VERIFIED Project Engineer/Representative Date State Materals Engineer/Representative Date ` _— 2/1/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria:Acceptance based upon-Satisfactoy Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria:Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria:Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved Yes No 4. Acceptance Criteria:Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Cnteria:Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. B. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: "Make Corrections Noted" -per FWD No. 3, Alum Pole Rod shall be 62" long and Approval Withheld: Submit samples for preliminary evaluation. Type Ill Pole Rod shall be 66" long. 10.Approval Withheld: 11.Miscellaneous Acceptance Criteria.Remarks (PE): Remarks (HO): This form shall be completed prior to submittal.If this form is not compete at time of submittal d may be returned for information that was omitted. DOT Form 350-071 Revised 032021 Project Engineer Distribution Contractor Region Operabons Engineer Fabrication Inspection Region Materials Stale Metenals Lab-MS 473e5 Phone (253) 383-5022 Fax(253) 272-5214 ELECTRIC Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE-TES POLES-ANCHOR BOLT RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-1 2207 Inter Ave, Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 1 Phone No: 253-841-4837 Date Sent: 1/25/2022 Fax No: 253-841-4816 Type : Original Submittal tarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes POLES;ANCHOR BOLTS; LUMINAIRE; BANNER ARMS Please return submitted items by 2/1/2022. Signed By: 4,0041:711AVE) Dated: 1/25/2022 Jane Romito Purchasing Agent 4 Submitted by The Lighting Group KRISTIE KUCHAN Catalog Number; Type:111111 / Job Name: 1-1/4x54"gals.F1554GR55 w/14.5"b.c. d Duvall Ave.NE•(tattoo• ALUM POLES _.- ----- Paovrncoay Po3TLAND act* ---.. - - - -- ---- J tlb SCE L !M of Material e 3) 1.1/4"•7 WY. EN GRADE/OE1CgPIgN 1 I 100 1-1/4 54 ASTM 61S54 Grade 55 rod• i m 600 1-1/4 ASTM A563 Grade DM heavy hex nut Ifi I '.' 600 1-1/4 ASTM F436 Type 1 hardened washer Notes Meets the SI requirement for weldability .s Heavy hey nut dimensions meet ASME 818.2.2/,.t Findr:Galvanized per ASTM F2329 and A153 Hardware is not provided assembled '., Drawings are not to scale SUBMITTAL REVIEW ,.' No Exceptions Taken X Make Corrections Noted Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review y62"per FWD No.3 does not relieve contractor from his responsibility to comply&conform LF-4 . with the Plans,Specification,and Contract Documents. 10) Gray 8r Oalsor4Ttey Inc. CONSULTING ENGINEERS By DRS Date:2/112022 z Avrawmar aTe PROW' ewt L ManuFxturMhg Co. 3441 NW Guam St. A11t Portland,OR 97210 (p]R00.547.6793 [f]S03.227.4634 O PDanunaDlt lDal gDeg QUOTE ar [e]NiesIO eorttandbolt von DATE 1/20/Z021 [w]www oortlandbolt.ccm Submild by TN L4*ru Group KRISTIE KUCHAN Catalog Number: Type: Job Name: 1-1/4x54'galv.F1554GR55 w/14.5'b.c. Duval Ave.NE-Nallron. ALUM POLES -----'-- _—— PRCYNEDDy PobflhD BRIT— -- 8i of Material(Levee) Qry. Siff IEN GRADE/DESGIFlION SO 13/8 I IASTM AS6 round plate I Notes Finldr:Galvanized per ASTM F2329 and A133 J r --� - Drawings are not to scale- II °• 4 r SUBMITTAL REVIEW ti O 1-3/8" HOLES X No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks • IMPORTANT NOTICE:This review does not relve conctor from his responsibility to comply&conform ii-NOC with the Plans,Specification,and Contract Documents. gab Cla p Sr abor .CONSULTING ENGNEERS By: DRS Date:2/1/2022 x - APPROVED Br EWE PROarr Q6IOMER Portland Dolt&Manufacturing Co. 3441 NW Guam St. 111115Portland, [pi SW.547.675A [f]503.227.4634 O PORRArceoLT Ma I PAGE OMER I QUOTE el In I DATE 1/2G/2G22; tel lags)ourtlandbolt.core [w]www.Dortlandbolt cam Submitted by The Lglvine Group KRISTIEKUCFNN Catalog Number: Type: 1111 aN Job Nme: 1-1/2x60"gals.F1554GR105 w/18"b.c. RELOCATED Dob e.NE-Renton TYPE III � BM of Materiel(line 3) � 1.1/2"0 . St7E LEN.GRADE IoEsso PnON --�1 1-1/2 60 ASTM F1554 Grade 105 rod 1-1/2 ASTM AS63 Grade OH heavy hex nut ,.' 1-1/2 ASTM F436 Type 1 hardened washer J Notes I STAMP'PR AB 105'ON 18"TE.CHARPY MATS. GALV THICKNESS READINGS REQ'D .' Heavy hex nut dimensions meet A5ME 818.2.2 rro Finish:Galvanized per ASTM F2329 and A153 J ,.' Hardware is not provided assembled r�rl� Drawings are not to scale imiengenbr SUBMITTAL REVIEW '•' No Exceptions Taken X Make Corrections Noted _ Amend&Resubmit _ Rejected-See Remarks I 66"per FWD No.3 IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Contract Documents. 4610 Gray tk Osborne,Inc CONSULTING ENGINEERS By: DRS Date:2/1/2022 ArPltov®Itr auTo to PROJECT QYSTOMER Portland Bolt&Manufacturing Co. 3441 NW Guam St. R Portland,OR 97210 [P]B00.54747.67511 [f]503.227.4634 [a]salesiBnortlandbolt agn 0 PORTLAND BOLT EOM ORDER I own _ I sr GA I man 12/7/2020 [N]www.a"rtlanabeh.ran Submitted w Nu LightNamw KRISTIE KUCNAN Catalog Number: Type: J III Job Name: Dwell Ave.NE-Renton 1-112x60"gale.F1554GR105 w/18"b.c. RELOCATED TYPE III -- —I.VVICFD nv PORTLAND BM r-. --- ---- -- NI d Material(Late 6) MY. SIZE LEN. GRADE/oesommON 2 I 1 I IASTM A36 round template/ / Notes f' . Drawings are not to sale 22' i '-1"—. /7, 14 ''b,.//./•. i SUBMITTAL REVIEW O ` 1-5/B'Itoks X No Exceptions Taken Make Corrections Noted Amend&Resubmit j Rejected-See Remarks IMPORTANT NOTICE:This review \ does not relieve contractor from his 14'Noc responsibility to comply&conform with the Plans.Specification,and I Contract Dor dents. \\\\'sr (NiN'''''''''..-----.........-."'------ ItaElk Gray&Osborne,Inc. CONSULTING ENGINEERS � � By: DRS Date: 2H12022 --7// x APPROVED MY 4MTR — PEORCT CUSTOMER Portland Bak&Manufacturing Co. 3441 NW Guam St. 1111116 Portland,OR 97210 [p]000.547.6758 [f]503.227.4634 (el yatesdboortlandbolt.corn D MOUND ROLT tam I 0a061 Ot1UUS sr GR cam 12/7/2020 [N]www.nortlandeolt.corn Birbmtiud by The Lighting Group KRISTIEKUCHAN Catalog Number: Type: Job Name: 3/4x30 galv.F1554GR55 w/9"b.c. RELOCATED Ave.NE-City of Rentontemplate PELCO RRFB f axe Malarial I 1/ Oly 4m tMem L•rwrh Grade r Clan I� 3!4"-10 3 Rod 314"-10 30" F1554 Grade 55 All Thread y A563 Grade 36 Type 1 DI Heavy Hex '.' 18 Washer 3/4" Note ✓ ASTM F1564 Grade 55 All Thread Rod dimensions meet ASME '.' B18.31.2 SUBMITTAL REVIEW Finish:Galvanized per ASTM F2329 and A153 I '�,X No Exceptions Taken Hardware is riot provided assembled Drawings are not to scale Make Corrections Noted Amend&Resubmit '., Rejected-See Remarks IMPORTANT NOTICE:This review "_ does not relieve contractor from his responsibility to comply&conform with the Plans.Specification,and 30 Contract Documents. Gray&'Oahorne, CONSULTING ENGINEERS G By DRS Date:2H12022 le1 Approved By Dale ,.' o piMam Des brae,No Gres.No. Portland Bolt&Manufacturing Co. 12415 l 3441 NW Gown sL Dy �'}�� IF:605227.1e94 GR E'aalar4partanypokcan onapartlandbaltcaan 'Submitted by The Lighting Group KRISTIE KUCNAN Catalog N umber: Type: 11111 Job Name:Meld Ave.NE-City of Renton 3/4x30 galv.F1554GR55 w/9"b.c. template RELOCATED PELCO RRFB 3OTES Plate:ASTM A36 Finish:ASTM F2329 hot dip galvanizing J t/n SUBMITTAL REVIEW X No Exceptions Taken u 7/8 a Make Corrections Noted 13.5 B.C. — _.. Amend&Resubmit Rejected-See Remarks 0 . ( r IMPORTANT NOTICE:This review J does not relieve contractor from his j responsibility to comply 8 conform t } with the Plans,Specification,and ! Contract Documents. i 404 i H GTahy 8r Qebornc,1..c. J CONSULTING ENGINEERS By DRS Date 2J1/2022 Portland Bolt&Manufacturing Co. ..............". 3441 NW Guam Street rdand,OR L. F:�11E5 503-227-4 3 97210 r www.portlardbolt.com Job Name: 12" ► Customer: Revisions Saks Order Number Quote Number IDate I Sy 10(27/2020 Submitted by The Lphbng Group KRIS TIE KUCHAN Catalog Number: Type:III / Job Name: 1/2x30"galv.F1554GR55 w/9"b_c. d Duvall Ave.NE-Renton RELOCATED RRFB -----PROVIDED BYrorru(ND Rol t ---- WNW Material(une 1) Jam SIZE LEK GRADE/DESUIe0IBN / ---stl1/2"-13IK— 4 1/2 30 ASTM F1554 Grade 55 all thread rod S I I 24 1/2 ASTM A563 Grade DH heavy hex nut li t 24 1/2 ASTM F436 Type 1 hardened washer '. Notes Cut ends sprayed with Brhe Zinc 8-100 ireorema III All thread rod dimensions meet ASME B18.31.2 Meets the SI.requirement for weldability I .t Heavy hex nut dimensions meet ASME 818.2.2/ Finish:Galvanized per ASTM F2329 and Ai53 r/ Hardware is not provided assembled mouriammoi Drawings are not to scale '.' SUBMITTAL REVIEW X_ No Exceptions Taken 6,. Make Corrections Noted _ Amend&Resubmit 30° Rejected-See Remarks IMPORTANT NOTICE.This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Contract Documents. Grey tSr Osborne,Inc. CONSLLTING ENGINEERS in x By: DRS Date:2/1/2022 ,.' Amovmar an ml '., OIER CUSTOMER PartlaM Bait L M4nufaDterrhl`Co. 3441 NW Guam St. ��'� Portland,47 67210 [p]800.547.6758 [f1 503.227.4614 osmium TIOII I awn [e]aalesrmoortlandbolt corn i3AiTE In kT DATf 1/2gfM22� [N]www.portlandhnit.corrt S 4 r4.d by The LgNeg Group KRISTIE KUCHAN Catalog Number: Type: Job Name:Dwell Ave.NE-Reston 1/2x30"galv.F1554GR55 w/9"b.c. RELOCATED/ RRFB .oRU:liitn Rv NO RTLVs0 NAT Bill of Material(Line 2) WY. SEE LEAL GMIE/NESORMION 2 11/4 ASTM A36 round templet/ Notes 1/4' WeeGalvaNaed per ASTM F2329 and A153 lr 13 1 I Orowlnp ere not to scale SUBMITTAL REVIEW °� X No Exceptions Taken Make Corrections Noted 0 0.-5/3'holes _ Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review 4 does not relieve contractor from his responsibility to comply&conform S.HOC with the Plans.Specification,and Contract Documents. Grey 8r O.boaale h Ilm CONSULTING ENGINEERS O O By: DRS Date:V1/2°22 AMMO ST WOE YROICT CUSTOMER j ..._Portland Bolt&Manufacturing Co. 3441 NW Guam St. Portland,4R67S [p]370.547.675e [f]503.227.4634 oroRnAwetxrlezz (wwE ( oaoEa re lsales�oattlandbalt rom atsain I AY KT nail 1/20/2033 —___----[q]www.00rtlandbolt corn-- Submibed by The Lighlag Group KRISTIE KUCHAN Catalog Number: Type: 1111 Job Name: Duvet Ave.NE-City of Renton. 3/4x36 galv.F1554GR55 w/9"b.c. template RELOCATED PS POLE Bill o1 Materiel �4 O Oty Item Diem Langth Grade I Description141-- 3 Rod 3/4"-10 36" F1554 Grade 55 All Thread S1 • 18 Nut 3/4" A563 Grade DH Heavy Hex J COI 18 Washer 3/4" F436 Type 1 tr Nob e ASTM F1554 Grade 55 AN Thread Rod dimensions meet ASME III B18.31.2 Finish:Galvanized per ASTM F2329 and A153/ '.' Hardware is not provided assembled Drawings are not to scale SUBMITTAL REVIEW III X No Exceptions Taken Make Corrections Noted _ Amend&Resubmit Rejected-See Remarks " IMPORTANT NOTICE:This review does not relieve contractor from his N. responsibility to comply&conform with the Plans,Specification,and Contract Documents. r M 10) Gresy&Osboa-ase,Inc. j CONSULTING ENGINEERS By: DRS Date. 2/1/2022 RIApproved By _ Dale Ill Job Name Date Customer LIGHTING GROUP NW 10/27/2020 • Orders. Quo. tanufacturing Co. 12•"' I 3441 NW Guam St 'l l tr P:600-ne 5474756 10 P:e00-Sq�'75e Sheet 6, F:603-Y17�e34 2 of 2 GR I E.saleselporttandholtcom www.porllandbof.com Submitted by The lighting Group KRISTIE KUCHAN Catalog Number: Type:11111 f Job Name: Duvall Ave.NE-CM,/or Renton 3/4x36 galv.F1554GR55 wl 9'b.c. template RELOCATED . PS POLE NOTES Plate:ASTM A36" Finish:ASTM F2329 hot dip galvanizing 1/4° 1 SUBMITTAL REVIEW 7I8"0 — X No Exceptions Taken 9°B.C. _ Make Corrections Noted _ Amend&Resubmit :' — Rejected-See Remarks 0' '0 ... IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Contract Documents. Gray&Deborne,Inc. CONSULTING ENGINEERS J By: DRS Date:2/112022 �I !1 Portland Bolt&Manufacturing Co. `---- 3441 NW Guam Street ft Portland,OR 97210 P 800-547-6758 F:503-227-4634 6" www.portlandboit.com Job Name: 4 12° • Customer: Lighting Group NW Revisions Sales Order Number Quote Number Sheet 1 of 1 Date By 10/27/2020 Phone (253) 383-5022 ECTRIC Fax (253) 272-5214 inaKEZCOMEM TarteWit Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE - FIBER- INTEGRITY COMPLETE RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-11 2207 Inter Ave, Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 11 Phone No: 253-8414837 Date Sent : 12/23/2021 Fax No: 253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes FIBER Please return submitted items by 12/9/2021. Signed By: Dated: 12/23/2021 Jane Romito Purchasing Agent Washington State SDepartment of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG-20-065 Section I Me of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING 8 EXCAVATING,INC TOTEM ELECTRIC For WSD(T It..Only ('ONII'LICft.fist RMIIT 11.OF RAM 1I5N RAM# 067 PE Use Sid Item Material or Name and Location of Fabricator,Manufacturer or Pit Menber SpedI albn PEIQPL Cone nom 10P1 HO Use No. Product/Type Refererce Cade 85.03 MULE TAPE NEPTCO,PAWTUCKET,RI 9-29 3 g REVISED 8S 03 T2 STRAND CORNING,CORNIGH,NY 9-29 10-a PRODUCT SINGLEMODE NEW FROM SINGLE PANEL RAM 058 85.03 HOUSING CORNING,CORNIGH,NY 9-29 3,8 NEW FROM 6 DUPLEX SC RAM 058 85.03 ADAPTER CORNING,CORNIGH,NY 9-29 0 REVISED 85.03 12 MODULES COMMSCOPE,HICKORY,NC 9-29 3,8 PRODUCT SPLICE'1'RAY REVISED 85.03 SPLICE CASE C'OMMSCOPE,HICKORY.NC 9-29 3,8 PRODUCT REVISED 85.03 SPLICE COMMSCOPE,HICKORY.NC 9-29 3,8 PRODUCT SLEEVES REVISED 85 03 METER PATCH FIBERTRON,NORCROSS,GA 9-29 10-c PRODUCT NEW FROM 12 PIGTAIL RAM 058 85.03 CONNECTOR LYNN ELECTRONICS,NORTH WHALES,PA 9-29 3,li 85.03 TRACER WIRE GENERAL CABLE,HIGHLAND HEIGHTS,KY 9-29.3(2)A4 3,8 jest irleer/R:y esentative Date State Materials Engineer/Representative Date V 1/14/22 Acc peen -A tI• ••des for use by Project Engineer and State Materials Laboratory 1 oce• : ce Criteria Acceptance based upon'Satisfactory Test Report for samples of materials to be incorporated into project. 2 Acceptance Criteria:Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3 Acceptance Criteria:Catalog Cuts for Acceptance'prior to use of material.Catalog Cut Approved n No 4 Acceptance Criteria Submit Shop Drawings for'Approval'prior to fabrication of material 5. Acceptance Criteria Only'Approved for Shipment'.'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6 Acceptance Criteria Submit Certificate of Materials Origin to Project Engineer Office 7. Acceptance Cnlena:Request Transmitted to State Metenals Laboratory for Approval Action 8 Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10.Approval Withheld: 10-a:Confirm that fibers support SONET transmission speeds and protocols up to 2.4 GEIs and NTSC 11 Miscellaneous Acceptance Criteria.Remarks quality color video applications,per spec section 9-29.3(1).This is not addressed on cut sheets. (PE): Remarks (HO)! 10-c:Per spec section 9-29.3(1)and City e-mail confirmation,product should be LC to SC(change to 2SMC2D4D-002M). This form shall be completed prior to submittal If this form is not compete al time of submittal it may be returned for Information that was omitted DOT Form 380-071 Revised 0312021 Project Engineer Disinbubon Contractor RMpon Opareiana Engineer Fabncalion Inspection Ragan Nemesia Stele Materiels Lab-MS a: integrity 1 _ J City of Renton 2220 Lind Avenue SW;Ste 106 Renton,WA 98057 Duvall Ave NE 425.264.9400 Main #CAG-20- 165 Section 8-20 .3 ( 18) " iqe Fiber Optic Cable System Product Submittal 1 m e rity t Duvall Ave NE g y OSP- Product List PART NAME MANUFACTURER PART NUMBER NOTES Muletape 3000' Reel NEPTCO WP1250P-3000 1.1 Altos Lite 72 Strand Singlemode Fiber CORNING 072EUC-T4100D20 x 0 Single Panel Housing CORNING SPH-01P K 6 Duplex SC Adapter panel singlemode CORNING CCH-CP12-59 § D Splice Tray with 2 SM-12 Splice Modules TYCO FOSC-ACC-D-TRAY-96-S60 D Splice Case with no tray TYCO FOSC450-D6-6-NT-0-TOV Splice Sleeves TYCO SMOUV 73z Drn K* SC/SC SM 2 Meter Patch Cords FIBERTRON 2SMC4D4D-002M orn 01 xi 03 2 12 pigtail) SC connectors 2M LYNN ELEC SCXI2FSM-2MKIT #14 AWG Yellow Trace Wire WIRE THHN-14-SOL-YEL-2500R __NEPTCO DATA Polyester MU LETAPE® Description Flat, woven, polyester tape used for installing fiber optic, copper, and coaxial cables in underground conduit. Features & Benefits A Lubricated for easy pulling and reduced friction A Durably printed with sequential footage or meter markings' Available in a variety of pulling strengths from 200 to 6,000 lbs. (91-2727 kg) •, A Low elongation for enhanced worker safety A Lightweight and easily blown into conduit or innerduct Available in splice-free lengths up to 100,000 ft. (30 km) for faster, easier installation A Packaged on sturdy wooden or plastic reels ..I Easily spliced using conventional methods or the MULEKNOVM Please refer to NEPTCO's applications bulletin for instructions on splicing using a MULEKNOT. POLYESTER MULETAPE PRODUCT ORDERING INFORMATION TYPICAL TYPICAL MINIMUM MAXIMUM BOWLINE MULEKNOT REEL REEL STRENGTH STRENGTH STRENGTH LENGTHS LENGTHS APPROX. PRODUCT lbs (kg) lbs (kg) Ibs (kg) ft (km) ft (km) WIDTH WP200N"" 200 (91) 110 (50) 50 (68) 3000 (1) 100.000 (31) 1/8" WP400P 400 (182) 190 (86) 300 (136) 3000 (1) 100,000 (31) 1/4" WP600P 600 (273) 360 (164) 468 (213) 3000 (1) 100,000 (31) 3/8" WP900P 900 (409) 480 (218) 770 (350) 3000 (1) 100,000 (31) 1/2" WP1250P 1250 (568) 760 (345) 900 (409) 3000 (1) 70,000 (21) 1/2" WP1800P 1800 (818) 830 (377) 1400 (636) 3000 (1) 50,000 (15) 5/8" RP1800P 1800 (818) 830 (377) 1400 (636) 3000 (1) 3,000 (1) 3/8" WP2500P 2500 (1136) 1300 (591) 1800 (818) 3000 (1) 25,000 (8) 3/4" RP3300P 3300 (1500) 1900 (864) 2900 (1318) 1000 (.3) 3,000 (1) 1/2" RP4000P 4000 (1818) 2300 (1045) 3500 (1591) 1000 (.3) 3,000 (1) 5/8" RP6000P 6000 (2727) 3080 (1400) 5000 (2273) 1000 (.3) 3,000 (1) 3/4" ' All products ore also available unprinted •• Product is only available unpnnted PLEASE SEE REVERSE SIDE FOR ADDITIONAL INFORMATION N EPTCO NEPtCO.30 Worrier Shout.Powlu:.ke! Rhnrle lsavid 0286! Phone:401.727.6500•Tolt-free 000.364.6448•For 40).722 6378•We www.muierrca.corr _JUEPTCO Recommended MULETAPE® For Outside Plant Fiber Optic Cable Installation In order to avoid damaging delicate fiber optic cables during installation, it is crucial that the cables not be subjected to excessive strain. The charts below will assist you in selecting the appropriate MULETAPE product for your application. All Dielectric Fiber Optic Cable Approx. Approx. Cable NEPTCO lbs/MFT Diameter Product _ Fiber Type Fiber Count kg (km) in. (mm) WP900P LOOSE TUBE 2-24 FIBERS 70 (104) .39 (10.0) WP1250P LOOSE TUBE 25-96 FIBERS 130 (193) .58 (14.7) WP1800P LOOSE TUBE 97-288 FIBERS 200 (297) .79 (20.1) WP1250P RIBBON 12-96 FIBERS 115 (171) .59 (15.0) WPI800P RIBBON 108-216 FIBERS 180 (268) .69 (17.5) WP1800P RIBBON 288-432 FIBERS 280 (417) 96 (24.3) WP2500P RIBBON 864 FIBERS 290 (431) 1.05 (27.0) Armored Fiber Optic Cable Approx. Approx. Cable NEPTCO Ibs/MFT Diameter Product Fiber Type Fiber Count kg (km) in. (mm) WP900P LOOSE TUBE 2-24 FIBERS 124 (185) .51 (13.0) - WP1250P LOOSE TUBE 25-96 FIBERS 197 (293) .66 (16.7) WP1800P LOOSE TUBE 97-288 FIBERS 325 (484) .89 (22,6) WP1250P RIBBON 12-96 FIBERS 150 (223) .59 (15.0) WP1800P RIBBON 108-216 FIBERS 200 (298) .69 (17.5) WP1800P RIBBON 288-432 FIBERS 363 (540) .98 (25.0) I WP2500P RIBBON 864 FIBERS 431 (641) 1,10 (28.0) Note: - The duct till ratio should be less than 50%by cross-sectional area. -The area of the cable divided by the area of the innerduct should be less than or equal to 0.50 for ease of installation. MULETAPE f WARNING NItfLET.tPF : For cable installation only. Uo not strap,bind or lift items with i this product. NEPTCO warrants that its products wit work in a manner consistent with the capabilities described in the data sheet This warrant•/ shall be void it the product has been tampered with or improperly used. Except for the express warranty and limited remedies described above.NEPTCO disclaims all other warranties Including implied warranties. NEPTCO and its authorized agents shall have no other liability beyond the price of the product for damages to a purchaser,including consequential damages,occurring ,n connection with the use or performance of the product. NFPFCO• 30 Nornlet Street Pcrwluckc:l,Rhode yiunu 028o1 • A N EpTco h+woe EPt 722.3500• ICI!-trvw /,t 354 6445•roa 401.722 6579 •Wo!• w n w rn d=++vcx r um i045 NEPlf.O•Pnnfed!n ILIA.•OI/10 �i rti•U!ETAP4 ro n IrY,�lsl®o,,Rnrlen rik of NEPIC.0 krcorlwrolorl r iiLKEMA IE Mt ExNaI.$.rIraterr,urka)rNEPICO.loconx.m01O'4 f�" NEW FROM RAM 058 ALTOS"' Lite TM Gel-Free, Single-Jacket, Single-Armored Cables, 6-432 Fibers CORNING Features and Benefits Coming ALTOS Litei"'gel-free,single-jacket,single-ar- mored cables are designed for campus backbones in Fully waterblocked loose tube,gel-free design direct-buried installations, Thelloose tube design pro- Simple access and no clean up vides stable and highly reliable transmission parameters Single-armored construction for a variety of voice,data,video and imaging applica- Provides additional crush and rodent protection lions.These cables also provide high-fiber density within a given cable diameter while allowing flexibility to suit High-strength ripcord many system configurations. Ease of stripping Medium-density polyethylene jacket The single armored construction provides additional crush and rodent protection with a high-strength ripcord Rugged,durable and easy to strip(while providing supe- under the armor for easy stripping.Gel-free means the nor protection against UV radiation,fungus,abrasion and cables are fully waterblocked using craft-friendly,wa- other environmental factors) ter-sweltable materials which make cable access simple Available In 52.5 um,50 Nm,sin le-mode including and require no clean up.The flexible,craft-friendly buffer bend-insensitive and Inon-zero dispersion-shifted tubes are easy to route In closures,and the SZ-stranded. (NZ-OSF)fiber options)and hybrid versions loose tube design isolates fibers from installation and en- Ready tor any application including Gigabit Ethernet and vironmental rigors while allowing easy mid-span access. 10 Gigabit Ethernet These cables have a medium density polyethylene jacket that is rugged,durable and easy to strip. A variety of fiber types are available including 62.5 pm, 50 pm,single-mode and hybrid versions as well as fibers with Gigabit Ethernet and 10 Gigabit Ethernet performance.These cables are also available with optio- nal extended operating temperature to-50°C(-58°F)in a variety of fiber counts. r'r, / 4 r I ALTOS Lite Gel-Free,Single-Jacket, ALTOS Lite Gel-Free,Single-Jacket, Single-Armored Cables,24 Fibers I Photo PIM2443 Single-Armored Cables,432 Fibers Family Spec Sheet 0008 NAFTA_AEN C OIL I NG Page 1 I Revision date 2017-03.07 ALTOS" Lite TM Gel-Free, Single-Jacket, Single-Armored Cables, 6-432 Fibers CORNING Standards Common Installations Outdoor lashed aerial,duct and direct-buried;indoor when installed according to National Electrical Code` (NEC')Article 770 Design and Test Criteria ANSI/ICEA S-87-640 Telcordia GR-20 RDUP PE-90 __Ripcord Ripcord Oloicclnc Central Dielectric Central r_ Element Element Fiber O k . ® (Si Corrugated Steel Buffer ,�AV ,_.Tube et%X'O , ra 0 Armor ape•SweNable III _ Waler•Sweilable �J �:,,r� ...Tape 0 0 O 00© Butter ,�}y�ii/� Corrupaled Stool ,` Tube Armor 0 ,,,f. �. ©: Fiber _. III ^filing Q 0 O 0 ..Element Weter-Swedele Polyethylene(PE) ® ® t' ® Tape --- Outer Jacket water-swellahle Tape P°IderJ lene(PEI Outer Jacket ALTOS Lite Gel.Free,Single-Jacket, ALTOS Lite Gel-Free,Single-Jacket, Single-Armored Cables,24 Fibers Single-Armored Cables,432 Fibers Specifications Temperature Range Storage -40°C to 70`C (-40°F to 158"F) Installation -30°C to 70°C (-22"F to 158"F) Operation -40°C to 70°C (-40°F to 158°F) 'Note Corning recommends storing cable in a proper temperature environment prior to installation to allow the cable temperature to meet installation tempera- ture range specifications for best installation results Family Spec Sheet 0008 NAFTA AEN C f O I IT I iN G Page 2 I Revision dale 2017-03.07 t t t ALTOS" Lite T" Gel-Free, Single-Jacket, Single-Armored Cables, 6-432 Fibers CORNING Mechanical Characteristics Cable Max.Tensile Strength,Short-Term 2700 N (600 Ibf) Max.Tensile Strength, Long-Term 890 N (200 lbf) Fiber Count Product Maximum Number of Number Weight Nominal Min.Bend Min.Bend Type Fibers per Tube Posi- of Active Outer Dia- Radius Radius Tube tions Tubes meter Installation Operation 6-72 Armored 12 6 1 -6 129 kg/km 12.1 mm 182 mm 121 mm (87 lb/1000 ft) (0.48 in) (7.2 in) (4.8 in) 162 kg/km 13.8 mm 207 mm 138 mm 96 Armored 12 8 8 (109 lb/1000 ft) (0.54 in) (8.1 in) (5.4 in) 144 Armored 12 12 12 245 kg/km 17.5 mm 263 mm 175 mm (164 lb/1000 ft) (0.69 in) (10.4 in) (6.9 in) 192-216 Armored 12 18 16- 18 233 kg/km 17.7 mm 266 mm 177 mm (156 Ib/1000 ft) (0.7 in) (10.5 in) (7 in) 288 Armored 12 24 24 293 kg/km 20 mm 300 mm 200 mm (196 lb/1000 ft) (0.79 in) (11.8 in) (7.9 in) 360-432 Armored 12 36 30 36 357 kg/km 23.2 mm 348 mm 232 mm (240 lb/1000 ft) (0.91 in) (13.7 in) (9.1 in) Chemical Characteristics RoHS Free of hazardous substances according to RoHS 2011/65/EU Transmission Performance Multimode Filet •_rh[:'').am::,(,.-0,-,; t)[t, :i( Firw i;<d::) r; OM1 OM2 0M3 0M4 foci !',>d� _ K T T T I'ottor•itar,,«,3-11r,t,Gcrir 30 31 80 90 W.,velerrgtl:;(r.:r. 850/1300 850/1300 850/1300 850/1300 hisxunurnAtteIuerron(d81kntr 3.4/1.0 3.0/1.0 3.0/1.0 3.0/1.0 Serrnl 1 r;icar i}aherr (tn) 300/550 750/500 1000/600 1100/600 Serrt11t G.jE tk.tlnrlmct(rn) 33/- 150/- 300/- 550/- 'v1in !lvertilled Lmun h I.)fit Fsandvrtdth(MI-Iz".:roi 200/500 700/500 1500/500 3500/500 minimum c%e chv 3 IutC'!aI 220/- 950/- 2000/- 4700/- l3andwid'.h tEMB)(MHz'krno Family Spec Sheet 0008 NAFTA_AEN CORNING Pepe 3 I Revision date 2017-03-07 ALTOS° LiteTM Gel-Free, Single-Jacket, Single-Armored Cables, 6-432 Fibers CORNING Single-mode SMF-28e+ LL SMF-28 Ultra Single-mode Single-mode LEAF fiber fiber' (0S2) (0S2) G.652.D G.652.D/G.657.A1 G.652.D G.652.0 G.655 L Z E E F 22 22 00 01 01 1310/1383/1550 1310/1383/1550 1310/1383/1550 1310/1383/1550 1310/1383/1550 0.34/0.34/0.22 0.34/0.34/0.22 0.35/0.35/0.25 0.4/0.4/0.3 -/-/0.25 G.652 P 19 1310/1383/1550 0.33/-/0.19 0,31/-/0.17 •For more information on typical attenuation please sec the Coming whitepaper at http;Uasnedla.coming.corn/opcannftResource`0ocuments+WMtepapers_rt LAN-1863-AEN.pdf ••SMF-28'Ultra fiber delivers up to 10x better macrobend loss performance compared to tha G.652.0 standard and up to 33 percent better macrobend kiss performance than the 6.657.A 1 standard for 10mm radii bends. Purchase at LANhcc:k Sales@JLANshack corn I BBB-S6B-I2aO Family Spec Sheet 0008_NAFTA AEN C ORN I NG Page 4 I Revision date 2017.03-07 NEW FROM RAM 058 Single-Panel Housing (SPH) Wall-mountable, holds one CCH connector panel, black CORNING Part Number: SPH-01P Matches spec 9-29.13(10)A Coming single-panel housing is a cost-effective option for storage,protection and termination of optical fiber cables in applications with minimal mounting space.The housing accepts standard LANscape®solution CCH connector panels and offers protection for the fiber cable and connectors for indoor wall-mount installations.This compact unit has a 1.5 inch frontal projection and is optimized for use in locations such as Box-in-a-Box applications,building entrances,terminals, wiring closets,open office and other areas where space is a premium,The SPH-01 P housings have a stacking feature to afow up to three independent SPH-01P housings to be stacked and function as one wall-mount unit allowing capacity expansion without consuming additional wall space.The built- in splice tray with routing guides provide both protection and segregation of the cable and fiber during initial install and any future MAC work that is needed.The durable black metal housing can be used for splice management,cross-connect or both for up to 12 single fiber heat-shrink splices,and the improved splice organizer will also handle six ribbon heat- shrink splices if so desired.The single-panel housing can be mounted in multiple orientations including a DIN rail mounting option to allow fiber protection and connectivity in electronic and/or control cabinet applications as well as standard wall mounting. I• + � • : 1 ' S,nglo.Panol Housng,walt•mountable,holds t CCH connector panel,black Single-Panel Housing,woll•mounloble,holds 1 CCH connector panel blart. Product Specification SPH•01P_NAFTA_AEN Page 1 I Revision Date 2021-12-15 Single-Panel Housing (SPH) Wall-mountable, holds one CCH connector panel, black CORNING .... . I • 4j.•f_9 '1GTA rll.., ,fi711�'d Ciitld.ii d.i'i if.`i, �,'R.'; Specifications Design Number of Panels per Housing 1 Panel or Module Type CCH Splice Tray Options Includes a 6 slot 0.4-in splice holder,up to 12 heat-shrink splices double stacked and/or 6 heat-shrink ribbon splices Housing Type SPH General Specifications Mounting Type Wall-Mountable Product Type Wall-Mountable Hardware Application Enterprise Networks Shipping Dimensions Height 196.85 mm(7.75 in) Product Specification SPH-01 P_NAFTA_AEN Pafe 2 I Revision Date 2021-12-15 Single-Panel Housing (SPH) Wall-mountable, holds one CCH connector panel, black CORNING Shipping Dimensions Width 171.45 mm(6.75 In) Depth 54.1 mm(2.13In) Connector Specs Housing Color Black Ordering Information Product Number SPH-01P EAN Code 4056418142739 Shipping Weight 0.5 kg Units per Delivery 1/1 Standards RoHS Free of hazardous substances according to RoHS 2011/65/EU RoHS Corning Optical Communications LLC•4200 Corning Place•Charlotte, NC•28216•United States 800-743-2675•FAX:828-325-5060• International: +1-828-901-5000• www,corning.com/oacomm A complete listing of the trademarks of Corning Optical Communications is available at www.cornIng.com/oocommitrademarks.All other trademarks are the properties of their respective owners.Corning Optical Communications Is ISO 9001 certified.©2021 Coming Optical Communications.All rights reserved Product Specification SPH-01P_NAFTA AEN Page 3 I Revision Dale 2021-12-15 NEW FROM RAM 058 Closet Connector Housing (CCH) Panel, SC Adapters Duplex, UPC, 12 F, Single-mode (0S2) CORNING Part Number: CCH-CP12-59 Features and Benefits Coming closet connector housing panels(CCH-CP)are offered Universal design approach in a variety of fiber counts for use with LANscape®solutions One-size-fits-all LANscape®Solutions housings hardware products for a"one-size-fits-air approach.Used with Broadest range of fiber count and adapter types factory-installed or Reid-installable connectors,these panels Solutions for all needs provide interconnect or cross-connect capability in a housing at main cross-connects,intermediate cross-connects. Colored icon labeling telecommunication rooms or work areas.Available with a Easy connector identification variety of industry-standard adapter types,the CCH-CP provides an efficient way to securely mate two connectors and offers muttimode and single-mode applications. 412b, auk Itt w 40. Closet Connector Hous,nq(CCH)Panel.SC adapters.Duplex UPC,12 F. closet Conraclar 1-o.aing(CCI-1)Panel,SC adapters,Duplex,UPC 12 F Sinpu-made tos2) Srtpla rr to 0352) Product Specification CCH-CP1259 NAFTA_AEN Page I 1 Revision Date 2021-12-15 Closet Connector Housing (CCH) Panel, SC Adapters Duplex, UPC, 12 F, Single-mode (0S2) CORNING Specifications Design-Adapter Housing Color Blue Housing Material Composite Adapter Type SC Duplex Insert Ceramic Design Fiber Count 12 Polish UPC Number of Adapters per Panel 6 General Specifications Fiber Category Single-mode(052) Product Type Panels and Modules Application Data Center LAN/SAN, Enterprise Networks Cable Design Fiber Count 12 Specifications -Connector A Polish UPC Ordering Information Product Number CCH-CP12-59 EAN Code 4056418200545 Product Specification CCH-CP12-59 NAFTA AEN Page 2 Revision Dale 2021-12-15 Closet Connector Housing (CCH) Panel, SC Adapters Duplex, UPC, 12 F, Single-mode (0S2) CORNING Ordering information Package Contents CCH Adapter Panel with installation guide Units per Delivery 1/1 Standards RoHS Free of hazardous substances according to RoHS 2011/65/EU RoHS Corning Optical Communications LLC•4200 Corning Place•Charlotte, NC•28216•United States 800-743-2675•FAX:828-325-5060• International:+1-828-901-5000• yvww.comino.com/oocomrtl A complete listing of the trademarks of Corning Optical Communications is available at www.caming.comlopcomm/trademarks.All other trademarks are the properties of their respective owners.Coming Optical Communications is ISO 9001 certified.®2021 Coming Optical Communications.All rights reserved. Product Specification CCH-CP12-59_NAFTA AEN Page 3 I Revision Date 2021-12-15 NEW FROM RAM 058 F10669-000 I FOSC-ACC- TRAY-96-S60 FOSCTM Splice Tray, 96-splice Product Classification Regional Availability North America Product Type Fiber splice tray Product Brand FOSC" Product Series FOSC 450 General Specifications Application For use with FOSC-450 Fiber closures Packaging and Weights Packaging quantity 1 Regulatory Compliance/Certifications Agency Classification CHINA-ROHS Below maximum concentration value REACH-SVHC Compliant as per SVHC revision on www.commscope.com/ProductCompliance ROHS Compliant Page 1 of 02020 CommScope,Inc All fights reserved All trademarks Identified by n,or 'are registered trademarks, COMMSCVI respectively,or CommScope All specification:,are subject to change without notice See www.commscope corn for the most current Information Revised.December 4,2020 • NEW FROM RAM 058 691370-000 I FOSC450- D6-6-ITT- -„ -T01/ FOSCTM45O D6 Fiber Optic Splice Closure, Gel Cable sealing, no pre- installed tray, 6 cable attachments, with test valve • Single-ended,0-ring sealed dome closure for splicing feeder and distribution cables • Gel cable sealing technology allows easy adding or removing of a wide size range of cables 48, • Compatible with most common cable types:e.g loose tube,central core,ribbon fiber I • FOSC splice trays hinged for access to any splice without disturbing other trays • Closure can be used in aerial,pedestal and underground(up to 5 meters)environments • Compatible with CommScope's CWDM modules and optical splitter trays Product Classification Regional Availability Latin America I North America Product Type Single-ended,round fiber closure Product Brand FOSC'" Product Series FOSC 450 General Specifications Cable Entry Drop Port Style Round Cable Entry Main Port Style Round Cable Ports,quantity 6 Cable Sealing Type Compressed gel Closure Sealing Type Dome-to-base clamp with 0-ring Closure Style Single-ended Color Black Fiber Storage Basket Type Tall size Mounting Pole I Strand I Wall Network Area Type Feeder Splice Tray Included,quantity 0 Splicing Capacity,Mass Fusion,maximum 1152 Splicing Capacity,Single Fusion,maximum 576 Splicing Capacity,Single Splice, 12 fibers,maximum 576 Splicing Capacity,Single Splice,6 fibers,maximum 288 Splicing Type,Supported Mass fusion I Single fusion INFIF a2t720 ComriSccp..inc.All rights reserved All trademarks Identified by or are rr'c stereo trademarks, CV M MSCC�PE' respectively,cif CommScope Ali spncih u cation,are subject to change without notice See ww .commscnnw r.c,n for the must current rnformanon.Aeesed:December 4 2026 691370-000 I FOSC450- i6-6- \T-0-T011 Dimensions Length 753 mm 1 29.646 in Diameter 254 mm I 10 in Diameter,with clamp 292 mm 111.496 in Main Cable Diameter,maximum 25 mm 10.984 in Dimension Drawing 4 x /' \ '--j \\ D f I i Trigger _ B, ,t=41:4 I r , , Gel Block Profile Base/ /1 �ji Clamp \\ � }11 `� Dome ; Ordering Tree Page 2 al 4 ''2020 CommScope,Inc.All rights reserved All trademarks Identified by':or 'are registered trademarks, COMMSCt�� respectively,of CommScope All spccihcatlons ore subject to change wllhcut notice.See www comma cope corn for the mast current anturmatinn Revised December 4 2020 691370-000 1 FOSC450-D6-6- SIT-C -T01/ FOSC 450 - XX - X -XX - X - XX X Clauro Sise(mrhry Valve ler Flash fr, .. y i.. i,.'tidy* Number of Ground rt od•through lugs „ono,li ndwo,e Quantity for eke Kit +9tved'eadthuouglt lugtA4 snly114, yK, Cepnasy con4 typ el SO..tray .aw A.a a+t rr n-h�+„ l.�. Stock 6osket Typo sphc4 nt "ks 0 Bet rdt t3,.Sy4 splice moles 0 Bev will at 9/1 2 spteu rroduitt "36 Ri t2S66artt fkiess! i.,;, : :�, ,. ._,..,-1 t7: D stmntttn tay 174 rbt o,e26s NB* ice B BS.±urs IL Cueatom,/(19BBkmts/21Bi taiSiae..__ Stele so*hot.Bate 02 gitcssel SiadtAto Lays rt p;asBrO 'rsr`+M x;rii�.LC'.i advaa orx+o exxxso" .y„CB-BB:0,0w> 41`ua7 ai.o.— "dw 2xdm"us„h. *A sgsNW" r+on.cantRwe rwe_ ,_. Climility Spew trap FoMery Walled Pr b r ti- Choose mbar'h.Bays*stay; sestd4:4or'1"Boy wasted —. "da+i Addeatal gays mid sapaasdy Material Specifications Material Type Impact-resistant polymer Environmental Specifications Environmental Space Below ground I Buried Qualification Standards IEC 61300,5 m waterhead Water Resistance Flash test valve at 5 psi(40 kPa) Packaging and Weights Packaging quantity 1 Packaging Type Box I Carton Weight,net 9.07 kg 119,996 lb Page 3 ea 0 r2020 CornmScope,Inc.All nght:reserved All trademarks Identified by or' are registered trademarks, respectively,of CornmScope Ali spec;.licaticn.P"ere subject to change iithotf'notice See emuscnmmscope con for the C. )M MSCOPE r; moss current mlcumo son.Revised.December 4,202b 691370-000 I FOSC450- IJ6-6- ITT-0-TOV Regulatory Compliance/Certifications Agency Classification CHINA-ROHS Below maximum concentration value ISO 9001:2015 Designed,manufactured and/or distributed under this quality management system REACH-SVHC Compliant as per SVHC revision on www.commscope.com/ProductCompliance ROHS Compliant ISO 9001.2015 Page 4 014 4?2020 CommScope,Inc All rights reserved All trademarks identified by'or"are registered trademarks, COM M SCV PE respectively,of CommScope Al.Al•specifications are subject tc change without notice See www.comeope corn tar the , most current information Revised.oecember a,2020 NEW FROM RAM 058 369305-000 I SVOUV-1120t01 SMOUV Fiber Optic Splice Heat Shrink Protective Sleeve • Provide mechanical and environmental protection for fusion splices 4.....v. �' • Optimal design for simple and correct fiber entrance • Hot melt adhesive especially developed for optimal flow • Transparent heat shrinkable tube for simple installation verification • Short installation cycle and compatible with most common ovens Product Classification Regional Availability Asia I Australia/New Zealand I EMEA I Latin America I North America Product Type Fiber protection sleeve Product Brand SMOUV® Product Series SMOUV Ordering Note Minimum order quantity(MOQ)is 1,000 pcs General Specifications Splicing Type Heat shrink,single fiber fusion Dimensions Length 61 mm 12.402 in Outline Drawing 1 . 2 3 0 __ 61 Min.1.2 1 Hot melt adhesive 2 Stainless steel rod 3 Heat shrinkable tube Page 1012 !2020 ComrnScope.Inc.All rights reserved All trademarks Identified by',ur `are registered trademarks. CC)MMSCVPE respectively,of CommSeope.All specifications ate subject to change without notice See www cornmscopc coin for the most current information Revised.December A.2020 369305-OGO I SVOUV-1120-01 Environmental Specifications Environmental Space Indoor I Outdoor Packaging and Weights Packaging Type Bag I Carton Regulatory Compliance/Certifications Agency Classification CHINA-ROHS Below maximum concentration value REACH-SVHC Compliant as per SVHC revision on www.commscope.com/ProductCompliance ROHS Compliant (1,) Page 2of2 int2020 CommScope.Inc.All rights reserved All trademarks rdrmitred by a,o are registered trademarks, respecuvely,or Comm$copn Ali specifications are subject to change wdhout notice See www,commscope corn for the COMMSCNE most current information Advised.December 13,2020 • NEW FROM RAM 058 FIBERTRON Website: www wescu,com SPECIFICATION SHEET aiABmuBuse- Part Number 2 M3 C 2D2D - 001 M Fiber Cable Fiber Type OD Connector Type ( Cable Length Unit of Measure 2-Fiber Zlpcord OFNR SM-Singlemode 0S2 C r m I0-LC/UPC Duplex t M-Meter M1•62.5 urn Multirnode OM' 4D•SC/UPC Duplex M3-SO urn Multimode 0M3 M4-50umMultlmode0M4 1' ArAndn_nrVmA 1 mor SC-SC Duplex 2.0mm■4.0mm �.d L SAT men 1SOto°)mm r IS0( °)eeem Car..Mbx./aloch/Agrta boot LN oneelboe toco/Ago.boot H1 lip L� L�7 — . li - �) EgI J lmm Wham bale 4 own C SC Connector CSC 2 O.a.Oenm SM or MM OFNR Cable Mart.boot CSC Conn.noe LC-LC Duplex 2.0mm x 4 Omm Lta°o)mm __. .. 160:Arno, 15O fa°)mm Oe.en/BMaeeacWAq.boot OfeentUa.t3lack/Aqua boor_ _..... .- •-c=-.'DLO" - ' .` C11 Mfr. I sxcxl.IICia w..e ra mm 79mm _. M boot Z,peuen 1 Od Omm SA1 nr MM CFNR Cobb CLC ConnectortA.r°�boot CLC Cave.cmr SC-LC Duplex 2.0mm a 4.0mm L(-0°0)mm ,so 01o)mm ISO(-'e°)mm Gr..nretu./Blec+WMiuo boot Green.Dk.MlatotldAgo.bone II E^ • —�..a�a.a' (b I G �- -- �a c • m a corm_ WM*beset acting Ziryrom 2 OM Omm SM of MM OFNn Nxgi.M.t CSC Connector CLC Cannon** l - Optical Characteristics SM MM Reference Insertion Loss s 0.30dB s 0 30dB IEC 61300-3-34 Return Loss s 50dB(UPC) z 35dB IEC 61300-3-6 Connector Colors Connector Ends Cable Polish Connector Color Boot Color LC,SC SM Duplex UPC Blue Blue/White LC,SC 0M1 Duplex PC Beige Black/White LC,SC 0M3 Duplex PC Black Aqua/Whlte LC,SC 0M4 Duplex PC Black Aqua/White Specifications 1.Dimensions are In mm unless otherwise specified 2.Connector's design complies with TIA-604.3.8(SC),TIA-604.10•B(LC),TIA-604-2-8(ST),IEC 61754-4(SC)and 3.OFNR PVC cable jacket 4.Materials are compliant with RoHS 3(2015/B63),REACH(SVHC list release of January 15,2019)and UL 94 V-0 5.Qualified to Telcordia GR-326-CORE Issue 4 and IEC 61300 standards 6.Test results are provided in each bag WARNING:This product can expose you to chemicals including arsenic,which Is known to the State of California to cause cancer For more information.go to www.P65Warnings.a.gov Fir C6.t.F 7010 © I . • I . 'Mark CONTENT 1 APP. DATE L. n Lt50 455 1 '+ 900um Blue ,9."r Orange rq =- _ Green 4-- -illym Brown CIAILIBMI Gray tfi . White fHrt•rr Red 4 ;tn" Black tfAnnt1r Yellow a Violet 4A3EDMILTa, Pink 4, la. Aqua d II E C Optical Spec. I.L.(1310nm/1550nm) 40.3dB R.L.(1310nrn/1550nm) )30dB Ourodiity 40.2dB. 1000 limes mating cycles Operating Temperature -40 t to Mt SC!X 12 Fiber 900um Color Coded Pigtail Kit Cable Type FVC 0.9mm Coble 12 Cobreel LM N N ELECTRONICS Fiber Type SM 9/125 Pigtail Endtace Polish PC pofshed "'�r'N"i srne .car crxr,rrs r wat W Uar %!A 1►lk.. � � fWifCl�Yi xi Z Connector Shen Bronze housing 1 w r nrt r .. a[c>an a Dal. SC/X 12F Singlemode 900um Ferrule 2ircorda Color Coded Pigtail Kit co O Boot 0.9mm Block color lotus Al) trktairiT w SNIT ID SCX12FSM-3M10T i or 1 A4 • IIIIIMIIIIIIIIM • �� Washington State Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG-20-065 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC For WSDOT r r auranr... _..____ }— CONI%II:NTS FOR RANI 58(ATTACHED) RAM# 058B � PE Use Bid Item Material or Name and Location of Fabricator,Manufacturer or Pit Number Specification PEIQPL Carle FIME/ -flu Use No. Product/Type Reference Code SPEED CHECK 85.13 RADARSIGNS DUAL I 1 CARMANAH,VICTORIA,BC 9-29.21 I 1 85.10 BEACON CARMANAH,VICTORIA,BC 9-29.16(2)B SIGNAL 10 HOUSING PLEASE SEE NOTES ON CUT SIIEF:IS /RAM 58 ATTACHED 85.13 LED MODULES DIALIGHT,FARMINGTON,NJ 9-29.I6(2)A 1 0] PLEASE SEE NOTES ON CIT SHEETS /RAM 58 ATTACHED 85.13 BANDING PELCO,EDMOND,OK 9-29 85.13 BOLT/ PELCO,EDMOND,OK 9-29 BRACKET I 1 Project Eng ineeriRe presentative - Date State Materials Engineer/Representative Date %s,„-„-;:, 1/17/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1, Acceptance Criteria:Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria:Mfg Cert of Compliance for'Acceptance'prior to use of material. Acceptance Criteria,Catalog Cuts for'Acceptarce'prior to use of material.Catalog Cut Approved (Yes No Acceptance Criteria:Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria:Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 8. Acceptance Criteria:Submit Certificate of Matenals Ongin to Project Engineer Office. 7. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for prelimi ear --,--.-.r-.-.r--,---r-,-"WN- w• -- 10.Approval Withheld: Response to comment regardingproposed replacement of school beacons: No 11.Miscellaneous Acceptance Criteria.Remarks p p (PE): replacement is needed. The AC to DC covert is around $50.00. See photo on this Remarks (HQ): sheet of one that the City installed when they converted a school beacon from solar to AC power. The converter box is mounted on the right side of the cabinet This form shall be completed prior to submittal.If tfl' in the photo. There are a lot of models on the market to choose from. be returned for information that was omitted. DOT Form 350-071 Rwtioorf(Mflf191 ineer Fabrication inspection Region Materials State Materials Lab-MS 47365 -, 'ailk. cI,I dikaill"4111141111".; • • i° - , . 7 . ( ' l jr i - Phone (253) 383-5022 Fax (253) 272-5214 Tal.1""EECTRIC Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -WESTERN SYSTEMS -RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-2 2207 Inter Ave, Suite A Spec Section No : Puyallup, WA 98372 Submittal Number: 2 Phone No: 253-841-4837 Date Sent : 12/21/2021 Fax No: 253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma, WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes RUGGEDCOM: RRFB; PUSH BUTTONS Please return submitted items by 1/4/2022. Signed By: Dated: 12/21/2021 Jane Romito Purchasing Agent 70 Washington State Department of Transportation Request for Approval of Material !Cont-act Number FA Number ISR (Date 'CAG-21b1155 Secica I T:le of PT:ect CJuntj DUVALL AVE NE KING Cuntracfcr S:i-.conlrador REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC — For WSDOT Use Only RAM a 058 F=,.,, Edltem },'ale:incr Wine aril cctr:i01roaroalu.Vaiufacturer-rP ',jrrte' SAC:.;cjbci PECK C76._ 16j;'.CF'_ I•DL,o No ce'ect,'T e Referm: ,:ore Ili CO r, POtb'I?KCARi_I'. ttUGGEDCOM.CONCORD,ON'I RIO. C.•ANIADA9-� 3 ['[.F:ASE SEE NOTES ON(I I'SHEETS rCCU -CPI2-59 95-1:9 fit CLOSET CORNING.CORN10I I.NY g-29 3 Con NEC I'OR Q_ IA SPFFDCHIiCK CAP.MAKAII.VICTORIA,RC RADAR S'GKS 9->921 10 DUAL 85.t'.) DEACON CAR IANAH.VIC:IORIA,RC SIGNAL r_29.16(2)1i 10 lrOUSiNG PLL,ASE STE NOI'r-S O\I'1 1 ,II LI:IS 85.1.3 LED MODULES DIALIGI-I I,FAR b'.INOTON,NJ 9-29.I1112jA 10 ['LEASE SEE ROTES ON et I siu.r.1 ;'o;e-t Enr9ineer'Re_'esenla:k: Dale IS'aIe Me7erials En;ineer,ReorescntalisC Dale 11/22/2021 j Acceptance Action Codes for use by Project Engineer and State Materials Laboratory I A:xeptanca Criteria-,Acceptance based upor•Satsfactory:Test Report for camp'es e materias:o to incorporated into project. Acceptance Criteria.Mfg Con of Compliance for ACcepante prior Io use of material. 3 Acceptance Cn:e-ja.Catalog Cuts for'Accerance'pnor 10 use of material.Catalog Cut Apnmved al No 4 Acceptance Cr:c'ia-Submit Shco Drawings for'Approver pnc:to fabrical.or of malenal S. Acceptanou Criteria-Only Aoproved for Shipment•'WSDOT inspected'or Fabrication Approved Decal'material shall he use0 B AOCC'ptance Cn:e-ia•Submit Certifrre of Materials Or gin to Project Engireer OrfiCe 7 Acceptance Criteria Request Transmrdcd to State Materials Laacra:o7 rot-Aporova',Action. D Soutt;e Approved: Approval Wil'rhelo: Subrrrrt.samples for prefl-mar;eva'udton is Pp-coal Witrll eld- Existing School Beacon and traffic signal head/LED Traffic Modules to be relocated/ t i lrbscellanocus Acceptar•.:e Crrterra.Rerrar; :PE;. reinstalled. remarks ;Ito); "Amend and Resubmit" Radar Speed Sign -confirm solar panel wattage. Provide submittal for banding. With regard to RAM 058 (attached) for the Duvall Ave. NE project, the reviewers note that the "existing school beacon is to be relocated / reinstalled" is correct. However, we are being told by our supplier that the existing solar School beacon at station 915+80 RT +/- (sht. E3) does not have the interior components to support AC power and that it is better to provide a new School beacon. Additionally, the existing solar School beacon at station 922+90 (sht. E4) LT must also be replaced to allow for the 2 beacons to talk to each other. Thus, this is the reasoning for the submittal of the Carmanah materials on the RAM. See response on previous sheet L. Systems COVER PAGE December 8,2021 Project Name: Duvall Avenue NE;#CAG-20-065 Agency: City of Renton Contractor: Totem Electric Contact Jane Romito Submitted By: Kris Wahl Job File No: 2021 W2639 REV2 Please see attached REVISED electronic submittals on the above referenced project for your review. Western Systems Inc.has reviewed the material and found all items referenced within the submittal to be acceptable for this project. The contractor is responsible for reviewing all quantities,dimensions and field verifications prior to release. Any changes to and/or additional equipment required will be addressed as a change order. Your order is currently on hold and not scheduled for delivery. Lead times can vary based on when final approval is received. If a specific date is needed,please provide confirmation by written communication immediately and we will do our best to meet your requirements. Once approval has been granted,please return the complete submittal package marked as approved for our records and for the release of material. Respectfully, ► .4z Weta Kris Wahl Project Manager \\_ 425.438.1133 ® kwahl®westornsystems-inc.com www.westemsystems•inc.com O 1122 Industry Street,Bldg.B,Everett,WA 98203 WesternSystems :nno a::va Tr„ntrurution Saubans MATERIAL LIST Bid Item#A85, Electrical System Complete Ethernet Switches Qy Description, 2 Ethernet Switch RSG910C(4)1000Base SFP(6)10/10011000TX Ports(Din Rail) 'Switches are for:Duval,Ave NE @ NE 10'r St and Duvall Ave NE @ NE 12"SI Rugqedcom Part#RSG910C 2 Power Cable 18AWG 3 Conductor with Lugs 6' Rugqedcom Part#99-43-0007-001 4 Mini GBIC/SFP Transceiver 1000LX SM LC 1310NM,10KM Rugqedcom Part#6GK6000-8FG52-0AA0 4 Fiber Enclosure Wall Mount(12 Port)w/Splice Holder Corning Black Coming Part#SPH-01 P 4 Coupler Plate 6 Pack SM(SC)Duplex Black Coming Part#CCH-CP12-59 4 Patch Cord SC-LC/UPC SM Duplex 2M Beied Part#BJ-5664A-Z002M 8 Patch Cable Cat6 5'(Blue) Black Box Part#EVNSL621-0005 Speed Radar Qy Description 1 Speedcheck-15,Yellow 88+Yellow Slow Down,Unfinished,Includes Scheduler&Datalogger Carmanah Part#88336 1 Speedcheck-15 Sign,30X30'Your Speed"(Non-MUTCD Letter Height)`Yellow(HIP) Carmanah Part#85671 1 Speedcheck-15 Mount,Side of Pole,6"+OD(Unfinished) 'Verify diameter of pole al mount height before ordering sign mount. Carmanah Part#88420 1 Speedcheck Solar Cabinet,Non-EMS Charge Controller Carmanah Part#85704 See new improved 1 Battery55AH Carmanah data Carmanah Part#88026 sheets below acquired 80-Watt Solar Panel since original Carmanah Part#74334 submittals sent % 425.438.1133 ® kwahlewesternsystenn-Inc.com www_westemsystoms-inc.com 9 1122 Industry Street,Bldg.B,Everett,WA 98203 IWestern Systems '_ 1 Side of Pole mount for 80-Watt Solar Panels Carmanah Part#82800 1 Solar Panel harness,MC4 to Spade Terminals,16' Carmanah Part#88154 1 Speedcheck Program Software+Traffic Analyzer Software+Bluetooth USB Dongle Carmanah Part#85717 School Beacon 'Existing solar unit can not be modified to AC.Quoted new AC unit and new solar unit so the two can be programmed wirelessly. Qy Description 1 Control Cabinet(R829-G)AC,Natural Finish Carmanah Part#84569 1 LED 12"Yellow Module Carmanah Part#84296 See RAM cover sheet regarding conversion 1 Signal Head Aluminum with Visor 12"(Yellow) of solar to AC Carmanah Part#83819 1 Pelco Signal Head Mounting Kit(2 Arms)(Yellow) Carmanah Part#48917179348 1 Backplate Aluminum 1-Section 12"STD(Black) Western Systems Part#7081110020 1 Harness,16',2C 18AWG Carmanah Part#84366 1 Calendar Communications Kit,16'Serial to USB Harness Carmanah Part#82562 1 Calendar Upload/Override Kit,Housing,Switch,Harness Carmanah Part#82563 1 Calendar Programming Kit&Software,32'USB Harness Carmanah Part#84339 1 Wireless Add-On Lit Carmanah Part#84399 1 Control Cabinet(R829-G)Solar,Natural Finish Carmanah Part#84531 1 Battery 55AH Carmanah Part#88026 1 50-Watt Solar Panel Carmanah Part#74387 \\_ 425.438.1133 ® kwahl@westemsystems.inc.com (flit)www.westernsystems-inc.com 0 1122 Industry Street,Bldg.B,Everett,WA 98203 „f Western,Systems c s;,:, e :m.nvattvo Tran orrauor. 6:,it 1 Side of Pole Mount for 50-Watt Solar Panel Carmanah Part#71857 1 Solar Panel Harness Carmanah Part#84584 1 LED 12”Yellow Module See notes on data Carmanah Part#84296 sheet 1 Signal Head Aluminum with Visor 12"(Yellow) Carmanah Part#83819 1 Pelco Signal Head Mounting Kit(2 Arms)(Yellow) Carmanah Part#48917179348 1 Backplate Aluminum 1-Section 12"STD(Black) Western Systems Part#7081110020 1 Harness,16',2C 18AWG See RAM cover sheet Carmanah Part#84366 regarding conversion of solar to AC 1 Wireless Add-On Lit Carmanah Part#84399 Emergency Preemption Modification CAy Description Opticom(764)Phase Selector 4 CH(Infrared I GPS) GTT Part#764 1 Opticom(138/500)Cable 500'Roll GTT Part#138 1 Opticom(3100)GPS Radio Unit GTT Part#3100 1 Opticom(1070)GPS Radio Cable 500'Roll GTT Part#1070 I — — I 425.438.1133 PI kwahlwwesternsystems-inc.com eilt www.westernsystems-inc.com 0 1122 Industry Street,Bldg.B,Everett,WA 98203 SUBMITTAL REVIEW X_ No Exceptions Taken Make Corrections Noted S P E E D C H E C KO _ Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE.This review • c a rm a n a h° Radar Speed Signs / "YOUR SPEED" Signs does not relieve contractor from his responsibmty to comply&conform with the Plans.Specification.and Contract Documents. gab borrioRadar speed signs have an immediate and long-lasting �"a �" ' impact on driver behavior, alerting drivers to the Rv DRS Date1! recommended speed for an area, condition or hazard. V Industry-leading high-contrast display technology for "` 7~ visibility in all weather and lighting conditions `".111• ""T MUTCD and Buy America compliant system v Most recognized radar speed sign in the industry for 20+years v Energy Balance ReportTm (EBR)prepared for every location ��- I OUR b., to ensure battery longevity Y SPEED SPEED Ultra-clear Light Output SLOW Both 15-inch and 18-inch-digit systems have a 7-segment design with DOWN high-contrast display technology for visibility in all weather and lighting ---f y ------ conditions. LEDs dim during nighttime operation, no"88" ghosting is visible day or night, and characters have smooth, recognizable digits and letters. SpeedCheck's proprietary safety mask limits the viewing angle to prevents drivers from watching the display as they pass. The flashing digits and optional "Slow Down" message can be programmed to flash at user-defined speed thresholds—the faster the speed, the faster the flash. High-speed cutoff prevents drivers from racing the sign. Signs are MUTCD compliant, install quickly, and can be powered by a solar or AC system. Easy Installation and Durable Construction The modular design makes it easy to repair using standard tools— without removing the device from the pole.The durable radar device is constructed with heavy 11-gauge welded aluminum and stainless steel and brass hardware.The vandal-resistant design can absorb up to two inches of impact deflection without damage to internal components. Advanced User Interface Our SpeedCheck sign comes with an on-board user interface for quick configuration and optional status monitoring. Using a shared platform SPEEDCHECK-15 SPEEDCHECK-18 design, all SpeedCheck products use the same device manager and 15-inch digits for 18-inch digits for controller, making it easy to quickly add many optional features to fit speeds less than speeds 45 mph(70 your application. 45 mph(70 km/h) km/h)and over Reliable Designed with Carmanah's industry-leading solar modeling tools to provide dependable year-after-year operation.We prepare an Energy Balance Report(EBR) for every location. Trusted for 20+Years With thousands of installations, Carmanah's systems are the benchmark in traffic applications and other transportation applications worldwide. carmanah.com 1.844.412.8395 i traffic@carmanah.com SPEEDCHECK® • carmanah® Radar Speed Signs/"YOUR SPEED"Signs 1.844.412.8395 I traffic@carmanah.com I carmanah.com DISPLAY ENCLOSURE DIMENSIONS SYSTEM SPECIFICATIONS SPEEDCHECK-15 SPEEDCHECK-11I MUTCQ and MUTCDC compliant Amber LEDs Seven-segment LED digit design for maximum digit recognition �. LEOs automatically dim during nighttime operation,minimizing light bounce into Display neighboring windows `!' Unique safety masking design limits display view from the side,dstour ng 6y drivers from rubbernecking to watch the display as they drive past 19.7"(500 mml r,� 23" Ultra-clear contrast delivers superior viewability in all lighting conditions 6} (584 mm) No"88"digit ghosting even in bright sunlight 26 6" s 100-240 VAC in standard configurations (676 min) �.6"(117 mm) 3tt) 12 VOC for battery or solar system operation (787 rnm) Power Solar sized for specific geographic location and sign (102mmj P Aou9 Phapplication 3.5 draw for typical daytime displayed number,traffic,and local illumination r4:11 r 170 W high-efficiency photovoltaic solar panel Enclosure Venn ated,weatherproof NEMA 311 enclosure DISPLAY ENCLOSURE MOUNTING 3M High Intensity Prismatic or Diamond Grade retrerefective sheeting and Static Sign components Standard Banding U-Bolt(Pal/ Tilt Bracket(for vertical Quick Change(Portable) Construction Available in 3931 yellow,3983 fluorescent yellow/green,3930 white,and 3934 Square poles) adjustments) orange:others available Communicationf8uetaath,Streettub remote connectivity,ethernet,and third-party device 41111. Siiiii..-1111:1 communication options available s� Flat bracket SpeedCheck Manages simple setup and programming for all display parametersparameters/ram_ Scheduler:manages unlimited schedules and modes on a calendar wwitha 2-year r Software exception list Traffic Analyzer on-board data logger collects date,time and speed for over 200.000 target vehicles;raw data in.csv,not binned;generates easy pre-defined speed t " t compliance reports ° Weatherproof,gasketed enclosure with vents for ambient air transfer(NEMA 3Ri o Cabinet lockable,hinged door with e2 lock e Construction Optional padlockable latch LBandin provided byCorrosiaxesistant aluminum with stainless steel hardware 9 -40 to 167°F I.40 to 75°Cl system operating temperature contractor, no data Environmental 5"30Hz3-axis vibration sheet available FCC 15.107 and 15.109 Class A radiated and conducted emissions compliance SOLAR PANEL MOUNTING FCC part 151ow•powet radar device Warranty 3-year limited warranty 4.5'Diameter Round Top of Pole Mount Side of Pole Mount A 1 OPTIONAL PRODUCT FEATURES 111 e(� ^° r Flashes MUTCD•compliant'Slow Down"message when drivers exceed user- Slow' Down defined speed tivesholds B % /, F Triggers external devices,such as flashing beacons,strobes,or cameras by speed /y,-"• C G Outputs threshold or schedule.or from centralized remote location All p Beacons:12 in(305 mm)or 8 in(203 mm)diameter LED modules,yellow or red • Inputs Allows external devices to manage display operation with external contact closure I�� - and the included wiring harness PANELS` A B C D E F G "YOUR SPE-,p--`,r, SIONS W 21.2' 26.3" 19.6" l0.0" 26.3" 21.2" 16.0' (538 mm) (668 mm) (497 mm) (254 nue (668 mm) 1538 mm) (405 mm) 80 W 30.7" 26.5" ( 19.7" 10.(Y 30.7" 26 19.7" YOUR i c (SfCEOCNECR-t5 only) SPA 1780 mm) (672 mm) (500 rnm) (254 mm) (780 mm) (672 (500 rnm r+ I (letter 170W SPEED YOUR SPEED G iii 59.1" 26.3" � 19.7" 10.0" 59.1" 26.3" 35.7" size) 11500mm),(668 mm)i(501 nen) 1254 rnm) 11500mm) 1668 rnm► (907 rnm) A ai E ,Carmaneh will conduct a site assessment and provide an Energy Balance 02n YOUR (digit SPEFD Report"to determine the correct solar panel and battery size. size) CABINET DIMENSIONS (a B a I k F . SIGN A B C D E F G '"'�15-mch 42" 30" 6" 15' 30" I 30' 4" / /,�+• 11067 mm)(757 mmi (152 mm) (381 mm) (762 mml (762 mm) (102 mm) 18-inch 48" 36" 6.5' 18' �' (1219 rnm)1914 mm) (165 mm) (457 mm) - IIP 21.0' • 23.T •534 mm I ■803 mm • ��' > {,�j1 " z I 63 trim Ory ® Specifications subject to local environmental conditions,and may be subject to change. _ All Carmariah products are manufactured in facilities that are certified to ISO quality standards. tares» "Carrnanah"and Carmarrah logo are trademarks of Carmanah Technologies Corp. 15.7' 8.2' 399 mm 208 mm O 2020,Carnranah Technologies Corp. Document:SPEC_TRA_SpeedCheck-radar-speed-signs_RevC R829-G a; carmanah°' Cabinet-Based School Zone Flashing Beacon 1.844.412.83951 traffic©carmanahcom 1 carmanah.com CABINET DIMENSIONS 4 .SXSTEM,SPECIFICAFIONS Adjustable system settings with auto-scrolling LED display on our latest EMS �ght SUBMITTAL REVIEW r Flash pz 111.!pi.,51.: ote at No Exceptions Taken 21i0 23.7' Rashes. Make Corrections Noted 534mrnI ■6t13mm Z s Input m Amend & Resubmit ;a •3mm switch X Rejected-See Remarks — C On-Board Rash du „ l Int�r�e htensin IMPORTANT NOTICE: This review 15.7' 8.2' enhance 399 mm 208 mrr (OBUII NigMtin does not relieve contractor from his Anlleni responsibility to comply&conform Automat with the Plans, Specification, and Tempera calenda Contract Documents. Radio se SOLAR PANEL MOUNTING Output i E.g.,for Luray.8t Osborne, Inc. _ 4.5"Diameter Round Top of Pole Mount Side of Pole Mount Activattt CONSULTING ENGINEERS A Optional :� - O tio�E By: DRS Date: 1117122 B *" — F Beacon User-seleuruu,u auiupte(manners to group moment Deacons and ensure a robust a` C GCnnmunitauon wireless signal Ar„:, f Instantaneous wireless activation:<150 ms Wireless range:1000 ft(306 m) 1 E Integrated,vandal-proof antenna PANELS' A B C D E F G Power Solar or AC-powered System AC 100-240 VAC input,6-14 AWG 20 W • - Aliki13.6" 18.5" 13.8 Replaceable AC•OC power supply,circun breaker,terminal block winng (345 men) (470 mm) (350 mml 20,50,or 80 W high•efficiency photovoltaic solar panel 50 W 21.2" 19.6" 26.3" 21.2" 16.0" Energy 45 deg tilt for optimal energy collection (538 mn) r. r t(497 mml (668 mm) (536 mml (405 mml Collection Maximum Power Point Tracking with Temperature Compensation(MPPT TC)battery BOW 30.7" 26.5' 19.7" 10.0" 30.7" 26.5" 19.7" charger for optimal energy collection in all solar and battery conditions (760 n A 1672 mm) (500 mml (254 mml 4:0 nennl (672 mm) (500 mml 12 V battery system with multiple sizes:35.55,100 Ahr. *Carmana ill conduct a site assessment and provide an a •rgy Balance Energy Replaceable,recyclable.sealed.maintenance-free,best-in-class AGM batteries Report' .determine the correct solar panel and battery size. Storage offer the widest temperature range and longest life Battery design life:+5 yrs. Weatherproof,gasketed enclosure with vents far ambient air transfer(NEMA 301 Lockable,hinged door with 12 lock Optional padlockabte latch Cabinet Corrosion-resistant aluminum with stainless steel hardware Construction BEACON MOUNTING Raw alunenum finish or yellow,black,or green powder coated Prewired to minimize installation time Beel Beacon Cued Beacon High-efficiency optics and EMS=the most compact,lightweight system — -40 to 185'F(-40 to 74°CI system operating temperature . 1 — — ..I. ., -�) ►--, O.1 Bn vironmentol -40 to 162°F I-40 to 72°CI battery operating temperature 0 t' Oi Il,��1ill el _,', 7 SO mnfi 1141 kohl wind srnu+d ae nor 1",{�$HTO LTS-6 -- =J J�' ^! School Beacon Displays and as npte software •4 LED's are special made and =ks: l •i provided with Carmanah 4modem system with a specific wiring See Response on RAM Cover Sheet regarding harness. The only way to ntranfbeacons reuse of school beacon displays. Existing use existing is with signal •osien-resistam aluminum enclosure allows_ School Beacon equipment to be relocated and head only, existing LED to manual override switch reinstalled would have to be removed .Duero and special LED would need fro'c intro revises( t CD MUTCD ITE VTCSH-LEO Circular Signal Supplement c to still beprovided and wired na /J 0 pP ompliant meets ITE or 1.7x ITE °,,.• ` Optical intensity when used as recommended into existing head to the conditions,and may be subject to change. 12 in(305 mm)or 8 in(203 mm)charmer LED modules.yellow R829-G control unit. Not ties that are certified to ISO quality standards. High-power LEDs:+90%lumen makltenance(L901 based on IES 1M-80 a trademarks of Carmanah Technologies Corp. Yellow,black,Of green signal heads in UV-resistant polycarbonate or aluminum recommended. 0 2020,eminent'Technologies Corp. Document:SPEC_TRA_R829•G_Revl SUBMITTAL REVIEW X No Exceptions Taken Banding Products\\\I\ BANDING Make Corrections Noted Amend &Resubmit Rejected-See Remarks Catalog Width Thickness Weight IMPORTANT NOTICE:This review Number Inches mm Inches mm Lbs Kg does not relieve the Contractor from responsibility to comply&conform TYPE 201 STAINLESS STEEL - 100 Ft. Per Roll with the Plans, Specifications,and \ \ US-8122-04 1/2 12.70 0.030 0.76 5.1 2.4 Contract Documents. US-8122-05 5/8 15.88 0.030 0.76 6.4 3.0 US-8122-06 3/4 19.05 0.030 0.76 7.7 3.6 gii- TYPE 316 STAINLESS STEEL BAND 100 Ft. Per Roll Gray 8z Osborne,'CONSULTING ENGINEERS US-8124-04 1/2 12.70 0.030 0.76 5.1 2.4 1 US-8124-05 5/8 15.88 0.030 0.76 6.4 3.0 By: DRS Date: 1/17/22 US-8124-06 3/4 19.05 0.030 0,76 7.7 3.6 I <_____- US-8124-56 3/4 0.030 0.76 HEAVY DUTY(HD) BANDING w\ ` Heavy Duty Band is available in type 201. HD Band is designed for heavy duly applications ',, and 1-1/4",201 stainless steel bond has o breaking strength of approximately 5500 lbs. We recommend double wrapping for maximum strength. } Catalog Width Thickness Weight I t Number Inches mm Inches mm Lbs Kg TYPE 201 HEAVY DUTY STAINLESS STEEL BAND- 100 Ft. Per Roll 't US-8124-30 3/4 19.05 0.044 1.12 11.6 5.4 US-8124-31 1 25.40 0.044 1.12 13.7 6.4 Air US-8124-32 1-1/4 31.75 0.044 1.12 17.2 8.0 \\\ BAND-STRAP .024"(.061 mm) THICK-200-300 Stainless Steel \ \ Catalog Width Weight Package Number Inches mm Lbs Kg Quantity US-8121-34 1/2 12.70 4.08 1.85 100 Ft.Rol US-8121-35 5/8 15.88 5.09 2.31 100 Ft.Rol \\ US-8121-36 3/4 19.05 6.11 2.77 100 Ft.Rol US-8121-28 1/2 12.70 8,15 3.70 200 Ft. Rol US-8121-29 5/8 15.88 10.19 4.62 200 Ft.Rol \ii; US-8121-30 3/4 19.05 12.23 5.54 200 Ft.Rol BAND TOOL 1 ' The USA BAND TOOL is a forged double-plated tool capable of tensioning over 2400 lbs. The banding tool has o built-in cutter and a spring loaded gripper lever. The spin handle 14l has a large retaining ring to keep the handle in place and can be used to hang on a tool belt. ri �. Catalog r Number Description / . ti US-8120-01 The USA Band Tool,Wt.4.4 lbs(2.0 kg) - Package Quantity 1 'Att? US-8120-43 Close Quarter Tension Nut. Replaces tool tension handle when space is limited. Pacakge Quantity 1 US-8120-06 Tension Screw/Hondle kit-Package Quantity 1 HEAVY DUTY BAND TOOL The Heavy Duty TOOL must be used with all Heavy Duty Bonds. ., The HD TOOL is 16-1/2 inches long and is capable of up to 6,000 lbs.of tensioning. .., Catalog Number Description US-8121-10 The Heavy Duty Tool,Wt 11.7 lbs(5.3 Kg)-Package Quantity 1 :AV 9(101 www.intleert.eom 10/1 1/17 www.pelcoinc.com-sales@pelcoinc.com-405-340-3434-fax:405-340-3435 Page T14-37 1\ \ Brackets SIGN MOUNTING BRACKETS Catalog Weight Number Discription Lbs Kg 1-BOLT STRAIGHT LEG BRACKET (.075"THICK) -Package Quantity 50 US-8121-00 Stainless Steel with SS Bolt,Washer 7.3 3.3 0,r+'' and Fiber Washer US-8120-04 Stainless Steel without Bolt or Washer (Iii US-8120-11 Zinc Plated Steel with Carbon Bolt, 7.6 3.5 fits5/8'bonFitsding5/S'b onding Washer and Fiber Washer WI 1-BOLT FLARED LEG BRACKET (.075" THICK) -Prrrkn Quantity 50 � 1 US-8120-21 Stainless Steel with SS Bolt and Washer 7.6 3.5 IL �W US-8120-31 Zinc Plated Steel with Carbon Bolt, 7.4 3.4 ,ati" Washer and Fiber Washer :.,, ,,,,ii,,,,,„,,,_.., ' . 4 �' \COBOLTS, WASHERS for BRACKETS -50 Per Box .,_1101 Catalog Number Description ! US-8120-02 Bolts Stainless Steel for Stainless I ! Brackets(5/16- 18 x 3/4"Long Hex Head) IAmik, , US-8121-80 Bolts Zinc Plated Steel for Carbon Steel Brackets(5/16- 18 x 3/4"Long Hex Head) ! US-8120-03 Fiber Washers \! ` \ MOUNTING PLATES -Per Each -Secure with band and buckles. Strapping holds this extruded aluminum mounting plate to utility poles. 11 Catalog Weight er Lbs/Ea ~ _.4_ US 8125 10 LightDescription Duty, 1-1/2'x 4-3/4"w/5/8"-I l x 2"Plated Bolt 0.57 US-8125-12 Heavy Duty, 1-1/2"x 5-1/4"w/5/8"-11 x 2"Plated Bolt 0.78 US 8125-11 Heavy Duty, 1-1/2"x 5-1/4"w/5/8"-1 1 x 3"Plated Bolt 0.84 US-8125-13 Heavy Duty, 1-1/2"x 5-1/4"w/3/4"-1 1 x 3"Plated Bolt 1.22 • USA BOLT/ CLAMP -Per Each _" . ". .,. ,_r. Extruded aluminum fittings with zinc plated bolt,nut and washer. To be used with USA Band for mounting pole hardware. Catalog Weight ar F Number Description Lbs/Ea .`#t„;, 1 4 US-8500 Bolt/Clamp for use with 3/4"USA BAND 0.43 `_ ri ' band(US-8122-06). Includes plated nut,bolt tw 0 3/8"- 16 x 16"and washer. ,, 1 t US-8504 Bolt/Clamp for use with 1-1/4"USA BAND 1.48 • OP 1 band(US-8124-62). Includes plated nut,bolt — 5/8"- 11 x 8"and washer. 40,.., I S O l9001 curl WWW.(ntic,rt. i 10/11/17 www.pelcoinc.com-sales@pelcoinc.com-405-340-3434-fax:405-340-3435 Page T14-39 Washington State 7 Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG-20-065 Section/Title of Project Ccunty DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING 8 EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAM# 073 PE Use Bid Item Material or Name and Location of Fabricator,Manufacturer or Pit Number Specification PE/QPL Code Hdgtr./OPL HQ Use No. ProducVType Reference Code 85.05 ANCHOR PORTLAND BOLT,PORTLAND,OR 9-06.5(4) 3/10 BOLTS PLEASE NOTE-ALL ANCHOR BOLT MEASUREMENTS HAVE BEEN FIELD VERIFIED Project Engineer/Representative Date State Matenals Engineer/Representative Date 1/12/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Critena:Acceptance based upon'Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Cntena:Mfg.Cert.of Compliance for'Acceptance prior to use of material. Acceptance Cntena:Catalog Cuts for'Acceptance prior to use of material.Catalog Cut Approved CO No Acceptance Criteria:Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Cntena:Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: e1Approval Withheld: Submit samples for preliminary evaluation. 0. pproval Withheld: For Relocated RRFB: 3/4"X 30"full thread rod per WSDOT Standard Plan J-21.10-04 TT:Miscellaneous Acceptance Critena.Remarks B.C.template 7/8"diam holes(for 3/4"rod) (PE): Remarks (HO): B.C.template for ALUM POLES shall be 1-1/4"diam.hole per Std. Plan-117.1 (dated 5/19/15) This form shall be completed prior to submktal If this form is not compete at time of submittal it may be returned for information that was omitted. DOT Form 350-071 Revised 03/2021 Project Engineer Distribution Contractor Region Operations Engineer Fabrication Inspection Region Metenals Stale Matenais lab-Me47365 flECTRk Phone (253) 383-5022 1:911briefl- Fax (253) 272-5214 itamsention Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -TES POLES -ANCHOR BOLT RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number : 4741-1 2207 Inter Ave, Suite A Spec Section No : Puyallup, WA 98372 Submittal Number: 1 Phone No: 253-841-4837 Date Sent : 1/6/2022 Fax No: 253-841-4816 Type : Original Submittal tarquist@reedtrucking.com Method Sent : Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma, WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes POLES; ANCHOR BOLTS: LUMINAIRE: BANNER ARMS Please return submitted items by 1/13/2022. Signed By: Dated: 1/6/2022 Jane Romito Purchasing Agent Submitted by The tghbng Group KRISTIE KUCHAN Catalog Number: Type: 111 Job Name: 1-1/4x54 galv.F1554GR1D5w/14.5"b.c. Duvall Ave.NE-Renton template ALUM POLES NOTES 1-1/4• 1-1l4"x 54"Galvanized F1554GR1051 Thread-Each-End Rod with 12"of thread and 8"of thread I.' (6)1-1/4"Galvanized ASTM A563 Grade DH Heavy Hex Nut 12' IIII (6)1-1/4"Galvanized ASTM F436 Grade 1 Hardened Washer SUBMITTAL REVIEW III Hardware is not provided assembled X No Exceptions Taken Make Corrections Noted Drawings are not to scale Amend&Resubmit 1111 Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his 54 responsibility to comply&conform with the Plans,Specification,and I ^ Contract Documents. 1 400 Approved By Carat'8rOaborne,hue. Date CONSULTING ENGINEERS By: DRS Date:1/10/2022 Portland Bolt&Manufacturing Co. 3441 NW Guam St. ftPortlan5,OR 97210 P:bland,O67m I F:503-227-4634 www.portlandbolt.com ml Job Name 8^ �� Customer I si Revisions Sales Order Number Quote Number 3410 Sheet Date By - 9/17/2019 I MM Submitted by The Lighting Group KRISTIE KUCHAN Catalog Number: Type: 1111 Job Name: 1-1/4x54 galv.F1554GR105w/14.5"b.c. Luminalre Poles Duvall Ave.NE•Renton template ALUM POLES �OTES Plate:ASTM A36 I 1-1/4"diam.hole per Finish:ASTM A153 hot dip galvanizing Std.Plan-117.1 (dated 5/19/15) 3/8 SUBMITTAL REVIEW +.�1-1/8"014-112'B.C. No Exceptions Taken X Make Corrections Noted Amend&Resubmit (�{ Rejected-See Remarks v_J Q -- IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform • with the Plans,Specification,and • Contract Documents. • Clammy ISE Osborne,Inc. CONSULTING ENGINEERS • • ! By: DRS Date:1/10/2022 Portland Bolt&Manufacturing Co. 3441 NW Guam Street R1125Portland,OR 97210 P.800-547-6758 F:503-227-4634 12-1/2" www.portlandbolt.com Job Name: _ 4 16-1/2" ► Customer: Revisions Sales Order Number Quote Number 89010 Date By 7/9/2019 I GR • Submitlad by The Lighting Group NRISTIE NUCF4W Catalog Number: Type: T Job Name: 1-1/2x60"galv.F1554GR105 w/18"b.c. Duvall Ave.NE-Renton RELOCATED TYPE III BBI of Material Bone 3) 1.1/2••'b QTY. SIZE IFN.GRADE/ou pnON 1.1/2 60 ASTM F1SS4 Grade 105 rod d 1-1/2 ASTM A563 Grade DH heavy hex nut A { 14/2 ASTM F43fi Type 1 hardened washer It— Notes - STAMP'PR AS 105'ON 18`TE.CHARPY MATL m Sm GALV THICKNESS READINGS ROOD Heavy hex nut dimensions meet ASME 818.2.2 ., Finish:Galvanized per ASTM F2329 and A153 /1111 Hardware is not provided assembled Drawings are not to scale SUBMITTAL REVIEW IIII X No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his I responsibility to comply&conform 'a'° with the Plans,Specification,and Contract Documents. 11 .0 Gray Sr Otaboa—,Its CONSULTING ENGINEERS gy: DRS Date:1/10/2022 1 !!! R TTT PRotEf7 101 costa= Portland Bolt a Manufacturing Co: 3441 NW Guam St. allto Portland,OR 97210 [Pi 800.547.6758 [f]503.227.4634 Io PDIITSAND aOIT zozo , re]Sales$Dortlandbolt.com t X ' owE 2/7/2020 -.....-.r__ 1 QYOR _ eY GR DATE 1 i-•.. [N]WwW.00rtldndbd[.cpm Submitted by The lighting Group KRISTIE KUCHAN Catalog Number: Type: TL Job Name: 1-112x60"gals.F1554GR105 w/18"b.c. RELOCATED./ Duvall Ave.NE-Renton TYPE III i Bill of Material(tine 6) QTY. SIZE IEN. GMOE/DESCRIPTION 2 f 1 I IASTM A36 round template I Notes ___.,_._.. I \\ .Drawings are not to scale 22" / SUBMITTAL REVIEW ..b. 4' I X No Exceptions Taken 1`` 0 1.5*holes _ Make Corrections Noted \ Amend&Resubmit • Rejected-See Remarks \\ IMPORTANT NOTICE:This review \ t does not relieve contractor from his 1 i ' responsibility to comply&conform with the Plans,Specification,and 14•HOC Contract Documents. \ ) 104 ,A. lOrray&Osborne,Inc. COfSt1L1ING ENGINEERS By: DRS Date:1/10/2022 0 x AMOsEDIIV WEI ' --- a vnoirct nMER Portland Bolt&Manufacturing Co. 344[P]1B00 NW.5 Guam47.675H St. nits Portland,OR 97210 [f]503.227.4634 I n PORTIAND SOFT 2010 I - ORDER [e]sales4por1landbolt.corn QUOTE BY GR DATE 12/7/2L u NJ www.portlandbolt.corn t Submitted by The Lighting Group KRISTIE KUCHAN Catalog Number: • III Job Name: 314x18x4x7 galv.F1554GR55 RELOCATED Duvall Ave.NE-City of Renton PELCO RRFB_ .. NOTES Bolts:ASTM F1554 Grade 55 Bent Nuts:ASTM A563 Grade DH Heavy Hex , f _ ,., 3/4„ Washers:ASTM F436 Hardened Finish:ASTM F2329 Hot-dip Galvanized I 1 A Note: Hardware is not provided assembled r l l SUBMITTAL REVIEW r r No Exceptions Taken Make Corrections Noted Amend&Resubmit X Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from hig8- responsibility to comply&conform Approved By with the Plans,Specification,and ETSthndaPianJ2110 30"full thread rod per .< Contract Documents. rd -04 ., Date lift Portland Bolt&Manufacturing Co. Gray 8r Osborne,Inc. 3441 NW Guam Street CONSULTING ENGINEERS 11111111! Portland,OR97210 By:_ DRS Date:1/10/2022 P:800-547-6758 F:503-227-4634 www.portlandbolt.com 4" Job Name: Customer: LIGHTING GROUP NW ♦ Revisions Sales Order Number Quote Number 021843 4 Sheet Date By • - 1 of 1 5/10/2019 GR ti t t,aratog rumoer: type: r L Job Name: 112x24°galv.F1554GR55 w19"b.c. RELOCATED Duvall Ave.NE-Renton template RRFB BIB of Material(line 11 CMv. SAT NN 4rNl t5[Mwn/pNN -— 1/2-13 4 1/2 24 AM f1554 Grade 55 all thread rod 3/4"X 30"full thread rod per � - ST is I1/2 AATMA563 Grade OHheavy heunut WSDOT Standard Plan J-21.10-04 '., e 24 11/2 I ATM F436 Type 1 hardened washer Notes ._.... All thread rod dimensions meet ASME 81a.31.2 '.' Meets the 51 requirement for weldabllty Heavy her nut dimensions meet ASME B18.1.2 Finish:Galvanized per ASTM F2329 and A153 Hardware not provided assembled SUBMITTAL REVIEW '.' is are not to scale _ No Exceptions Taken Make Corrections Noted '., Amend&Resubmit X Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his - responsibility to comply&conform - - with the Plans,Specification,and Contract Documents Grew&10ebo rie,Inc CONSULTING ENGINEERS - By: DRS Date:1/10/2022 ,., ARMORS IN OATS ins 3441 NW Guam St ' Ally pwdrW,0R6750 [p]800.547.6758 [f]503.717463a _._._. _--.________..... [e]Wles{m porrlandbdt.sons roaRAIA Belt Si; pvve 1 d 2 ORptO Ir Kr MIL 1/5/1822 [Y]wwu,pwilandhplt tom lord •1" . ! _, CO - • , ,./..-,, . ....„....._,.._ _ _ •„„„g _. - „p , A' V** • • • •',. +,., ^ c • . I . L •••Nik I ' , --C.,-- r."--'I' • . - .. ''..A' ss.•• •:111;1.+44.. ,1-. \ . 'A Mit., . ' WI: N it- - ,..i.., • - .,rt. „......„-.,,.. . t - ); i 7; •-f 7 , . i. . _ ,. • 1/4 -, 4114 t.411; -"‘` • ,. . , lif I• '/ .i 0, . , • , • • i •/\,‘ .. . . .• 0 . • ., iiti/ ' ' ,,-,,,,•: r. . ,. • ,- - ...... , -,1„ ,„,, , ,. .• v ., - . .00-...n, t-. •, - • '1 - i : 1:-- . ' ' 1' .1 ': '444 k. ' , --" ,.,. Oil i ,. .• • Id' . -...." a.... 1, ://. . \ r...,,..it,... . .-...--F-z---' '" ...... siv,. ••• -11,.. .-......,, ,,,....... .+oi . .. 4..v A.1.. :'\4,111,1 ,, 1 ,r4 WI 4I. ...."." .i ' ' AO 1k7 I:-...7 \' ' ' _ _ 1':_ .-P' -' ‘.1'''''71; ..--- I 1 . .,.. ' 0 4 ' ':1 '`: 1/4 ' !it • • •E 40. it e .',_ .i) . . .. .. . _. . ...: . ,..',-._,... , _ ,,,i. _. .191r;of , • : 1 6 , A ,„. ,0(4- . • , . .. . _- ,- ,..., ....: . , . .... /. ,• . , li .k , .1 r\ ot, ' ..• .,..,,.-..."0 • 1. --ar- \ 11- - . - -) ..4, • " -.7 ,..06'"C— 4.- -.1- - r N• 1115,r s:• ' - -- I , i ,.....".,. . !...., . lEllir 14 - •i. 1 .. 1 , , ... _._ . , 40... __....,0 •....____ ' 1 , , ‘ i., L ........: ....•, • -,. .. ;, ..' 1 , • t • . ' it ! i AL Ill . ' r ‘.• 0 411111.14P\. ; .\•S ' t ...14k& 71).''.,11k,,,,401 :..k • 44>. - \'' , i , , 411.,„\ '., f. Ai, i , \ . - \A 7-' 11101,1f:, fri .,e. 1•,, ,__ ..,,, • . .,, ;,,,. ,-:_,,.. t‘,4. 4.„,-;1 ,_... ,,,,,- -._ ,r.,:,,,,.., ,\I„N,,/•-: ;) • . , • .... .., ,---. .- . .11.).,e. , it,:fp,,..,k,retis. . .....,, , , ,-10-.. , ,t, • .... . r 1‘ Oist• `• 1 . ' ''4 ' '.. • . - / e ; \ '" 'I' '1.9°') • 4 1 • . - .. 4.l.,,,r•-„- .(., • ,, -7 . , - , . . , . ..., ... t \lit ...• .,,,„:• ... _ ..,--, •r.... - li, ,, 1 4 A-. 1 0 , 0 ,,. ,.. _„...a. 1111.- ki 41 lk- N...• - .•. , , • :Le, ---'. . Nip, t- i . . •. . . . . , . . . . . . .4,16f, ° ' . - 1,4 • • ' s ''*•-• .- i • .P4. .c. ? ' 'Olt( . -46P • ..4 Is‘ - -41111r1r- , 6-, .1` . • r ' .' 0 --, , _ , r s' i .le ke ,.,, \ 1 ". - s'."1/4. I , t' # _ _ li. 0.. • 4 - „.'' i . . •' _1 • i • '4%,` ;" S -."'''). ( 1• • I • ' ..N. .k N ; . ...., . : t\•11.''' ........".4 N.- ..(1,./. •\ I. . „,. ,. , \ -- .., ' •-- ' . i{% . . • --, k 114 _ ..-- ,...-:'-',..- , • ,.._ , , - ,4\-.... ._ -. . . . it_AH",N.. . I • ', I \ ( . .. :IP ..... ., . - / "116 ''' -,- • i 1. " . . . - \ 114 1 111111iiik , , • ' " •- • t - • ill -. • Cs . • '' - - Ir kt • ' 4 i - • 'a ir . ---: - . ,- . , , r. Illk , I • •'.....4.4 , .-• 4, ' '1/4. % ' 4, • ) • III. , 5 - .1.. tre.- . ‘ „ •, ,„ -. , -, - •r it, . ,. I. d • ,, „„. ,., _ND—. ''. „, 7' •- ,* \ . . .. i, - .- . 1, . •• :-.., . • i .. . , . _.. . . .% , .... ..r., . _ . . .... • .......,4• 4 ! --......" .,,, _1 , ,, . , ..... 1 - I - . 10 4 • • .• vt- 1,4. A • "/-.- • Jr • • itl 11\ Po, 2,.. t: rAilk, . it'' ':•1 L i ' w P ;W._ L.atatog nuntuer: I ype: r l Job Name: 112x24"gale.F1554GR55 w/9"b.c. RELOCATED Dwd Ave.NE-Ramon template RRFB Bill of Material(Line 2) QTY. SIR IN cwvn./nixrllriq/ I 2 �4 i... ASTM Ali round template Notes 33" 1/4" �Finislc Galvanized per ASTM F2325 and A153 r— Drawings are not to scale 718"diam holes SUBMITTAL REVIEW (for 314"rod) — 0�. No Exceptions Taken _ Make Corrections Noted OQ.-5/B-holas _ Amend&Resubmit X Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform 3 Not with the Plans,Specification,and Contract Documents. Gray&Oaborne,Irac. CONSULTING ENOINEERs 0 0 By: DRS Date:1/10/2022, a 1B0.Wa Bans • • Portland Bolt&Manufacturing CO.Guam 3441 NW .m St. Portland. [p]S00 [p]a00547.6758 [f]S03 227.4634 o rOeMlo uxnav I a4ac [a]salesea...Inc/bolt corn -_-_2 1 OwnN r KT!nxit 1/5/2072 [NJ www,rnrrtlandbdtcom ffir Job Name: 3/4x36 gale.F1554GR55 w/9"b.c. Duvall Ave.NE-City or Renton_ template RELOCATED PS POLE Bill of Materiel —11 h-- 3/4"-10 Qty Item Diem Lengt Grade I Description 3 Rod 3/4"-10 36" F1554 Grade 55 All Thread S114 L --,..1 - ♦ 18 Nut 3/4" A563 Grade Dt t Heavy Hex V 18 Washer 3/4" F436 Type 1 V Notes I' . ASTM F1554 Grade 55 All Thread Rod dimensions meet ASME B18.312 Finish:Galvanized per ASTM F2329 and A153 Hardware is not provided assembled Drawings are not to scale SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks _- 36" IMPORTANT NOTICE:This review == does not relieve contractor from his _ responsibility to comply&conform with the Plans,Specification.and = Contract Documents. Cisv y&Oa.,I,... CONSULTING ENGINEERS By: DRS Date:1/10/2022 Approved By i Date ..-��' Job Name Day Customer LIGHTING GROUP NW 10/27/2020 f — • Order No. Cilium nu. manufacturing Co. 12." 3441 NW Guam St. ,alit Portland,OR 97210 34 P:900- 7.6759 Sheet Er F:5o3-227.463954 2 of 2 GR I E:sales6portlandboft.com www.portlandboft.com Job Name: a..V .yro. TL - 3/4x36 gals.F1554GR55 w/9"b.c. RELOCATED] Duvall Ave.NE-City of Renlen. template PS POLE fPOTES Plate:ASTM A36 4 Finish:ASTM F2329 hot dip galvanizing 1/4' 1 rt- SUBMITTAL REVIEW 7/8"0 — 9"B.C. X No Exceptions Taken -- Make Corrections Noted Amend&Resubmit ('?j- ,'' Rejected-See Remarks ��JJ IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans Specification,and • Contract Documents Ginty 8r Osborne,Inc. CONSULTING ENGINEERS By: DRS Date:1/10/2022 Portland Bolt&Manufacturing Co. ......... 3441 NW Guam Street ft Portland,OR P:800 800-d R 9721058 F:503-227-4634 6" —_,,, www.portlandbolt.com Job Name: 1 12" ► Customer: Lighting Group NW Revisions Sales Order Number Quote Number Sheet 1 of 1 Date By 10/27/2020 r . Washington State VDepartment of Transportation 7 Request for Approval of Material Contract Number )FA Number 'SR Dale CAG-20.085 Section/Titre of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAMS/ 053E PE Use Bid item Material or Name and Lncafon of Fabricator,Manufacturer or Pit Number Specificaton PEIOFL Code Hdgtr.'QPL HC Use No Redact/Type Refererce Code 85.07.01; [0 CLAMP GARMIRE,MARYSVILLE,WA 9-29.6 85.07.02 ARM3 Certnire:*Note The.1"N 7"is not commercially available and would require a special ran at the mill, the(OR has been untitled and bard on this information the City wiII Arreo'appru.r the 4"Ni 6"dimension. 85.07.03 LIIMINAIRE CYCLONE,QUEBEC.TERREBONE 9-29 I0 8 HOR 85.05 BOLTS PORTLAND BOLT,PORTLAND,OR 9-06,5(4) 8/10 PLEASE RE-REVIEW-.lost of the notes sit the anchor bolts are for the contractor to verify.Oa the I-Ii4154' bolts the roll!. recommends GRSS anchor bolts for these poles.Vte do not we where std.plan 117.1 cans out any grade of steel. VI pro,imp.((IR projects we have provided CR55 material for this size of bolt. 85.1)7.0I; POLE METAL POLE-LITE,QUEBEC,CANADA 9-29.6 3 85.07.02 PLEASE RE-REVIEW-The Cyclone fixture was presented to MPL far design purposes to ensure the pole»a.ttratturlrlls sound with the El't of the frituretsl. Note.these arc NOT davit style poles. Project Eo ineerfRepreserttayve Ca'e State Materials Englreer'Represeraative Date 12R/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1, Acceptance Criteria:Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated rota project. Acceptance Criteria:Mfg.Cert.of Compliance for'Acceptance'prior to use or material. (24). cceptance Cntera.Catalog Cuts for'Acceptance'prior to use of rnalenal.Catalog Cut Approved Q No . Acceptance Cnterra:Submit Shop Drawings for Approval'pnor to fabrication of material. 5. Acceptance Criteria:Only'Approved for Shipment'.'WSDOT Inspected or'Fabrication Approved Decal'material shall be used. 6. Acceptance Critera:Submit Certificate of Materials Origin to Project Engineer Office Acceptance Criteria Request Transmitted to State Materials Laboratory for Approval Action. 411010 Source Approved. See Remarks Approval Withheld- Submit samples for preliminary evaluation 411:010•ppraval Wilftheid See Remarks .Miscellaneous Acceptance Criteria.Remarks (PE): Remarks (HO) See Remarks below This form shall be completed prior to submittal If this form is not compete at tined submittal it may be returned for information that was omitted DOT Form 350-071 Revised 03/2021 Project Engineer Diedribution Comractor Rofsn Operations Encireer Fatncalon Inspector Ro3inr Malaralr Slade rtaerrare..at.MS 47347,5 'Make Corrections Noted"-Please note a resubmittal is not required. Contractor(Reed/Totem)shall field verify BCIDiam.iLength. Make modifications as needed, Cyclone Fixture shall be 120W, APPROVAL WITHHELD: For luminare poles F1554 GR105 required per WSDOT 9-06.5(4). Where will the J-bolts be used? If this is for the relocated cabinet foundation, please submit cabinet mfg's recommendation for the anchoring. f y_,w 1 f��'�� Project: Duvall Ave. NE-Renton SUBMITTAL REVIEW A X No Excvrwars Taken Gatmtrr 1ronWarks,Inc_ Make Conecuons Noted 5620-48th Drive N.E.• Marysville, WA 98270 Amend&Resubmit (360)651-1001 •Fax(360)651-1002•sales®garmireironworks.com _ Rejected-See Remarks IMPORTANT NOTICE This review CITY OF RENTON 10'CLAMP ARM-ALUM-RAT.9005TX does not relieve contractor from his NO SCAL.- responsibility to comply&conform with the Plans.Speullcalion,and Contract Documents — 122-1/2" -- ICU 116-1/2" (Ira,Br C]r6a.__Isom 78-1/2" ] ER.JE7 ORS Dale. 1N1121 / WATATER cur 4S ,RANDS ff " ..\___________:, \\L:AL---P° - ---_D'? FRONT VIEW < !:gs..! SIDE -WIRE WAY- 1-1/2"SCH40 ALUM PIPE HARDWARE BOLT 1t2.13 clw 3 5ie.. (1.90.D.) NUTS&WASHERS Ii �- 0 4" I BOLT 316-t 6 Uw _1l —T NUTS&WASHERS! m I ------ il 1If1 1 1 11 1� ' I�1' DETAIL A } I 1.z� L25- DETAIL B CLAMPS AND FLAT MATERIAL ALL 5052-H32 /POLE DIAMETER TD BE CONFIRMED 1" CLAMP TO y RECEIVE /71A L > > .44, 06 6;8„ FITTER \' %1 1 -S-- <' C `/1 v TOP VIEW `"" 6"x 4"-6061-T6 .188 RECTANGULAR ALUMINUM TUBE FINISH: RAL9005TX . f cyccone APPROVAL-SPECIFICATION The Luminaires Group Inc Rev1 I Project : Renton, WA - Duvall A NE Order: SO0309943 120W Tag: Pole 1-2 Luminaire: CY55P1 B-FGC- -190W -MVOLT-IOKV-TBC-BK-TX-MG- 25 CP6658 ahr Luminaire Components ! Zir Head module: Round shaped heavy spun aluminum dome with a removable lens frame. Made with a silicon gasket compression system,the lens frame offers an IP66 weatherproof r a TBC ► protection of the head module. This module is equipped with the tad free opening system 2-WIRE WAY which gives access to the driver module. The head module is assembled on a 6 518"(17cm)0 round tube housing(CP6658). 6 5 8 _ _ 'E I Optical/electrical components ty7�) ;ra, Optical Module: The Orion LED optical engine is mechanically assembled to the optical N" module.The optical module has integrated hinges and stainless-steel latch that allows tccl- • free axess to the driver. The cast A360.2 aluminum heat sinkloptical module is optimized to minimize the LEDs operating temperature,increasing their longevity and efficiency.A flat lens in dear tempered glass(FGC)is attached to a cast aluminum frame. The high efficiency 120W, 4000K(White) Orion LED optical engine is mechanically assembled on the heat sink_The lifetime of the LEDs is 100,900 hours. It is eased on the 27 1r2^ LM-80 test and extrapolated with TM-21. Thisdata is calculated when 50% of the LEDs t70cm] — produce 70%of their initial luminous flux(L70).The minimum color renderng index (CRI!is 70.The optical acrylic lenses are designed to illuminate only where needed while achieving excellent uniformity with maximum spacing. The optical acrylic lenses are sealed on the LED board.Produces 0%uptight(flat lens only).The light distribution type according to IES SUBMITTAL REVIEW is III(3) Driver module:The self-adjusting 120-277VAC Class 1 (100W to 120W)primary voltage No Exceptions Taken s at® MVOLT(120-277), ❑120V, ❑208V,❑240V,❑277V,50160Hz,THD max X Make Corrections Noted 20% High power factor of 90%. Operating temperature:-40°F (-40°C)to 130°F (55°C). Amend & Resubmit ROHS compliant. Equipped with a 3-Pole 10kVf5kAsurge protector for Line-Ground, Line- Rejected-See Remarks Neutral and Neutral-Ground according to IEEE!ANSI C82.77-5-2.The controller offers a 0- 19-volt output. IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform Generals/Oplions with the Plans. Specification, and Wiring/hardware: Type TEWT 14-7. 12' (30an) minimum exceeding from lumnaire, All Contract Documents. electrical connections between modules are made with quick-disconnect connectors for easy maintenance,Ail exposed hardware is stainless steel.Silicone and/or EPDM gaskets are used for a weather seal. C3my Osborne, Lne. CONSULTING ENGINEERSColor: BLACK RAL9005(BK) 1 Finish: textured (TX) Elor smooth (SM)E. Marine Grade Pre-finish (MG). Application of an epoxy pnrner and a polyester powder coating By: DRS Date 12/2J21 meets AAMA 2694 requirements(5 years exposure to all weather conditions). The finish meets the ASTM G7, 8117, D1654 and D2247 requirements relative to salt spray and humidity resistance.Cyclone recommends the textured finish for this product. Terminal(TBC):Terminal block connector,panel mount 3-pole configuration,2 to 14 AWG wires,mechanically secured inside module_ EPA:1.9 ft2 Weight:27 lbs 112 kg Stamp/Approval File Date:2711012021 Page:111 Name: Date: Designer:Lgroutx Cyclone Lighting-Phone:450-434-5000-Fax 450-434-5001,2175 Boulevard des Entreprises,Terrebonrse,CC.J6Y 1W9,infoscydonelight ng_com Viashinttun State ri..n7rlr+tnnS ACTr•anc:+nrt.,ti,•r, Scptc:nbcr9,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 39-09-21 Bid Item: 85.05 Manufacturer: Portland Bolt & MuFacturing - Portland, OR Product Name: Anchor Bolts and Anchor Rods Standard Spec : 9-06.5(4), Anchor Bolts and Anchor Rods Product Description : ASTM F1554 - Anchor Bolts and Anchor Rods and associateo nuts, washers and plates_ Product Restriction : Acceptance Code : 7065 Code Description : A - Acceptance of ASTM F1554 Grade 105 anchor bolts and anchor rods and associated nuts, washers and plates is based on field verification of an 'APPROVED FOR SHIPMENT'tag or stamp. Document, in the field inspector's IDR, the fabrication Inspectors' initial/name, inspection ID number, date, serial number, quantity and either'F' or'D'for foreign or domestic steel or not marked. It the Contract contains a 'Buy America'clause and the material is marked with either; or not at all, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. B - Acceptance of ASTM F1554 Grade 55 anchor bolts and anchor rods, nuts, washers and plates is based on a Manufacturers Certificate of Compliance, conforming to WSDOT Standard Specification 1-06.3, with each delivery of material to the project. Supporting mill tests or documents may also be required with this document. If the Contract contains a `Buy America'clause, the PEG is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 1 : Project office will need to forward a copy of the completed QPL page to the Fabrication Inspection Office for notification as soon as this material is approved for use. Last Updated : Dec 30, 2019 To be completed by the Reid inspector: Quantity: Verified By; Date: deemetu M led wee'core toted*RCMMN Catalog Number: Type: ill Job Nam.: I-114x54gefv F1S54GR55•e 145'e.c. Dove AamPIEe: fte°r°^ lemplete —1 t -- - NOTES 1-114 1-114`x 54`Galvan bed F t 554G56ach- Thread-EEnd Rod with 12'al ` _Z� - thread and 6'of;Mead 7I (6)•-114"Gal an¢ed ASTM A563 Grade DH Heavy Hex rut 12'C {Grader Hardened Washer F436 Hardware Is not provided asserroled Drawings are not to sca;c SUBMITTAL REVIEW For luminary pokes: ',, _ Na Exceptions Taken F1554 OR105 per Make Correction Noted St" MOOT 9 Oi Sµ) -. 1 _ Amend&Resubmit See Sed Plan.117.1 X Rejected-See Remarks (dated 511W15)for Approved By_ _ IMPORTANT NOTICE-This review required size criteria- Date does not relieve contractor from his responsibility to comply&conform Portland bolt s Manufacturing Co. with the Plans.Specification,and 3441 NW Guam St. Contract Dept:infants Rlir Portland.OR 97210 41i51)1 -7, _ P 800.547$'758 r'W pGrUan tbt4 Li,+ay&()oho me,Inc. veunv.per0andbothrorn 7.1NG.t IrIG 6':G.'.=E45 Job Nam* Bti DRS lJaie 9n7n1 r I 1 Customer 1 r.T t- , e a.,,l.:d1. a.M.OeWd Member Coot*Number 3410 Sheet I COM I ey 9117i2019 1 MM For referees,COR's Lake WA Loop Trail project installed F1554 GR 105 rods s ern.aw'e.te+rycres aRLnextxww Catalog Number: Type: Job Name: t-i'4A541h.F1554GR55 w/14.5-o.c Duvall AWL Ne-Rarmn template NOTES Plate:ASTM A36 Finish:ASTM A153 hot dip galvanizing 1-114"diem.hob per Std.Plan.11 • -1 r- SUBMITTAL REVIEW {dated SJ1911S) 1-1/!'e _ No Exceptions Taken te•tir B C. X Make Corrections Noted Amend&Resuomil Rejected-See Remarks — `�1 0 IMPORTANT NOTICE Tn:8 review does not relieve contractor from his responsibility to comply 6 conform with the Plans.Specification.and ! ' Contract Dxumems_ : ( 1 i Luny lir C.3aborrte.Inc:. 7 ' L_TVIFA`1�FR3 \, f'` / By DRS Date 9/27:21 Portland Solt&Manufacturing Co. 3441 NW Guam Street ft Portland.O 97210 Prtl 80d.OR 8 F•503-227-4634 12-1/2' www.pOfdanabok.com Job Name: _ I 18-1/2' • Customer: p Rvialons 4 1,A -:E Salem Order Number Quote Number 9/2 I By " E '. s'.wr'"AwE 7i9/20t9 GR q Y., ,.. 1. A,t. t e h Oaaaee6rn.Ldee36wo PAW*wow. Melia.Number F1t3lsOQRt4SPMli2'bC Lfffft. r III Job Na e: otsa6Aw.NE-tisttelt ate ole Metro s,tal$kMMe4 r•a.ur Ole tae .—wueuetsewtoet —1 r- pp Of AS4Atttltib4SioNe 105 rot Q©giA6tMAsetiradeeN Islay hezmt1111 . © 2 ■A%TM r436 type t Sardrr.ed vnshar Notes STAMP'a6 AS t*S'oN la"IL CNAAPY MAtt III Confirm existing CiALVINKeNtSS READINGS s,1 oo rods are 2"diam. 1Mear-.ha.n Jlrnenrlent wart AMPM.l.: ^ III lien:Gatranred we 451Mi1lt"400 A1S3 I Ntrdnate,f MA G'OYldld atten•tded �.m............. UtNMn6t>nP not to wale 'I' I , SUBMITTAL REVIEW No Exceptions Taken et Or lo verity BGDLAJLENGTM X Make Corrections Noted Amend&Resubmit Relected-See Remarks C./Dia./Length shall be IMPORTANT NOTICE This review U erified by Reed/Totem. does not relieve contractor from his responsibility to comply&conform with the Plans,Specification.and Contract Documents. Oar&Osksornte.Iasi, OONSUL`SMe ENG;066Re + i SI 1111 7 . By: _DRS Date 9/23J21 1 ANeowew tent PMSat" 11111 ' 'YatpMin, ""-- ---^ Penland eott&IttaweeeceurIng co, .__ list NW$Rant St R11r' OR MD) iDt 60J is7 6758 ,,,,_,_ ,.. f I WV a631 Ieranteroa nlam 100,3 i rourn I GP eat tzrr,z lad tel c.TIN Ail ca:a Ent..1 0 ui,Itn..l4.11 au.. ...say,Tr+wain,t KM=:,C%CHAP. indai. r new Catalog Number. Type: Job Nam. 2x80 gate I Duvall r=-rterwK •errlplara relocated exist. Type III pole r,r—{it--—i1.—Y-.-� "r-� The bolt circle diameter shall Noet Material(Line n be field verified by my, an us MIX rorxsr.�13 Modify bolt pattern to match 4----__ -Reed/Totem. Modify,as 2 I i 'AMA 3s oxndtoneloe Type IN pole,as needed J needed,based on existing toms )__/ Type Ill pole. — — promo an not tomato fi�� SUBMITTAL REVIEW �'-- — No Exceptions Taken • / �._f / \ ` •4^Kr X Make Corrections Noted ,/ -- Amend&Resubmit I Rejected-See Remarks o IMPORTANT NOTICE:This review ( i ' does not relieve contractor from his l r responsibility lc comply&conform I . with the Plans.Specification.and F u.-- I Contract Documents i t i t',' i gal) Gay Sr Osborne.Inc. eows,l.ING eaca aoes By DRS Date- 9f23/21 _ •\ a �,,``` MaMY1CR OM • MOW rvnaMUI I `..._ _. I 1 1 116Porti.mrs pert a MM�rhA 4 Aiw to_ _. iMl tMr G,.an.Sr — Portiere.cm 97110 IpIUcOS4I.6758 ( t S01.2274434 e td iIAlmilrsm I - • OINKS I.I as,LPctir.04,c.al to i warm er GR I cvr. IlITiA;IO� ( ) , ov e4s dui i.um sawrw the untvoie. KOuraaxv Catalog Number: Type: III Job Name: 314x18x4x7 gale.F1554GR55 Ixeer e:•C*rd4.wr NOTES Bolts:ASTM F1554 Grade 55 Bent Nuts.ASTM A563 Grade DH Heavy Hex - > ± 1 1. 314- Washers:ASTM F436 Hardened Finish:ASTM F2329 Hot-dip Galvanized r Note:Hardware is not provided assembled } g:-1. I lcon +actor to verify BGDIArLENGTH 7. eU I BC/Dta./Length shall be verified by Reed/Totem. SUBMITTAL REVIEW 1e. Approved By _ No Exceptions Taken Where will this be used? Date Make Corrections Noted X Amend&Resubmit J Portland Bolt&Manufacturing Co. _ Rejected-See Remarks III1�' a",l Guam Street IMPORTANT NOTICE:This Poniartd.OR97210 does not relieve contractor from • P'80J•547$75tt responsibility to comply&conform F 503 227dG3a with the Plans,Specification,and F 4' 1 www.portlandboMcom Contract Documents, Job Name: y Customer: LIE►784E GROUP NW 400 Revision* Limey&**borne.Intl cmetuvre a ENGINEERS J Sales Order Number Quote Number By DRS Data: 9f23/21 321843 4 sheet Date By 1ofi 5110,2019 GR 'Y-, \C"`/"ter-- Fa new foundation for relocated Wei.Flashing Beacon i,sw.n.,w1'w urR.,.00 vasr,F,.:=,ut. Catalog Number: Type: MI Job Name: 314x30 oh/.F1554GR55 wig"h.c. C.. -ON Rtrn•.^s•. temalate wl. + 3,.0 e,w amWOGraft,owoown 3 Rvd 34--te JO F,56rprdq`5Al,Thread St ,. 'Mho Net a 1 l 1A563 Grade OH Inn �Hsa . 18 ha 3,'a• 1 F06 Trtte I N.Y. As11I F1554 Grade 55 All Mad lei Ftad direry re.mad ASYE , l 61t13i a SUBMI AL REVIEW Fmon.C,d en¢eo tar AsnlF33M and A153 HYdwre it.not Novidea assembled No Ex phony Taken meow ereno:owoo X Make ions Noted ' Ame 3 Resubmit _ R • See Remarks h -tur to verify BC1DIA/LENGTH IMPORTAN NOTICE:This review ..)._x �_ does nol re• a comractor from his Xr responsbility to comply d conform = BCiDia.;Length shall be with Me Plan Snocification,and __ enfied by ReediTotem. Contract Documents, bray tieOsborne,Ur. `: CONSUt.1WG ENGAEE140 By DRS Date, 9/23/21 Aeera eIN oeu i *Is Parno Laic — I WO.MN o.w+w Portland ad I Manureeturina Co 17415 .e• iiL1NYrf gas& .w.P A'n-1e+: I C(YFor new foundation for relocated exist.Flashing Beacon "A tse.+ran ire the ty yCAP XXS re-pe:yyr Catalog Number: Type: r I Job Nam' 3/4x30 ably.F 15$4GR55 wA'b.c. • Duval A.:.NE-Gty car acme, template he bolt circle diameter shall .-field verified by Modify bolt pattern to 'eed/Totem. Modify,as NOTES match existing ==ded,based on existing plate.ASTM A361 �, Flashing Beadon pole, lashing Beacon pole. Finish.ASTM P2329 not dap gatvanivx]1 Ma needed41 „.. i r SUBMITTAL REVIEW nral _ _ No EKceoticns Ta:ec r1.C. X Make CorrerttOns Noted -•-- Amend 6 Resubmit - -- Reiected-See Remarks C 'CV -- IMPORTANT NOTICE fats raven./ does not rollers contractor from Ms f, t resoonstaMy to:cagily 6 conform i ,i web Me Plans.Specie:.atxxt anti j Contract Documents C\--**-------} i annoy d e .Lao t ... IICen rAlTea irter.t®n • € Sy;_ DRS Date:9123/21 Portland Boll&Manuractunng co. 34.4 I NW Guam Street - 1111115 %nerd,OR DT2 10 - r -. •Mw.DatlgrMeNLcom Jab Name: Ir a customer Revfalmo Saba order Mmmber Owes Number nut. b torb2020 Is, r.1t,trirl.;f,op trsSlr Nt. Catalog Number: Type: For new foundation Job Name: 3/4x36 gals.F 1554GR55 wf 9'b.c. l ta:vm wvo.NE•City of ner,x n template for exist. "h Typea P PS S pole Should this be 4 rods? ' ' - - Confirm/update quantities. ern of Meyr I __ I r_ 3/4'13 ay n«, wNn tenet Drat. orsenaeon A Confirm quantities 3 Rod 3/4'-10 36' F1554 Grade 55 All Thread St a 18 Nut 3l4' A563 Grade OH Heavy Hex 1111 16 Washer 3N' F436 Type 1 News ASTM F1554 Grade 55 Al Thread Rod dimensions meet ASME ' 816.31.2 Finish:Galvan zed per ASTM F2329 and A153 SUBMITTAL REVIEW Hardware is not pro,tied assemb ed , Ill Drawings are not to scald No Exceptions Taken YY -- X Make Corrections Noted I.Amend 8 Resubmit Rejected-see Remarks con• to Y 8C10WA.f7tGTH IMPORTANT NOTICE-This review does not relieve contractor from his responsibeity to comply 8 conform = with the Piars.Specification.and Contract Documents. BCi ied.by ngthRoe shall be m. 'verified by ReedlTotem. Grimy t>ii:Oeboan„e.hit:. CONSLLT,tSEAGINEin ,.art By ORS Date' 9/23/21 4§. Approved 6y L Dote ., Jae Naar Ono customer LIGHTING GROUP NW { tan/QM- Or No. awe....,. ( lenufat turtng Co. - 12.•' 3441 NW Guam94 ,It H isle-6 p oes7z,o 115 P 5-6a7 ?Se 2 ra 2 GR I E:aalm rra gyondba.can 1 waw.earpe.d4ob.cora • s:a.n•ee ny fin i,7..y Greg As119 xuCww Catalog Number: T IIII Job Nam: ype: ;�ax36 galv.PIS540RM AO 9'b.c_ For new foundation Cu,ax P.N.NE•Qry al fimSil 1rrral3tE r for relocated exist. Type PS pole t The bolt circle diameter NOTES shall be field verified by Modify bolt pattern to -Reed/Totem. Modify.as Plate:ASTM A36 match existing Type needed,based on Finish:ASTM F2329 hot dip galvanizing PS pole,a needed existing Type PS pole. liar -a{ SUBMITTAL REVIEW ., 7m-0 I No Exceptions Taker >y B C. `, X Make Corrections Noted _—..� _ Amend 8 Resubmit 7 `'. Retected-See Remarks 1L J / — IMPORTANT NOTICE This review f �. does not relieve contractor from his r responsibility to comply&conform i with the Plans.Specification and Contract Documents t1 I , t , Grey tir Osborne,lee. + /f1 .cowr,uois C* .Gee¢; • • By. DRS _ . Date 9/23/21 411, I� Portland Bolt&Manufacturing Co. •..—�..� R�' 3441 NW Guam Street Portland,OR 97210 P 500 900.547.6758 F.SC3-227-4634 g' ._14 Wew.pertlartdbott nom Job Name: ' 12' — _ Customer: Ughbne Group NW ROW/teM Sales Order Numl1ber I Quote Number Sheet toft 1 10127220r0 • ' I .5' T27 rat No. 0'4 �00E )ESC0PTCN Oft WC Project:City of Renton-Duvall Ave.NE ASS.-POLE 40'Lc ASSEM &%r 0.7. 1.1 _._.AS2`A«�o00M(L500X400X0S6%0 0 0-7 0610 TUBE 010.0 05'x 0.250.x 40'-0'LG(triple toper) 70640 IL 6063-r4 1v`-' I 1 1.2 SEWL10-1992-72 ‘ANCHOR BASE.CASING"AWN 10-1992-T2(AB 1.25' AL 356-T4 Q {T .� Note:Ped scale not required on this project 1.3 CADPORAL0.375x4.00x6.501Ar0 NN FRAIE 0.375'x 4'x 6.50'x 2•PROF. 44976 AL 6061-T6 6524'[Mitt© 1.4 KPOAEEM4.00x6.50MT0-2015 KIT ilk COVER,B011,BACK PLATE.JOINT) 42403 ASSEM t 1.5 KWlrx10 01810 SC FL 625 Or(I w 615'(3)nuls IDINNate W31909 ASSES M I 2 ASS-W. PL.DENIIF.181E C/0 2j TKNT ASSDI 3 SHNOT-KCPSPU'5.25 KIT:POLE TOP 5 1/4''%I1(3)SET SCREW 031953 ASSEM I4 4 SHIPMT-CFAM1010-1992 BOLT COVER,CASTING FOR BASE 10-1992 VW S7E8 A95(M ^' IlD r�`�51] ORDERI ON ©®I , � M741-1 25 F-6 I POLE-U1E [4.ej ISM s n ltae-11ae I/r[13] 5C SHAFT 0250'(635] SECTION A-A I A-40-165-26o I ALUM 6063-T4 F� I/I'I I I _ NEAT TREA11ENR AFTER WELDING TO T6 _ [1/4' N '/6351 ' SHOP 0WC AS PER CUSTOMER SPEC.117.1 A- W� A Ir� Noirs %{� i, M*E-WELDS IIN3CO WL TREATMENT WICE WITH ��WELDING r0 T6 C.SA W47.2 W.1 0R 2 AND 1959.2 le Ci ' 1 4•I 4-� ® ' SECTION CLIENT/CUSTOMER SECTION I Gr ,3] ; Ms wa2m1 MD FOP maw 4 7. [124] err o1a1m1 6rB wi IlllowII- 47.95'[202] ,/ ` A _ SFCixN B-@11' °'nppf1tl'1°'11 I [32[�0.422(JIGIO-2) SUBMITTAL REVIEW ©® -ORKIING OF POLE ON SRE16RUSHED 25 A — -PANT BLACK INAL-900STx No E...bons Taken Q [4.1] Re1ea i-Sae Rem F-]A Mete Corrections Naiad & 3/16'I AmatoA See s 06© Rem Y, a11I 447414/(OW ox/erl nllei/1eB1 ® -�kVCRTANT NOTICE TMe raa WN. 1 does M tabve connector 4m,ha ltle/061W • •t 'eepone10.1i5 to comply 4 conform THE UGNRIG GROUP LLC 4° w,6l rta Mare Spaa+kamn and .- - 0 B.c.414 1/2'[•366] 1' Comeau Documents 1a1M6/MEC, (131330]0 151381] Q3� �+ :. C::.wt7asa..raw Le a r 1as.1er1 u 1 a.0 WOO OM ['-�'tar n v mlmt xsa a1m�ia1 OS tp•a r a 1 gyp•w�1 pe1>m g Y e1iX11 WE 1 w46 M91=ID a I VT MS W._ 14 ♦1 er_Mt__oue-.unit. la ARM' OM ®0erae1 I 270' �I I©1 �f (w]Metal Pole-Lite Inc. .ou:L11[GLOM WcoN OD® . .\ J �// 111.(.0),.1-71Y m 3 ` .• '`�f 10W/11U TAPER POLE TYPE RTA -� �'. AM. 40'-0'(12m] A a 01 SI �T 10'(254] El ® W..a1,10 .aaa _ I1LLAm1 m. O.1•IW0117.I ® 12 I 1114 ow El []291 9]s So.D. •e 10.32' 45057 fir 06 M1aoloypepia r y.1•11•q002}wsafara TE err ['A' >A rrt 1/1 Washington State `' Department of Transportation Request for Approval of Material �onLact Nu'nner FA Number SR (Dale CAG-20- 65 Section i Tile of Project County DUVALL AVE NE KING Contractor Sabcontra for REED TRUCKING 8 EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAM* 058A Ff L n lad Item tM Iefal or Marne and Location of Fes_ _lu lkanutaWreror Pit teurreei Specification PHOPt.Code .JCPt HO t se M. ProductType Rif rertce Code 85.09.02 POWER CABLE RUGGEDCOM,CONCORD,ONTERIO. 9 CANADA .29 3 PLEASE SEE NOTES ON CUT SHEETS CCH-CPI2-59 85.09.01 CLOSET CORNING,CORMGH,NY 9-29 3 CONNECTOR 85.13 SPEED CHECK CARMANAH,VICTORIA.13C 9.29.21 RADAR SIGNS 10 DUAL 85.10 BEACON CARMANAH,VICTORIA,BC 9 29.16(2)B 10 SIGNHOUSING PLEASE SEE NOTES ON CT SHEETS 85.13 LED MODULES DIALIGHT,FARMINGTON,NJ 9-29.16(2)A 10 PLEASE SEE NOTES ON CUT SHEETS Project Engineer/Representative ,f Date Slate Materials EngineePRepresentative Date 11122/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria:Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. Acceptance Criteria.Mfg.Cent of Compliance for'Acceptance prior to use of material. 3 Acceptance Criteria:Catalog Cuts for'Acceptance prior to use of material.Catalog Cut Approved No 4. Acceptance Criteria:Submit Shop Drawings for'Approval'prior to fabrication of material 5. Acceptance Criteria:Only`Approved for Shlpmmr,'WSOOT Inspected'or'Fabrication Approved Decal'material shall be used 6. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria:Request Transmitted to Stale Materials Laboratory for Approval Action. • 8. Source Approved: .o Approval Withheld: Submit samples for preliminary evaluation 1 Prove'Withheld: Existing School Beacon and traffic signal head(LED Traffic Modules to be relocated/ 11 Miscellaneous Acceptance Critena.Remarks reinstalled. (PE) Remarks (HO): "Amend and Resubmit" Radar Speed Sign -confirm solar panel wattage. Provide submittal for banding. This form shall be completed prior to submittal.If this form is riot compete at time of submittal it may be returned for information that was omitted. DOT Form 350471 Revised 0312g21 Protect Engineer Distribution Corrector Reyes,Cperavons Engn..r Fabnranon inspacoon Repo,'Me anals scare meeseals L.ab-'.IS 4'1-.-, Phone (253) 383-5022 Fax(253) 272-5214 ELECTRIC aiNIMMEMEIM Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE-WESTERN SYSTEMS -RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-2 2207 Inter Ave,Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 2 Phone No: 253-841-4837 Date Sent: 11/8/2021 Fax No: 253-841-4816 Type: Original Submittal tbarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes RUGGEDCOM; RRFB; PUSH BUTTONS Please return submitted items by 11/15/2021. Signed By: alortiVz7. Dated: 11/8/2021 Ae Jane Romito Purchasing Agent SIEMENS Ruggedcom does not recommend or RuggedCom Power Cables make a 16 AWG power cord for this switch - the Alpha data sheet was 99-43-0007-001 and 6GK6000-8BA00--OAAO inserted by mistake Power cord, 18 awg 3 wire with ring connectors Used with all RSG& RX series switches&routers 99-43-0008-001 and 6GK6000-8B800-OAAO Power cord, 18 awg 3 wire with bare wires Used with all RMC&RS series switches, media converter or serial servers 1111. SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. i C I ray r -Coornel lb , i]c» CONSULTING ENGINEERS By: DRS Date- 11N5121 . Part#CCH-CP12.59 Closet Connector Housing (CCH) Panel, SC Adapters CORNING Duplex, UPC, 12 F, Single-mode (0S2) Corning closet connector housing panels(CCH-CP) are offered in a variety of fiber counts for use with LANscape solutions hardware products for a done-size Cif - -fits-all"approach.Used with factory-installed or field- installable connectors,these panels provide interconnect or cross-connect capability in a housing at main cross- connects, intermediate cross-connects,telecommuni- cation rooms or work areas.Available with a variety of industry-standard adapter types.the CCH-CP provides an efficient way to securely mate two connectors and of- fers multimode and single-mode applications. Features and Benefits t Universal design approach 011° One-size•fits-all LANscape"'Solutions housings Broadest range of fiber count and adapter types Solutions for all needs Colored icon labeling Easy connector identification Specifications General Specifications Application Enterprise Networks.Data Center LAN/SAN Product Type Panels&Modules Fiber Category Single-mode(0S2) Design -Hardware Connector Polish UPC Fiber Count 12 Number of Adapters per Panel 6 Design Adapter Adapter Housing Color Blue Adapter Housing Material Composite Adapter Type SC duplex Insert Material Ceramic Product Speciricalion CCH-CP1 49 NAFTA_AEN awe tJ l O I I[ r Paget I Revisaon ae 2016.08.08 V Closet Connector Housing (CCH) Panel, SC Adapters CORNING Duplex, UPC, 12 F, Single-mode (0S2) Chemical Characteristics RoHS Free of hazardous substances according to RoHS 2011/65/EU Ordering Information per CO#2(pending) Part Number CCH-CP12-59'1 Product Description Closet Connector Housing(CCH)Panel,SC adapters. Duplex,UPC, 12 F,Single-mode(0S2) EAN Code 4056418206545 Shipping Information Units per Delivery 1/1 Package Contents CCH Adapter Panel with installation guide SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply &conform with the Plans, Specification, and Contract Documents. 400 Greay.k Oaborn.o, Irl,c. CONSULTING ENGINEERS By: DRS Date: 11/15121 RoHS C N N A N Corning Optical Communications LLC•PO Box 489• Hickory, NC 28603-0489 USA 800-743-2675•FAX:828-325-5060•International:+1-828-901-5000•www.corning.comlopcomm A complete listi-g of the trademarks of Corning Optical Communications is available at www,corning.comiopcommltrademarks. All other trademarks are the properties of their respective owners_Corning Optical Communications is ISO 9001 certified, ©2016 Corning Optical Communications.All rights reserved. Product S4,eeAcation CCU-CP12-5e_NAFTA_AEN C ORN I NG Page 2 I Revnion date 2016-08-09 SPEEDCHECK® •.•;INFORMATION G01a PAN Y RADAR SPEED SIGNS te a carmanah•comPany 1.844.412.8395 I traffic( carmanah.com I carmanahtrafflc-con AUTGD and MUTC-, -rpiem linter LEDs Setieniegmenr LED digit drsivn for nrrnrrrr digit recognition i®4 LEDs luuorarically din donna nighttime!°rentiars minimising ii et►xneeintondpbborrq • splay windows Unque safety aerskuv*sir Innis*Way vow from Me side,diemuaging duties Mom JnibbeMIc toroth the&spin as Meet drove pest SPEEUCHECR•115 � o teslerdot hostingivers briorirsrsbitywaifyhungcnndiians lie `delis hodlrni even n bright w i In 3275"157,Bcml P'r➢Ciorlwtleryor solar apslemopMralion � �(••"vv)s r Ct Pmrm per S F.2��.� 31'178,7mil res —_—_.edi _..-._ 35 W• hs rypiGl daytime drsllAhetleswrbeteoKc•adbod "IIP M •(12Tcm __ — ROW _ _mow.. - _.. 3M$title Sign Aw Nigh Intensity l4imaat a Diarrrard bade arm re Bello ccuve:i�etirlg and comments (0r191NGhan r.wi�3tR38a�asn►ellowgiear�µvie aiab9Y1 I a maw SPEED4i4ESK-18 Crnvrurrcasrm �0°'b deb recant etaema,mditAF readan.a d lhva na r doom cmmiinicasian [Ff".... . � 3 _—___ .alrtaaarsllebb "— t1.75'157 Scm► Cankrasdcsetaldectrenfo -00to117°FLOto75°0WonwaaU►e�le�e "s5 Einmonnienl31 S 3D Hi 3axa uhatiri 31"RS7cntl `-... . FCC15,107sid15.109QtssArariamd gel mnductedemissions compliance "/ 5'11Z7avd Hadar FCC pa115 brrpow�devica Warranty 3-year imiMI warranty Standard Ban i:Ja:•ii4P 1ik 8taiMnr tee QuiYrattee5e�siebkl � oe Sdre-Ader Menages trimmed schedules and itwise ar a waver wid+a 2-Year scoop bet __ Tia Hi Gilects data.unre err)spatrJ q1r wet 780.DDD rargei r,:trcios:rare bra sr csi pm my:��` A taksrs (wrrarases Barr p e defined weed ppaplace reports ;WNW EMS. Provide submittal for banding. ,,: � Please note, banding one �H ' i luminaire shall be color black. - - ei Top a Pole Solar Damn S.x a1 Pnin.Satin t er; SPEEDC1tEC1t 15:xl-17E.?rznl 30"X30" -.1 4- YOUR i i . / ,f% SPEED �i ° eY PEEDN. IOU. 4 Cabinet to be ai sac+ ,f-41 , l ':121.3 u l 1 3n. unfinished in color ini. and SUBMITTAL REVIEW ;SPEEDCHECK-15 only, Na Evoepnors TAker 15rjte1�yt1 MakeGonechonstkAssi YOUR YOUR YOUR • &nano 8 Resrwrrat ,3 I33.Dun� __ Relrt.a-S«Rroaarkx SPEED SPEED SPEED does RTAHT NOTICE nir TN*renew �'raiR SPEED YOUR 5 EEDI �Y,lm1 3 EEO does nnl relieve car ply&r eon his is'(10.6cps S-5'124,1 oat reigns bray t4 onMy a_ankrmr with eu Plans SoapAuecrn and Corgi-act Dec lmares $/eoi8eaAas subject la heal wvinmwad c.nOtss 11010 s 1 All Camel,Oida to are manufactured in facilities anal are c Cam. •i US Patent No 6573,699,Omar prtents pending, OCASAIINGDC---- 'CartnanaPr ail Caw Wail lag0 are Mddrmatts al Carron*i of ORS Date.11122121 02018.Camiguin ftttumlgoesCie Document SPEC_TRA_SpeWDtect•raiw-reed-sgm_Rev4 Beacon/Displays are provided by Carmanah for School Beacons, they can R829-G not be changed to McCain 0 ca rrna na h Cabinet-Based School Zone Flashing Beacon 1.844.4I2.83951 Iratfitecasntaneisconi j catrnaoah.corn Cabinet to be CAHIr/,-r ramli-:d'.uir1; Natural Finish sigiommommummis A Adjustable system settings with auoratollieg LED fiopi r,i ua latest EMS r + / Syxrcr,it'll_FURL and fault detection battery,solar buttal.hsetart radio,deti night • .: Rmh pettents;KB IWW+SI.RF81 IWW+S legacy.111-32 fWSGOTl.0.5 set ,, r alamalingIMUTWI,0.5 sat.unison(MUTCOt.aS sec.x3alreenetru4MUTC41, •d 21.0' • T3.7' 0.1 sec when 0.25 sec unison,0.1 sec.x3 Wck lieges unison,a 1 sec.3 Quid[ 531 mm I■603 rent luhes aMarnehg star Fi On Axtt manemar ter puslnunar actinides,Ittnmally open wade nesmailt cloud 2.5' rotten .t MT Dn43oertl Flash duraniorr 5 sac m t hr a a u o I .� Ii User Intensity selling 10 to 1400 Ina for mall*Qatar beams.N 0s,or LED 15.7' B.2' 10 enhanced signs am 399mm 208 mm recitative chroming 10to1013%at daytime mennitp Ambrose Aunt Adjust:income*meaty during height data u Automatic Light Cartrel:mixes intensity it the begat r5 aweIeett'low T6Inpwratara tttnegdan yaltrw beacon Calendar internal time clock fsrction Radio setern)s estableldsable,satecta6la channel from 1 to le r.:_A ii PA t:F: '.^-);ltF":1CJG Oulpa.enabled when beacons flashing dererne and nighttime w ngenima only Eq.fo•relay control d overhead lighting 4.5'0uatasr Round Tap or Pala Mount Side al Pole Mount ktitratrwt counts aid date reporting wa OBUI ix aptXamel 1133 connechat 1* A (buanel arvtptea wireless radio ail 2A Gtgr nosh technobpy toOptional ratio allows calendar ne wre program,newel nida xan1d4 or input*Ace 1/ / from o one*non rswot*contest othersystenns B , C F� ' I-0 Bwren UtwieiecWhle*Askle dsarmds togrog statue*beams sulisa ase.t robust Carmncenn wirakss signal 4 ' 44 D Instaruanceeswidensactivation.c150es '' /4' • Molest tangs.WOO iti305mil I E I Ydprawd,vandal-proof manna Sake*Pam PANELS' A B C D E F G AC 100.Z40 VAC input 6-14AWG p W 136- iA.S- I3.B' Replaceable AC-0C patter supply,cloud Irene t tarnsal texli wiring 1345 mod 1470 mrnl p50 mml SOW 217 28 - 19.6' I r 267' 21.2' 180' Energy 4538 mrr4 I--,nor) 407 mmI (25a MR mesh 1538 rest (405 we Collection 3ar 20S 197 Air rir 28.5' I t8.7• BOW f780 , 1672 nod 15130led t254 null 4 ,'mml I672 nest i 15001rad 12 Y Wary system with multiple sites:35.55.t 00 Ali •Corm • III conduct a eke assessment and geode an Ene Balance &urgrt Replaceable.rac7clable,seared,mairaetsrce-free,baa8 us-s ABM batteries Repent" determine die correct solar penal and battery site. Swage odor the widest tamtaaturc tango and longest life 8mtary design IIIIo:r5 yrs. Weatherproof,rIasketed onclonum with rants for ambient*model INEMA 381h lockable,hingol friar with e2 irk Optimal pmfockable latch Cabinet Conminmrcai stare aernirium with stainless steel*dawn Cmsouctioe 'Raw ennumtiagh - Yw'etlsse4fkolerer'dwen Punts rna e 4 Ptanattd m mdnirriw instaiaticw ome C:11 Brxrn Bumf 8naf ltigf refficaentcy mined and EMS.din ueatralepad,lightweight sysi2s•e -10 to l65`F t-10 to 74'CI waren upaating tenpecatise !� ?!:1 till, l�l e., i) e1 ; .1 8apmmnnly It _ ;� SUBMITTAL REVIEW E .1 Al No Exceptions Taken a�� l Make Corrections Noted Aclwatiae a Amend& Resubmit Single head Existing School Beacon Gil X Rejected-See Remarks mounting not equipment to be x, IMPORTANT NOTICE: This review shown relocatedireinstalled. Wa nary does not relieve contractor from his -- _ ;'ones responsibility to comply&conform t.•.I I'i:-amphora:20091AUTCD,Chapter rt..lashinc Beacons,Manual oe Urararm a with the Plans, Specification, and _Galfic Lonna'Comes IMUTCGO I Contract Documents. ITE VTCSHIED Circlet Signal S.ipplumora compliant meats ITE or 13x ITE Optical intensity Must used as mcommended Specificahan: Oalb go. t2nt305 nerd or8•w1223 rmp&reelerUPmodules.)eraw All Garen; �� Nigh oaiaier tEDs..913%bunT nsmrlocancu 1L9d1lased an IES IA4-8O _ p rr ere Inc..__ TIbu,bt',n.cigre2Fiignal heads m UV-resantant abnwrum v CONSULTING ENGIr:£ERS n'" it,I By: DRS Date:11/15/21 Customized special for Carmanah The LEDs are provided by Carmanah, they don't use GE only Dialight because they use a 12 VDC instead_of AC in the LED's for School Beacons Ialight A Robust High Flux LED Technology ••••• LED Traffic Modules A Ideal for Solar and Battery Application When Used With for use with External Constant Current LED Driver Provided by Others DC Drive Applications ♦ Long Life ♦ Standard S"and 12' Modules ♦ Fully Sealed Module ♦ Incandescent Appearance • , All existing traffic A Abrasion Resistant Lens Coating • signal heads/LED Traffic Modules to be A Easy to Install into Existing Signal Enclosure relocated/reinstalled. SPECIFICATIONS A Constant current DC drive source required A Operating Temperature Range: -40°C to +74°C (provided by others) ♦Vibration resistant to Mil-Std-883, Test method A Quick connect terminals with spade I tab 2007 adapters ♦Moisture Resistant per MIL-STD-810F, Method A Colored Wire - Positive, White Wire - Negative 506.4 for rain and blowing rain Caution: These Dialight LED traffic signal modules do not contain any internal LED Driver circuitry that would limit the current to the LEDs.These LED modules must be driven with a customer supplied constant currentsource.Failure to drive these LED modules from a constant current source or exceeding the drive current specification for the devices can result in catastrophic failure of the LEDs. Since LED drive current is a function of the system design, LED product warranty is assumed by the system designer supplier. 8" (200 MM) SIGNAL MODULES WITH NO INTERNAL DRIVER CIRCUIT Min Luminous Dominant Max Input Part Number Color Lens Type Intensity' (cd) Wavelength (rim) Drive Current (mAmps) 433-1110-000XL Red tinted 165 625 375 433-3130-900XL Yellow Tinted 410 590 520 433-2120-000XL Green Tinted 215 500 600 433-2170-000XL Green Clear 215 500 600 I 12" (300 MM) SIGNAL MODULES WITH NO - • . • • - SUBMITTAL REVIEW — Part Number Color Lens Type Min Lumi Intensity' No Exceptions Taken Make Corrections Noted — 433-1210-000XL Red Tinted 365 Amend& Resubmit _ 433-3230-900XL Yellow Tinted 910 X Rejected-See Remarks — 433-2220-000XL Green Tinted 475 IMPORTANT NOTICE: This review 433-2270-000XL Green Clear 475 does not relieve contractor from his •Measured at peak intensity point,when driven at the above specified max input drive curre responsibdity to comply&conform with the Plans, Specification, and Might reserves the right to make changes at any time in order k Contract Documents. The most current version of this document we atwo ""�� _ � � www.diaight.comlAssets/Brochures Arx!-CatalogsfIllumin qeb 'Fmo4 i . its F.�.,K� Amy&dsborne, CONSULTING ENGINEERS www.diafight.com By: ORS Date:11/1 5/21 • - 7Washington State V Department of Transportation Request for Ap )rout of Material Contract Number !FA Number CAG'20.065 Section 1 Tolle of Project Gamey DUVALL AVE NE Contractor Slboareraclor REED TRUCKING&EXCAVATING,INC _ ELEC?RIG For WSDOT Use Only RAMC 05.8 ,I,",:tic Bel lea Neale or Name and Location of Fences,Mirefacaasr a pit Number Sllectacati xl PPElQP.Coos Ndgtr'OPt 140 use No .Prockcalipe R deranCe Code 85.03 MULE TAPE NEPTCO,PAWTUCKET,RI I8-20.3(6)A 19-29 3,8 72 STRAND " 85.03 SiNOLEMOT)E CORNING.CORNIGH,NY 19-29.341)1 9-29 10-a 85.03 PATCH PANEL WESCO,SPOKANE.,WA I8-20.3418)AI 9-29 ON r i 85.03 SPI MODULES COMMSCOPE,HICKORY,NC I9-29.13(10)A 1 9-29 a,e 85.03 SPLICE CASE COMMSCOPE,HICKORY,NC 9-29 3,8 METER PATCH 85.03 aLtiRA WESCQ SPOKANE,WA 19.29 13410041 949 10-6 85.03 SPUL VES COMMSCOPE,HICKORY,NC 9-29 3,8 85.03 TRACER WIRE GERALCABLE.HIGHLANDHEICIa-20.3 1aio 19-29.3(2)Aa 3 8 Prc)ect EngtnoeRRepresentig re Slate IleWieta EnginasrlRgpreeerttatlre Date -.'t+ I 1211/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1 Acceptance Criteria Acceptance based upon'Satisfactory'test Report for samples of mate/tale to ne•ncorporateo Into protect 2 Acceptance Cnteria. Mfg.Cart of Compliance tor'Acceptance'poor to see of material.3 Acceptance Criteria Catalog Cuts for'Acceptance once to use of materiel Catalog Cut Approved vas Q No 4, Acceptance Coterie:Submit Shop Drawings Mr'Approval prior to fabrication Of malurl . 5. Acceptance Coterie,Only'Approved for Shipment' 'WSOOT inspected'or-Fabrication Approved Decal'material shall be used. 8 ACcaPelece Criteria Submit Carltficeta of Materials Ongirt to Peoaeet Engineer Office 7. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action e. Some Approved: 9, Approval WIMImat Submit samples for praaiminary evaluation 10 Ammo Wl1htse4¢ 10-a:PRODUCT CUT SHEETS DO NOT HAVE ENOUGH INFORMATION TO DETERMINE IF PRODUCT MEETS SPECIAL I 1 Mticetanegus PROVISION REQUIREMENTS.SEE HIGHLIGHTED TEXT BELOW FROM THE REFERENCED SPEC SECTIONS. (PE): 9-29 3(1) 10-b:PER SPEC,THESE SHOULD BE LC TO SC PATCH CORDS. Remarks 18-20.34 1 B)A 1 (HO): The fiber Optic cable network snail De sine moot.nonzero drsfer5ron Shiflett avow gibe fiber capable of supporting Wei SCNET transmission speeds and protocols up to 2 4 GEs Patch panels shall accept SC style connectors and NTSC quality color vdeo applcatocrs -race'vie.ill need to 3e in catty of furled in conduit Mil feet cable This bone snail be completed prior to submittal if the form is not compete a1 time or submittal ft may be returned far Information that was omitted DOT Fonts 3:0-071 Reviled 032021 ore eci engineer Datntit,rran Game0A0, N.gmn Ooeratioru Fesereet Fee„are.,irwperiior, Region M etwiW Stem MMene!,i a& N IS 47365 Phone (253) 383-5022 , 11. ;, Fax (253) 272-5214 •,` ELECTRIC ailintantelip Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE - FIBER - INTEGRITY To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-11 2207 Inter Ave, Suite A Spec Section No : Puyallup, WA 98372 Submittal Number: 11 Phone No: 253-841-4837 Date Sent: 11/8/2021 Fax No: 253-841-4816 Type : Original Submittal tarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Status : Pending Return To Jane Romito Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma, WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes FIBER Please return submitted items by 11/22/2021• Signed By: Dated: 11/8/2021 Jane Romito Purchasing Agent i nte � !� Duvall Ave NE g y OSP - Product List PART NAME MANUFACTURER PART NUMBER NOTES Muletape 3000'Reel NEPTCO WP1250P-3000 Altos 72 Strand Singlemode Fiber CORNING 072EU4-T4701 D20 Pratarrrinatad Patch Panel with 100'whelp 24 strands CSC ADC24CLC31 MCD00 8 Splice Tray with 2 SM-12 Splice Modules TYCO FOSC-ACC-B-TRAY-24 B Splice Case with no tray TYCO FOSC458-136-6-NT-0-BOV LC/LC SM 2 Meter Patch Cords FOAS 808076 Splice Sleeves TYCO SMOUV #14 AWG Yellow Trace Wire THHN-14-SOL-YEL-2500R ___NEPTCO DATA Polyester MULETAPE® Description Flat,woven, polyester tape used for Installing fiber optic,copper, and coaxial cables In underground conduit. Features & Benefits A Lubricated for easy pulling and reduced friction A Durably printed with sequential footage or meter markings' A Available in a variety of pulling strengths from 200 to 6,000 lbs. (91-2727 kg) A Low elongation for enhanced worker safety A Lightweight and easily blown into conduit or Innerduct A Available In splice-free lengths up to 100,000 ft. (30 km)for faster, easier installation / Packaged on sturdy wooden or plastic reels A Easily spliced using conventional methods or the MULEKNOTT" Please refer to NEPTCO's applications bulletin for instructions on splicing using a MULEKNOT. POLYESTER MULETAPE PRODUCT ORDERING INFORMATION TYPICAL TYPICAL MINIMUM MAXIMUM BOWLINE MULEKNOT REEL REEL STRENGTH STRENGTH STRENGTH LENGTHS LENGTHS APPROX. PRODUCT tbs (kg) lbs (kg) lbs (kg) ft (km) ft (km) WIDTH WP20ON•' 200 (91) 110 (50) 150 (68) 3000 (1) 100.000 (31) its" WP400P 400 (182) 190 (86) 300 (136) 3000 (1) 100,000 (31) 1/4" WP600P 600 (273) 360 (164) 468 (213) 3000 (1) 100,000 (31) 3/8" WP900P 900 (409) 480 (218) 770 (350) 3000 (1) 100,000 (31) 1/2' WP1250P 1250 (568) 760 (345) 900 (409) 3000 (1) 70.000 (21) 1/2' WP 1800P 180C (818) 830 (377) 1400 (636) 3000 (1) 50,000 (15) 5/8" -RP 1800P 1800 (818) 830 (377) 140.) (636) 3000 (1) 3,000 (1) 3/8" WP2500P 250 (1136) 1300 (501) 1800 (818) 3000 (1) 25.000 (8) 3/4' PP3300P 3300 (1500) 1900 (864) 2900 (1318) 1000 (.3) 3,000 (1) 1/2' 1P4000P 4000 (1818) 2300 (Y 045) 3500 (1591) 1000 (.3) 3,000 (1) 5/8" RP6000P _ 6000 (2727) 3080 (1400) 5000 (2273) 1000 (.3) 3,000 (1) 3/4" • Al products are also avollabb um:tinted ••Product Is only avedlabe uncrInIed PLEASE SEE REVERSE SIDE FOR ADDITIONAL INFORMATION AIINEPTCO NEPTCO .30 Nwr44^%hanr P©wrucke• Itnpde Island 02361 Phrne-401,722.MOO• Toll-free.300 164 6443•tor. 401 722 6178•Web,www.rm6eripe,riom NEPTCO DATA Recommended MULETAPE® For Outside Plant Fiber Optic Cable Installation In order to avoid damaging delicate fiber optic cables during installation, it is crucial that the cables not be subjected to excessive strain. The charts below will assist you in selecting the appropriate MULETAPE product for your application. All Dielectric Fiber Optic Cable Approx_ Approx. Cable NEPTCO Ibs/MFT Diameter Product Fiber Type Fiber Count kg (km) in. (mm) i WP900P LOOSE TUBE 2-24 FIBERS _ 70 (104) ,39 00.0) J WP1250P LOOSE TUBE 25-96 FIBERS 130 (193) .58 (14.7) WP1800P LOOSE TUBE 97.288 FIBERS 200 (297) .79 (20.1) WP1250P RIBBON 12-96 FIBERS 115 (171) .59 (15.0) WP1800P RIBBON 108-216 FIBERS 180 (268) .69 (17.5) WP1800P RIBBON 288-432 FIBERS 280 (417) .96 (24.3) WP2500P RIBBON 864 FIBERS 290 (431) 1.05 (27.0) Armored Fiber Optic Cable Approx. Approx. Cable ' NEPTCO lbs/MFT Diameter Product Fiber Typo Fiber Count kg (km) In. (mm) WP900P LOOSE TUBE — 2-24 FIBERS 124 (185) ,51 (13.0) WP1250P LOOSE TUBE 25-96 FIBERS 197 (293) .66 (16.7) WP1800P LOOSE TUBE 97-288 FIBERS 326 (484) .89 (22.6) WP1250P RIBBON 12-96 FIBERS 150 (223) .59 (15.0) WP1800P RIBBON 108-216 FIBERS 200 (298) _ .69 (17.5) WP1800P RIBBON 288-432 FIBERS 363 (540) .98 (25.0) 'NP2500P RIBBON 864 FIBERS 431 (641) 1.10 (28.0) Note: - The duct till ratio should be less than 50% by cross-sectional area. - the area of the cable divided by the area of the innerduct should be less than or equal to 0.50 for ease of installation. 1,41.. WARNING MULETkPV: For cable installation only. not strap,hind ur lift ilt�rns Aidsh this product. NEPTCO warrants that its products will work in a manner consistent with the capabilities described v the data sheet. rhis warraanty shall be void if the product hos been tampered with or improperly used. Except for the express warranty and limited remedies described above.NEPTCO disclaims on other warranties including replied warranties. NEPTCO and its authorized agents short have no other(lability beyond the price of the product,or damages to a purchaser.Including consequential damages occurring in connection with the use or performance of the product. elf PTCO•30 hotelet Skeet_PewWCMet.Rive,isirxe 02001 II EPIC° Fuego 401. 2.6800•Toll tree;600.361.b116•For.401.722 378•Woe ...woo mubr tee.com 01 0 201b rverrcn•Meted in u,s.A•err a MlW.4PE a a motored Xaintak of►' P==Q.Incorporated " TAlti hW tkxatOl it 0 re0dernork at NEPM O,Ineomora led p.. ALTOS'" Loose Tube, Gel-Free, All-Dielectric Cable with FastAccessTM Technology CORNING 72 Fr Single-mode (052) Coming Cable Systems ALTOS°Cable with FastAccessT"Technology is an all-dielectric gel-free ca- ble designed for outdoor and limited indoor use for cam- " �! pus backbones in lashed aenal and duct installations. j' The innovative FastAccess Technology feature combined with the all-dielectric gel-free loose tube design simplifies j r removal of the cable jacket reducing cable end access time by at least 50 percent.Equally important is the over- all reduction in risk of inadvertent fiber damage and risk to installers from sharp cable access tools,The cable is fully waterblocked using craft-fnendly,water-swellable materials,which means no dean up is required.The flexible buffer tubes are easy to route in closures,and the SZ-stranded,loose tube design isolates fibers from installation and environmental rigors while allowing easy <, midspan access.The all-dielectric gel-free cable con- struction requires no bonding or grounding,and these cables have a medium-density polyethylene jacket that is rugged,durable,and easy to handle.A variety of fiber types are available including 62.5 pm and 50 yam,single- Part Number 072EU4-T4701D20 mode and hybrid versions,as well as fibers with Gigabit and 10 Gigabit Ethernet performance. Features and Benefits reA Lamer RtEI®r . Rwywhyt re MEI Contains FastAccess MI Technology Miter Jacket Innovative cable jacket feature reduces cable end ac- � —Oi e,c'rc cer•r.l cess time by at least 50 percent and reduces overall risk ow of inadvertent fiber damage as well as risk to installers a from sharp cable access tools '• Foer Medium-density polyethylene jacket MMar-swrtlrMr Rugged.durable and easy to strip while providing supe- wor nor protection against UV radiation,fungus,abrasion and other environmental factors Fully waterblocked loose tube all-dielectric gel-free design Simple access and no clean up cross Section at Part Number 372E04-T47011020 Industry-standard performance Meets the requirements of Telcordia GR-20.Issue 3 and ICEA S-87-640 Available in 62.5 pm,50 pm,single-mode and hybrid versions Ready for any application including Gigabit Ethernet and 10 Gigabit Ethernet ProadSpeciNrallon072EU4-T47o11320,NAFTA_AEN CORN I NG page,I Revision date 2012.11 00 ALTOS® Loose Tube, Gel-Free, All-Dielectric Cable with FastAccessTial Technology cORNI 72 F, Single-mode (052) Standards Common Installations Outdoor lashed aerial and duct. Indoor when Installed according to National Electrical Code(NEC ) Article 770 Design and Test Criteria ANSITICEA S-87-640 Specifications General Specifications Environment Outdoor Application Aerial, Duct Cable Type Loose Tube Product Type Dielectric Fiber Category Sine-mode(052) Temperature Range Storage -40'C to 70'C (-40"F to 158'F)' Installation -30'C to 70'C (-22'F to 158'F) Operation -40"C to 70'C (-40'F to 158'F) Cable Design Central Element Dialectic Fiber Count 72 Blue,Orange,Green,Brown.Slate,White.Red.Black,Yeilow, Fiber Coloring Violet,Rose,Aqua Fibers per Tube 12 Number of Tube Positions 6 Number of Active Tubes 6 Buffer Tube Calor Coding Blue,Orange.Green,Brown,Slate,White Buffer Tube Diameter 2.5 mm (0,1 in) Number of Filling Elements 0 Tape Water-swellable Number of Ripcords 1 Outer Jacket Material Polyethylene(PE) Producl Spec:4E101ex;C T2E,J4-74 701020 f‘,1AFTA_AE N COCORNING Pagel 21 Rension date 2,012,11-06 ALTOS® Loose Tube, Gel-Free, All-Dielectric Cable with FastAccessTM Technology CORNING 72 F, Single-mode Cable Design Outer Jacket Color Black Maximum Fibers per Tube 12 Mechanical Characteristics Cable Max,Tensile Strengths.Short-Term 2700 N (600 Ibf) Max.Tensile Strengths,Long-Term 890 N (200 lbf) Weight 73 kg/km (49 lb/1000 ft) Nominal Outer Diameter 10.5 mm (0.41 in) Min.Bend Radius Installation 158 mm (8.2 in) Mir.Bend Radius Operation 105 mm (4.1 in) Chemical Characteristics Free of hazardous substances according to RoHS 2002/95/ RaMS EG Fiber Specifications Optical Characteristics (cabled) . . Fiber Type Single-mode Fiber Core Diameter 8.2 pm Fiber Category 052 Fiber Code Performance Option Code 01 Wavelengths 1310 nm/1383 nm/ 1550 nm Maximum Attenuation 0.4 dBfkm/0.4 dB/km/0.3 dt3fkrn Serial 1 Gigabit Ethernet 500C m/- /• Sea:3i 10 Gigabit Ethernet 10000 mi. /40000 m •rt.,1.1.G.052 0 c,ompkant. 'Mims C.75 ns aptical skew,vPe'uses,n all Carting C24310 Systems Plug&C'tsyr"/Prstlum EDGE"Systems Solutions Notes ly Iriprnved ananuadon and biencw.dds optional inesilibilo 2y Bend•intsensdive single-mode Users aysimitrio on request 3Y Contact a Comm CaoM Systems Customer Care Represantatwo tor ad0rtiona0orgorrnorron Product Svrctlication C72EU4-T470i02024AFTA_AEN CORNIING Pow 31 Resisicrk dale 2012-11-0e ALTOS') Loose Tube, Gel-Free, All-Dielectric Cable with FastAccess TM Technology CORNING 72 F, Ordering Information Part Number 072E10-T4701020 ALTOS°Loose Tube, Gel-Free,All-Dielectric Cable with Product Description FastAceass'm Technology. 72 F,Single-mode(0S2) RoHS C. Corning Cable Systems LLC•PO Box 489•Hickory,NC 28603-0489 USA 800-743-2675•FAX: 828-325-5060•International: .1-828-901-5000•www.correng.comicablesystems A complete listing c:f the trademarks of Corning Cable Systems is available at wwcornlJlg.com/cablesystern5trademark . Corri;rig Cable Systems is ISO 9001 certified,CD 2012 Coming Cable Systems.All rights reserved. WodUCt Spuciketlon 072EU4-74701020_NAFTAAEN C 0 RN I NG Pine 4 I Permian date 2012-11-06 THIS DOCUMENT IS THE PROPERTY OF WESCO ``Q. ANY USE OR TRANSMISSION WITHOUT OUR EXPRESS WRITTEN CONSENT IS PROHIBITED. THIS PRODUCT BUILT BY FIBERTRON AT WESCO , ASSEMBLY: 2202 S. 7TH ST :+ s PHOENIX ARIZONA B5034 PH: I-602-226-1600 fr+► i, a • Ala% L1141444441 .t. ..,, 1 -r,,.. , ...,„„...,,4. i I I r�'�'+'_„ ' ♦. i' � "•--"'+ tflk G9R-2{SIISi.CIi-tIp �+ '�r #' i i t . . SPOOL t,crcA �uT 11 J. . ' �R s 1.42T Ste+ .i ,t B#TAIkEB 4T TOE - J1 • * ... BOTTOM OF THE ITT n ,.' II SA09K. BasrcE+ s oa,ra.e ...e . NOTES/SPECIAL INSTRUCTIONS: ,4 ._._j, — MICROSCOPIC ARO OPTICAL POWER TEST PER FOTP-171 CERTIFY OPTICAt PARAMETERS OR EACH FIBER END UNIT: IN TITLE: PER MANUFACTURERS CURRENT SPECIFICATIONS �"��'��'vvvv BUILD PIKE-TERM FIBERTRON'S ASSEMBLY WILL MEET/EXCEED MANUFACTURER`S SPECS SCALE NONE AQC24CLCXXx46CQOO DA spte=012.1914OK PART NUMBER. LMliigrr+s TMfS DOCUMENT IS THE PROPERTY OF WESCO ., 3.0.10,,,,, ;,Oq ANY USE OR TRANSMISSION WITHOUT OUR EXPRESS WRITTEN AMU it 1' ♦OC24CLCxxx1AC000 CN RGLORIA CONSENT IS PROHIBITED. TEST RESULTS INCLUDED ow DWG .: rv, Ill em• ir v a • . /tit/''''''il \\' °el:: { ♦ • • o • .-� sr X it X 18- , s PP* COR-2ti'IL0P-IGai O ,�../ 24f SW 061 ETOO><XII L BOM ------ or! { P* DISC I 4IW2I FO CIL CLAMP 1111 I 408301 ',ITS mom EXT?NDER I I 44111N ro 24P ILMd 2 " 494152 f0*/0 CPLRS RAW 1 60,1c19 1A2'I SuSAh luPIiTAIIT 2 1041a1 r0 PNL 6P 1riSu a oPLY 1 851018 f f0 CABLE P*ovtcio*XII I IC04-24S►IL CIA X1tM 24F Su OSP I.t/UPC 00 XXIXM I 000D60-01_ pox 12[3213Y Alt *All COP ......RIB d Ma. 1 • NOTES/SPECIAL INSTRUCTIONS c� + I ,ABBEh8Lt MICROSCOPIC AND OPTICAL POWER TEST PER FOTP-171 CERTIFY OPTICAL PARAMETERS OR EACH FIBER ENO UNIT: IN TITLE: PER MANUFACTURER'S CURRENT SPECIFICATIONS BUILD PRE—TERM FIBERTRON'S ASSEMBLY WILL MEET/EXCEED MANUFACTURER'S SPECS SCALE NONE ADC24CLCXXXMC000 UNLESS OWED PART NUMBER: aR SPECrtIEO TOLCHANCI5. 1 Yf18iorris THIS DOCUMENT IS THE PROPERTY OF WESCO AA :oso =_. s 01 ANY USE OR TRANSMISSION WITHOUT OUR EXPRESS WRITTEN Mai s I. COR-24SMLCU—xXXM CM RGLORIA CONSENT IS PROHIBITED TEST RESULTS INCLUDED cwt' 0*6.r. AP 2/2 86 927- 000 I FOSC-ACC-B-TRAY-24- KIT '.� FOSC®Fiber Optic Tray Kit Product Classification Regional Availability NOfitlArnerica Product Type Fiber splice tray Product Brand FOSCO Product Series FOSC 450 General Specifications Application For tee with FOSC-450 Fiber closures Packaging and Weights Packaging quantity Regulatory Compliance/Certifications Agency Classification CHINA-ROHS Below maximum concentration value REACH-SVHC Compliant as per SVHC revision on www commscope com/ProductCompliance ROHS Compliant 021 CurnScup!pK i1I rwnes Al trodeminom ntfiatl be .•-,t WC.rag*urvd tmutorrarka. nmpectiees.of: All speCtkamons gm subvert to cnit*r mahout-Nct ce as.~le eomrnxcop0 erxn tnr the COM M SCOPE. mas4 carom infortnepor kr.4.d'.%y I I.Mil • 186070-000 I FOSC450- 86-6- NT-0-BOV FOSCTM450 86 Fiber Optic Splice Closure, Gel Cable sealing, no pre- installed tray, 6 cable attachments, with test valve • Single-ended.0•ring sealed dome closure for splicing feede•and distribution cables • Gel cable sealing technology allows easy adding or removing of a wide size range of cables • Compatible with most common cable types.e.g. loose tube.central core,ribbon fiber • FOSC splice trays hinged for access to any splice without disturbing other trays • Closure can be used in aerial,pedestal and underground(up to 5 meters)environments • Compatible with CommScope's CWDM modules and optical splitter trays Product Classification Regional Availability Latin America I North America Product Type Single-ended,round fiber ctasure Product Brand FOSC' Product Series FOSC 450 General Specifications Cable Entry Drop Port Style Round Cable Entry Main Port Style Round Cable Ports,quantity 6 Cable Sealing Type Compressed gel Closure Sealing Type Dome-to-base clamp with 0-ring Closure Style Single-ended Color Black Fiber Storage Basket Type 86,BS standard size Mounting Pole I Strand I Wall Network Area Type FeeCer Splice Tray Included,quantity 0 Splicing Capacity,Mass Fusion,maximum 288 Splicing Capacity,Single Fusion,maximum 144 Splicing Capacity,Single Splice, 12 fibers,maximum 144 Splicing Capacity,Single Splice,6 fibers,maximum 72 Splicing Type,Supported Mass fusion I Single fusion ear0 C lweeee if All„ ..u...4i e4 tteeermena 41140430101ev `11111i ea taaraw..MeO M M SCOP E wIN ,COCOC.xnrnalaPP SOPCOIc u a VIte ,u am 1ipM t4 opigo�mmotriwoa (ww#eq IdlpiRwm rnr IS. e t u$ ++ttomre?'on %wlsee Decernbev 1,:Ozo 186070-000 I FOSC450-86-6-NT-0-BOV Dimensions 610mm 124.016in Diameter 254 mm ( 10 in Diameter,with damp 291 mm ( 11.457 in Main Cable Diameter,maximum 25 mm 10.984 in Dimension Drawing D '�I Trigger 11111 1118 _li t!� l [1111111111111 Gel Block Profile Li: , is! .. ,+j =j Clomp Dome �'�,;-,' fe*::* Ordering Tree Iwo� r.B.;Af I NI s y srNd N+a*ts stks 4dw+tdrtl or$of'gm*rnq nreo Ir*t m s. .1rw.ww011,00100mot$weer mtrAs br!ruble:!IC u,eo4r wOlhaul gado. See ww ranenNLuQr C.rrn'M tM COM MSCUP E oweeiriwisinweemori RIfvlwd.No+ntxr 4 2trzn 186070-000 I FOSC450- 7-6-6- \T-0- 301/ FOSC450 - XX - X - XX - X - XXX a..v.Sias 6000 I { ; tiaxr for fimh Aug 4 Nokia way tor.J a1o. 151. 41 I LAA,4 Cn.7". _ -__, �j 6tn►i.mry fa'drt.?.e 41 1 ,w t+a...w.w#r w.4w..Cie S.eli. (1.Sd`.7lte. w.....q+......yrawrw Neale.of Mari twMrwele Wes L...n.d..lerlwa..00**for*IS �ta02."6r)o —. . Acab•:l •"rM.5 tWWA kr Yq __ osok:SIAs-..ire added Z ca wary:,0,4 ilt Ri; — aro.+a h dlho i#kip Ka n.i Ditrowne .WA.40 IS Gape *An et Wu kg .1.,nO re MS r....A.r...+•A.er...i. 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Material Specifications Material Type Impact-resistant polymer Environmental Specifications Environmental Space Below ground I Butted Qualification Standards IEC 61300,5 m waterhead Water Resistance Flash test valve at 5 psi(40 kPa) Packaging and Weights Packaging quantity 1 Packaging Type Box ( Carton Weight.net 5.9 kg 113.007lb Page 3of 1 tZeZU C 111** ,IN AA i t raaMMaY e91lerr.r�+saeelii o W It a are repalwe 1 tuwdaa*0 tl .. MI al +MG.S ane.waMt 1D Ob.AMeeNMuM,taMoa See>aweAaonvwa000s mere ro*Ihe COM MS Ct3P E mein miner)*ed^w•rMrOn ae..aesi tlecemeer a.20211 186070-000 I FOSC450-B6-6- NT-0-BOV Regulatory Compliance/Certifications Agency Classification CHINA-ROHS 6ulow maximum concentration value ISO 9001.2015 Designed,manufactured and/or distributed under this quality management system REACH-SVHC Compliant as pet SVHC revision on www commscope.com/ProductCompliance ROHS Compliant .a ISO 91 ) 20Y Y Vi:r A;:(4 42020 Cammsco*4tC Ali rpatt teermed.All ttedemerks alenehrl et 4 or`eteeep.seerea teerlsrnu+ks. aeepecurery,et Con rrricow All eaec+8cst+aie are subject pa canto,mama reieoe.See enter oeaeaersooe oar,it,lee COM M SCV P E meet asnnt eitamastbn demised D.sember A,2C I F1BERTRON ASSEMBLIES 430B076 Cable.Fiber;Singlemode;Duplex:7 ft.(2m1 ;KU 4711095.00203 In/ Specifications Description Specifications Length: 7 ft End Connector. LC A: Length-Metric End connector Lc Type: tlei- Tronarobeleo Sinipemode End Type A: Ceramic:Arndt Mode: End Type 8 Cereim Ferule Cable Creole:, Cortstmaten: jacket.Racing: CM 103897-000 I SN OUV-1120-02 SMOUV Fiber Optic Splice Heat Shrink Protective Sleeve for FIST Trays • Provide mechanical and environmental protection for fusion splices • Optimal design for simple and correct fiber entrance • Hot melt adhesive especially developed for optimal flow • Transparent heat shrinkable tube for simple installation verification • Short installation cycle and compatible with most common ovens Product Classification Regional Availability Asia I Australia/New Zealand I EMEA I Latin America I North America Product Type Fiber protection sleeve Product Brand SMOUV® Product Series SMOUV Ordering Nate Minimum order quantity(MOO)is 1,000 pcs General Specifications Splicing Type Heat shrink,single fiber fusion Dimensions Length 45 mm 11.772 in Outline Drawing 1 2 3 4S Uh.• 1.2 1 Hot melt adhesive 2 Stainless steel rod 3 Heot shrinkable tube �aprtnf: imar)Commr a>: Ipr Ail Vito•aaeNed Rh tilidirrmar.s,arntlrrd" "o+ -are vaeamrb. ro mechaaal N Carmnetope Ai apar_noesNont as 1WtAl cr:-Kanyirr wirPar4<aott[e SM WrWY oorarma osurn ter One COMMSCV f E � rna*pn Kewe•a'perrmber I!T!"lil 103897-000 I SMOUV-1120-02 Environmental Specifications Environmental Space Indoor I outdoor Packaging and Weights Packaging Type Bag I Carton Regulatory Compliance/Certifications AQencp Classification CHINA-ROHS Below maximum concentration value REACH-SVHC Compliant as per SVHC revision on www.commscope.com/ProductCompliance ROHS Compliant p.x.2at? ktc ,Mk t.htS trsesvatl PI hadrniu kr teantthed Oy$a ere naciaured Veele nerkr, rest eti,rely of;an+-n5s:we at3 sPrcrht Athens are uwrrcr to M+engtr w'*rarrtetel,tie eaewwrr aommecel e..:om for Ole COM M SCIP E 'my/world*MtMnai,:n keysrd UICImber I S.Az 10,28/21,9:38 AM Graybar Vendor THHN-14-5TR-YEL-2500R THHN BuikIiny Wire. 14 AWG Stranded Copper Conductor,Yellow.2500 Ft.Reel I Graybar Stare ® Help w • Accounts& Delivery:63146 w GralybaR Q 1 Home / Wire and Cable / Building Wire / THHN Building Wire, 14 AWG Stranded Copper Conductor,Yellow,2500 ft.Reel GRAYBAR VENDOR THHN Building Wire,14 AWG Stranded Copper Conductor, Yellow,2500 ft.Reel MFR#:THHN-14-STR-YEL-2500R SKU:88284569 •., .. ---- $207.72/ 1000ft __ • ••• Items sold in Feet. Minimum order 2500 Feet. Quantity: 5000 ADD TO CART ADD TO FAVORITES AVAILABILITY Q In Stock to Ship(25000 Available) e In Stock for Pick Up(15000 Available) Stock Details.. https:J' ww.graybarcomrtnhn-buiking-wire-t4-avg•stranded-copper-conductor-ye#ow-2540-11-reetlp,+88284569 1e5 10124/21,934 AM emyboi.Ve.ndbr1filiN-44-STR-YEL-25OR Ti-1114 lluildfrig%Tire,i4AVYG:4tranclod Copper Conclector.Yellow,2500 Ft,Reel IGraybar Store Spec Sheet 88284589-spec-sheetprif :ProductPetails Kca EA13051: UNspsc -z5.1zist7 Color Faintly Yellow Length' 2S00 ft. Standard Lk Listed,CSA Certified and Rol-IS-Compliant. Applitatital Cotiddit and cabIgTr4y, Typg: Color conductor Size; 14 AWG -COnductorlviaterial Rare Copper Jacket Materfai orlon ,Insulationlifiaterial PVC :No:.of conductors Outer Diameter 1-09 mil 'Solid/Stranded Stranded TeMp,R4ting 00°C product Overview THHN building Wire has a'14 A1A/ stranded copper conducte4; Building:wire is vpItnw and nackagfeiri a,500 form rept.. itupsmAvvoraybatconirthhn-tokiirig,wire-14-mestrando-wpar-coriciuttor-yeitimla500,fteeirptatati4569 -10P23/21., Grall*Aleifflor,TWN-14-STIV-YEL-a5053 THIIN.13011019t W1r0,14 AVilP 3trn4ted CoOper Oontruptor;Visflov,/,2500 Ft.R0e1 I•GraybauStare THJ-114 Building Wire • Caribe-used in wet or city locations? * Madelivith annealed(Soft)copper;compressed • InsulatIbmis high heat andlnolstureveSistant polyVinyl chloride(PVC). ▪ Jacket is abrasion,mdisture4aSblineand oil relistant.nylon ? Tell us if something is incorrect' MyAccount Sign In Register My Profile Graybar Bill Pay Site» Online Store Help Atcounts Orders. Payment Shipping So utiOns• Services Emergency Services Construction Data Centers hitpslAvww.graybar.cornittAirktlift1ing-Wrc",14-a-wwstranded-coppQr-conductor-yethaw-g50041.-reallI84284569 -315 10/211/21,9:38AM Graybei-VeindiirTHFIN=14-STR.,YEkitiVrt Iffir4ByVertnitffiroi4 iftmeirtridesItopper.Coricluctor.Yeflow 2600 FL fieel I'Graybir$tait Government Healthcare Indd.sit rat Ligbting Wireless Legal Pages. Fraud Protection Privacy'Pollcy SEC FiIigs SMS Terms of Service Standard Terms&Conditions Supplier PO Terms And Condition . Website Terms of Sale Website Terms of Use customer Support 1-2855347-2839 graybarsupportOgraybar.corp •Mori Fil Lam.-le)PmtST Sat-Sun 8arn-.50m CST 02021 Graybar Elecrric CompanyrInc,,all rigits reserved; titiptimwmgraybauomithtm-buirditgAvire44-invg-sif.and&ttcopper-ppitclucior-ya*-24004reeitplaa2845.69' 415' .101281'41,*3804 GrayberVendor Ti-IFK44-STFRE_L-25.(KrilliHN:OtAttiliraVVIre,-t4AINGStrarirlett Copper Conductor.Mew,25CtIFL Reel I GI-altar Store httpe:IIVAVkgreyber.c.ereftlthrFilmilegitgAitire-.14, -rAranrlaiheopper-cenrlucter-yelow-2000t-r4e1V138284569 5!5' • , ''r - r Washington State V0Department of Transportation Request for Ap royal of 1'latetia! Cr3^1tan;;N _umber i,r,.,;r t Data cAG•20-065 Section t rat of Pru;uu Casey DUVALL AVE NE _ , ContraCor Subcontractor REED TRUCKING I EXCAVATING INC TOTEM ELECTRIC Rf NL NNITT�1.OP RAM ASS For WSDOT Use Only RAM r 055B IPE Use 6d dam Matatial a trans and Location of Febrketor,YhptUCOrer or Fit Hurter Seedhraron PE/Op1.Coda lidetriCIPL HC UM ("C M 54 ' TT ; 3 EL E;5I xs Or;.O 3000 W;AIk ISSAQUAN;50 REDMOND;30 SKY RIVER: 6-02.3(2)AW 32 WOOD V1LI..E x5 U6A1 3000*AIR �.. N 0 53 BELLEVUE bA2 � WP30004Hit See RAM 055/� '4000 WW1( CADMAN 0 54 SEA BELLEVUE;51 response 85.06.01 WP40003 ISSAQUAN;30 REDMOND:30 VER. 6-02.3(2)A 32 WOODINVIL.LE 4000 WiA1R CADMAN a 53 BELLEVUE 85.06.01 W'4U 01 R 6432. PI.LASI Rf.t 14:t% 3100 W!AIR A 41x111%t/AIR-'I'11151S t ON 14LL4K",1 rEu CALt11Ni i IRst.,, 4000PCADMAN 0 54 SEATII.E;53 BELLEVUE;51 1,2,2250, 8506.01 t 4t1UfH'6 ISSAQUAN;50 REDMOND;30 SKY RIVER; 6-02.3(2)A 2525,2530 32 WOODINVILL,E 85 06 DI 4000P CADMAN 0 53 BELLEVUE I,2,2250. WP4000P6HR t525,2530 4000P W/AIR CADMAN 0 54 SEATTLE;53 BELLEVUE;31 1,2,2250, 85.06 01 WP4000PA ISSAQUAN;50 REDMOND:30 SKY RIVER 542.3(2)A 2525,2530 32 WOODINVIL.LE SS.06.Ot 4000P W1AIR CADMAN N 53 BELLEVUE WP4000PAHR 6.02.3i2 A 1'2' 253 Pr Act Engineer/Representative Date State Materiels E .2525, 536 ik;rreevReFresentadvt Date 12/0212021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1 Acceptance Criteria Acceptance used upon'Setasfectoy Test Report for samples of matern51s to be me .Cent of Compliance for'Acceptanceorporak4 into protect. Acceptance Criteria.Mfg. prig Ie use of material Acceptance Criteria Catatog Cuts for Acceptance prior to use of material Catalog Cut Approved Yes No 4. Acceptance Criteria Submit Shop Drawings for'Approver prior to fabrication of malerhal 5 Acceptance Criteria Only'Approved for Shipment,'WSDOT Inspected"or Fabrication Approved Decal'material shall be ureic 6 Acceptance Creeps Submit Cere irate of Materials Ongmn to Prated Engineer Office. 7 Acceptance Criteria Request Trammeled to State Metenels Laboratory to'Aporover Action 8 Source Approved: 9. Approval Withheld' Submit samples for preliminary evetuation 10 Approval Withheld 11 Miscellaneous Acceptance!Cetera Remarks > s Concrete delivery ticket shall show Mill Test Report number for Cement/Slag (HD) and ad-mixture product name and dosage. Please note, Batch Plant Certificates for Plant 30 & 32 are expired. Certificates for all other plants expired 1/13/22. Please provide updated Batch Plant Certificates. Thn form shall be completed prior to submittal It this form is not compete at time of submittal it may be returned for information that was omitted Dar Form 550-0T1 Revised onto °rrgect Engineer Mbutbon Cresson Kept.,Cpmarora bnpner Faoneatror,io.poccenn Rpor Mmenw cram varanls lso ht5 473€5 • Phone (253) 383-6022 1619/111 Fax(253)272-5214 ELECTRIC INEMENNEMI Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE -CONCRETE-CADMAN To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-8 2207 Inter Ave, Suite A Spec Section No: Puyallup,WA 98372 Submittal Number: 8 Phone No: 253-841-4837 Date Sent: 9/9/2021 Fax No:253-841-4816 Type : Original Submittal tbarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes CADMAN Please return submitted items by 9/30/2021. Signed By: 40(044 , Dated: 9/9/2021 Jane Romito Purchasing Agent .41111k. ‘171 DepositrontalbertsporWOn Concrete Mix Design Contractor Submitted By. ,Pate. Totem Electric of Tacoma.Inc: Jane 08/0'9/2021 . Concrete Supplier Piant-(oCation Cadman Inc. ,'Seettie.(54)..Bellevue.(j3). CoMeact Number CentractName Duvall Ave NE.-.,Renton This tube is to be used in the.foliewing•Bid item Nos)'. Cencrete.Class: 4000P 'T Reneges:. .wsnrYrrinq4,4nrinP. 44'44- _ Per lire.*data ritenge,cer.cnm rth,t mh 46(1611 .ikevr.101 Mix Design No, WP4000P6 PlOrittiqi, 54.53 • Comentilions. materials Source Plant Type1 Class or,Grade Sp.Gr.. •Lbsity. Cement _ Lehigh Delta, B.C. ' I .ASTM C 695.Tyne IL(15) 1.v.1 3J5 600' Fly Ash Boundary Darn Calgary,A.Be _Await% 156.- - 106'4f OGBFS(Slag):a ,.0 100. 0120 'El . . _ CoricreteAdmiXtUres Manufacturer 'Product Es- (Ol;aCyh)ge Alr Entralmilent , . 'Water-Reducing Type A El Master Builders 'MasterPozzolitli 80..11.; .1-60 Water-Redueing,fligh.Range Type F El Master Builders MasterGleilittni 75004 . -1-79 Stabilizer Type13' El MaSter.BUilders MasterSetIDELVO 1400. El Water(Niairrturn) 308 ibsicy is any of the water Retyclepf oeRooielirieci? ElYosct e Water.Cementitious Ratio.(Maximurn) 0.44 Mix Design Density(On 148.4 Design Perforniance.(Attach Test Data) Average 28-day compressive strength(psi) 1 79E111 Average 14-day flexural strength(psi)(Concrete Pavement Oniy) Concrete Chloride ion Content(34 by-mass of cement) 1 .0.016 tig W.aterSolUbie 0 Mid Soluble Agency Cise Only(checkatiOrcipirate Box) •KI'This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid item neted.aboVe This Mix Design DOES'NOT MEET CONTRACT SPECIFICATIONS,and is being returned for corrections „ , - Reviewed By: — 12(0212021_ PE Signature Data DOT rem:3,50-040 F Distribtriferti Original- Contractor Revised 05/2014 Coplei To-Slate Materials.Lab-StnitclUral Materials Eng. Raglenat MatorlatiLak Protect Inspector i' , , Mix Design No. WP4000.P6 Plant No. 54.5a 1. Aggregate Gradation li:4 MSHTO 0 Combined Nominal Maximum Sie(le) ' 3/8 1 v I - . - Aggregates '1 2 3 4 5 Total WSDOT Scutt*No.!3 CA7 4' xin--f Source Expiration Date 4 12/1=4 09/17/25: ASR Expansion (ti,)b,r5 14 Day 071 1 Year 0.15%i 0,026°4 ' le ASR Mitigation.Required? No NO Stick Pile Grading c Class,2 AA,SFITp 8 . . Percent of Total Aggregate 44 56 Specific Gravity(SSE)) 2.65 ,2.76 r.. 7--". .., Lbstcy(ssd) 1293 -1714 Include Percent Passing for each aggregate caMPonent.,Include Total Per'cent PasOng Total Only for Cembitied Gradations. 2 inth 100 100 - . 1-1/2 kin 100 100— • 1 intt 100 100 OM inch. 100 100 ., • 1/2 inch 100 100 1./, 3/8 frith 100 1 137.3 1, NO:4 99.1_1 17.51 No.8 89.1 1.001 — No.16 701/ 0.30 l' No.30 46.5 0.30 No,50 15.6'l 0.30 No. 100 3.60 / 0.30 , • , No.200 1,10 ; 0.10 Fineness Modulus. 2.76 (ReOuired for Cfass,2 Sand) Proposed ASR Mitigation Method Notes: a FlY esti Or GGSFSia required for Class 4000D end 4000P iniket. 11 Enter data from WSDOT ASA Database.ASR iviltigation Is required for sotArOOs with 14-day expansions greater than 0.201s.No. mitigation Is required if tits 1-year expansion is 0,04%or teas Proposed mitigation methods for 14-day expansions greater than 0.45%require ASTM C 1597 testa proving that the method is effective.tee WSDOT Standard Specification 9-03,1. c Stockpile gradation:AASHTO NaL,467,57,67,7,81,WSDOT Class 1,Class 2;or combined gradation stockpile sizes,See WSDOT Standard Specification 9,03.1. d Attach test results indicating conformance to Standard Specification 0.26.1. DOT Form 3504140 EF Revised 0512014 r L EH/GH lIIIDEL$ERGCEMENTGroup Lehigh Northwest Technical Snvices Report Number: C-16202 5225 E.Margind Way South Date Cast : 04/10/18 Seattle,WA 98134 Customer: Cadman Inc. Phone:(208)763-2525 Mix # WP4600P8 F'c: 4000 Psi Q 28 Days 1 Cu Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.940 Volts Description Cement(Lehigh Delta Pt.t-i 600 3.15 3.05 1.000 24.20 lbs. 11/2 x 3/4" ID: (EMT 103-20-13) 1.10 0.00 1.000 24.20 lbs. 3/4"x 04 IIMC:11 .111111A 106 2,sb 0.66 1.010 21.44 lbs. Lori 08 i 101$1 2.71 0.00 1.041 28.44 lbs. Bldg.Sand I"1/2 x 314" 2,74 0.00 0.00 1.70 lbs. 1.7 1"x 04 (Menke/X125) 2.77 0.00 0.00 1.70 lbs. 1.7 3/8"x 08 (Menke/X125) 1714 2,76 9,95 1744,85 7149 lbs. 1.7 Bldg Sand (Secthelt/CA7) 1293 1.67 7,82 1346.01 55.54 lbs. 1.7 Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 308 1.00 4.94 226.77 9.07 lbs. MasterAir AE 90 ozJyd. 0.68 0.00 0.0 cc. MasterPozzobth 80 28.0 oz./yd. 1.12 33.1 cc. MasterSet Delvo 24.0 ozJyd. 0.00 0.96 28.4 cc. 0 Master Glenium 7500 1.7 oz./yd. 0.07 2.0 cc. Total 4021 lbs. 27.10 156.7 lbs. Cale.Unit Wt, 148.36 Measured Slump 9.00 Air Temp. 63.0 WIC Ratio 0.44 Air Content% 3.A Unit Wt. 147.35 S/A Ratio(by weight) 43.0 Conc.Temp. 69.0 Yield 27.29 S/A Ratio(by volume) 44.0 Design Air Content (Target 2.0%) 2.5%t 1.5 Slump Range (Target 8.00") 8.00"t 1.00" Area: 12.79 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-16202 04/10/18 04/13/18 3 4 x 8 53120 4150 "" 3 52830 4130 4140 04/17/18 7 75420 5900 "" 7 ' 75550 5910 5910 05/08/18 28 102010 7980 "" 28 101920 7970 7960 "" 28 101400 7930 06/05/18 56 120770 9440 "" 56 119430 9340 9380 "" 56 119710 9360 Remarks: Peter/Boa. Excellent WIF/P. 11grouphc\usa\Redmond113epartmentslLab_BrrakSheets-Cement Customer Agg Data\Break Sheets 16k to 1 710 1 6202.xlsx uliD•p:rbbmigduftm suriamportemcn Concrete Mix Design Contractor Submitted By Date Totem Electric of Tacoma Inc. Jane 08/09/2021 Concrete Supplier Plant Location Cadman Inc_ Issaquah(51) Contract Number Contract Name Duvall Ave NE-Renton This mix Is to be used in the following Bid Item No(s): Concrete Class: 4000P • Remarks: WgTIOT Class 41100P ii"+/- 1"Slump Fnr Meek data please ci-e comparative mitt WP40011Pft prr AC1 Mix Design No. WP4000P6 Plant No. 51 Cementls iitious Source Plant Type,Class or Grade Sp. Gr. tbsicy Matera Cement Lehigh Delta,B.G. LASTM C 595 Typel_LijalLr' 3.15 600 it Fly Ash a Boundary Dam Calgary.A.B. CEFEIC Alkali % 2.56 106 GGBFS(Slag)a D 100 in Concrete Admixtures Manufacturer Product Est Range Air Entrainment Water-Reducing Type A El Master Builders MasterPozzolith 80 1-60 Water-Reducing, High Range Type F Master Builders MasterGlenium 7500' 1-70 Stabilizer Type B E3 Master Builders MasterSet DELVO 1-100 Water(Maximum) 308 1Letoy Is any of the water Recycled or Reclaimed? ID Yesd No Water Cementltious Ratio(Maximum) 0.44 Mix Design Density(pci) 147.5 Design Performance(Attach Test Data) Average 28-day compressive strength (psn='.111 Average 14-day flexural strength(psi)(Concrete Pavement Only)I Concrete Chloride Ion Content(%by mass of cement) I 0.017 10 4 Water Soluble 0 Acid Soluble L Agency Use Only(Check appropirate Box) Clin This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above El This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: 12/02/2021 PE Signature Date 001 Form 350-040 EF Deelbutiom Original- Contractor Revised 05/2014 Copies To- State Materiels Lab-Structval Matertals Eng ,Regional Materials Lab;Proms Inspector Mix Design No. WP4000P6 Plant No. 51 Aggregate Gradation ®AASHTO ❑Combined Nominal Maximum Size (In) 3/81 • Aggregates 1 2 r 3 4 5 Total 1 WSDOT Source No.b CA7 I A189 [' Source Expiration Date b 12/12/24 01/23/24 ASR Expansion(%)b ® 14 Day 1 Year 0.16% 0.36% Is ASR Mitigation Required? No Yes Stock Pile Grading c Class 2 AASHTO 8 Percent of Total Aggregate 44 56 Specific Gravity(SSD) 2.65 2.72 Lbs/cy(ssd) 1293 1689 Include Percent Passing for each aggregate component.Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 1-1/2 inch 100 100 1 inch 100 100 3/4 inch 100 100 1/2 inch 100 100 318 inch 100 d 94.9 1 No.4 99.1 V 12.3 Y No. 8 89.1 1.10 r No. 16 70.2 Y 0.30 y No. 30 46.5 / 0.30 No. 50 15.6 y 0.30 No. 100 3.60 J 0.30 No. 200 1.10 Y 0.10 Fineness Modulus' 2.76 (Required for Class 2 Sandi Proposed ASR Mitigation Method Alt method -See test result of ASTM C-15671I Notes: a Fly ash or GGBFS is required for Class 4000D and 4000P mixes. b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0 204A. No mitigation is required if the 1-year expansion is 0.04%or loss.Proposed mitigation methods for 14-day expansions greater than 0.45%require ASTM C 1567 tests proving that the method is effective.See WSOOT Standard Specification 9-03.1. c Stockpile gradation:AASHTO No.467,57.67,7,8,WSDOT Class 1,Class 2.or combined gradation stockpile sizes.See WSDOT Standard Specification 9-03,1. d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 EF Revised 05/2014 , , I , L EHIGH HEIDELmRGCEMEN1Croup Lehigh Northwest Technical Sennces Report Number: C-17375 5225 E Marginal Way South Date Cast : 07/17/20 Seattle,WA 96134 Customer: Cadman Inc. Phone(206)763-2525 Mix # WP4000P8 F'c: 4000 PS!(4 28 Days I Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 1.040 Moistures Cement'Lehigh Della PI.C) 6011 3.15 3.05 1000 24.20 lbs 1"x 04 ID:# ICau 037157/06-25-211) 220 0.00 1 011 24.20 lbs. 3/8" x#8 106 2.36 0.66 1.039 28.44 lbs. 8.5. MsL �i Jua In/A) 2.71 0.00 0.00 28.44 lbs. 1"x 04 (Issaquah , .\ I'')1 2.73 0.00 0.00 3.40 lbs. 3/8"x 08 (Issaquah /A-1891 1689 2.72 9.95 1707,58 71.70 lbs. 3.4 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt 1 CA7) 1293 2.61 7.82 1343,43 57.14 lbs. Fine Agg. 2,60 0.00 0.00 0.00 lbs. Water 308 100 4.94 241.09 9.64 lbs. Mbae-90 oz./yd. 0.68 0.00 0.0 cc. Pozzolith 80 28 oziyd. 1.12 33.1 cc. MastorSet Delvo 24 oz./yd. 0.96 28.4 cc Glenium 7500 4.2 oz./yd. 0.17 5.0 cc. 'Total 3996 lbs. 27.10 159.9 lbs Cale.Unit Wt. 147.44 Measured Slump 8.50 Air Temp. 71.6 WIC Ratio 0.44 Air Content 3.5 Unit Wt., 144.58 S/A Ratio(by weight) 43.4 Conc.Temp. 74.3 Vield 2, b4 S/A Ratio(by volume) 44.0 Design Air Content 2.5%* 1.0 Target Slump 8.0"t 1.00" Area 12.77 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17375 07/17/20 07/20/20 3 4 x 8 , 53350 4180 1 3 i 52180 4090 4140 07/24/20 7 70580 5530 "" 7 _� 69050 5410 5470 08/14/20 28 93180 7300 101 " 28 92970 7280 7290 _ "" 28 v 92930 7280 09/11/20 56 0 "" 56 0 0 Remarks: Bon/Peter. 90029I l 1std ....../11111k WO Dapmetmest qt Tninsportanciti Concrete Mix Design Contractor SutioittedEy pate Totem Electric of Tacoma Inc. Jane 009/2021 Concrete Supplier 1 Plant t.obaile'n Cadman fee, Redmortit(50) --- :. Contract Number Contract Name Duvall AveNE--Renteir This mix,ii.to be used in the following Elid Item,Ne(t): Concrete.Class: I - 4000P Remarks: ARiSTIOT rtimci Airinftri 7,46 .,..Lnsijtiip.. .._____ Pbn:Ink theta plinice'.ger -rilnirinrstrive.'rniir trtitialtifirk per A&Alit Mk Design.No.: Wlis40006- Merit No... 50 cemeotitious , Materials - _ Source Plant Type,Class or Oracle .12I,Gn .1-13.'stel; Cement , Lehigh Delta,B.C. _ ASTM C S951voe!WM I v_I 3.15- - . . Fly Ash 6 _ Boundary Dam Calgary,A.B. P.1'.F 0 C -Alkali% _ 256 I06.If', GGBFS(Slag)3 , _, •0100 12 120 . 'El . . I ' Concrete:Adnibctures Manufacturer Prodtiet Est.Range Air Enhaltiniepi , . . Water-Reducing TypeA El moOet.Banded -Maitelotielith 80 -I: 1.-60 Water-ReduCing,High Range Type,F, 19 Master Builders. MaAerdhiumiioo, 1.70 Stabilizer Type B ED:Sidstpi.iiitiiders, MasterSetDELVC) .1( I 17-100. , 0 . Water(Maxtmum) 308 lbef4y ra arly of the water Recycled or Reclaimed?' .0 y:04 EINo. Water cereentIllous FOittia(Maximum) , 'OM - Mix Design Density(00 146.8 Design-Performance(Attach Test bata) 'Average 20;day.6=0ot-sive Strength(psi) '1 ..7580'I, Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement).I 0016 I 0=4 Mttrsoiuble 0 Adid.Soluble 'L Agency Use Only appropirate.0ox). a'fills Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items:noted ahove. 0 This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned(Or corrections (-4--:2 'if/02126ff Reviewed By...; (-= ,. . . _ PE,Sigriab.i re Date JOT Form 2.513.•-040 EF Distribution:Original- Contractor Revised 05/2&14 Copies To-State Materials Lab;Structural Materials Eng.c Regional Materials Lab:Pilect Inspector t , I ) Mix Design Na., WP4000P6 Plant No. - 50 • Aggregate Gradation F' AAS_I-ITO •CI Combined Nominal Maximum Site110) REilia Aggregates 1 1; A46074 2 3 4 5 Total VI/SOOT Source No.b 1 CA7 Source Expiration Date!' 12112124 03/21/24 ;•-------- . ASR Expansion(%)blial 12,t,poy kll 1 Year 940% -682%, is ASR Mitigation Required? No No „ Stock Pile Grading c CylaSe 2- AASHTO 4 . .. ..._. __ 'Percent of Total Aggregate 44 56 Specific Gravity(SSC) 2.05 269 -- -—,---. - --- ' • Lbslcy(sad) 1293 1070 - .... Include Percent Passing for eaott- aggregate cOmPortent.,Include Total Portent PasEln2 Total, only for Cornblned Gradatiniti. ,- • - 2-inch 100 100 I . 1-1/2 inch 100 100 i inch 100 100 314 in.,0 ' 100 itta • . 112 inqh. 100 ) 100 1; ' 108H1f: 1 3/6 inch. 90.7 Ni:i 4 99.11; 14.3''I I . No.8 89.1 ), - 0.50 No,16 70.2 ' 0.20 No.30 46.5.. ' 0.10 No.50 15.6! No.100 3.60 i' 0.10 . Np..280 1.10,1,- '0.10 , • .. ,. Fineness'MortUlua': 2.76 , (Pe4lrocIfOrDloaa2 Sand) ProposadASR'Mitigation Method z , Notes: a Fly ash or GGEFSA required for Class 4000D'and 4000Prnixea: b Enter data from WSDOT ASA Databasa,ASR MitlgatiartikraqPlied for$Pliti4eg With 14-day Opanstops.grepter than 6.20%.No mitigation is required If thelyeer expansion is 0.04%or less,Proposed mitigation methdds,fer 14-day expansions greater than 0.45%req0lie ASTM C 1567 tests proving that the method Is affeativa.See WSOOT Standard,SpecifirCstion-9.03.1., c Stockpile gradation:AASI-1'10 No.467.0,0,7:,4,;WSCIOT Class 1,Class 2,dr combined gradation stockpile sizes See WSDQT Standard spedintatiort 9-03.1. d Attach test results indidatirig conforrnarioo to Standard Specifica1fort.9•45.1. DOT Farm 350-040 EF Revised 0512014 ' 1 L EHIG/Y HEi 11111RGCEMENTcrouo Lehigh Northwest Technical Services Report Number : C-17369 5225 E.tdwgtnel Way South Date Cast : 07/15/20 Seattle,WA 96134 Customer: Cadman Inc. Phone (200 763•2525 Mix # WP4000PS Fe: 4000 PSI®28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Valtune Moistures 0.040 I Moistures Cement(Lehigh Delta PLC) 600 3,15 3.05 1.000 24.20 lbs. I'x#4 10:# (Can W37157/06-25-201 2,20 0.00 1.009 24.20 tbs. 3,8"x#8 -. 106 2.71 B.S.Mat. 0.00 0.00 28.44 lbs. 1"x#4 (Redmond /A460) 2.70 0.00 0.00 140 lbs. 3/8"x#8 (Redmond I A460) 1670 2.69 9.95 1685.03 70.10 lbs. 3.4 Fine Agg. 2.67 0,00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1293 2.65 7.82 1351.19 57.45 lbs. Mil Fine Agg. 2.6o 0.00 0.00 0.00 lbs. Water 308 t,00 4.94 237.42 9.50 lbs. Mbae-90 oz./yd. 0.68 0.00 0.0 cc. Pozzolith 80 28 oz./yd. 1.12 33.1 cc. MuterSet Delvo 24 oz./yd. 0.96 28.4 cc. Gleniutn 7500 8.5 ozfyd 0.34 10.1 cc. Total 3977 lbs. 27.10 159.2 lbs. Cale.Unit Wt. 146.75 Measured Slump 8.75 Air Temp. 73.4 W/C Ratio 0.44 Air Content 4.0 Unit Wt. 144,58 S/A Ratio(by weight) 43.6 Conc.Temp. 74.4 Yield 27.51 S/A Ratio(by volume) 44.0 Design Air Content 2.5%* 1.0 Target Slump 8.0"± 1.00" Area: 12.72 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-1 7369 07/15/20 07/18/20 3 4 x 8 52520 4130 411 " 3 53370 4200 4170 07/22/20 7 70470 5540 "" 7 71740 5640 5590 08/12/20 28 ' 96790 7610 "" 28 • 96660 7600 7580 "" 28 95880 7540 09/09/20 56 0 56 0 0 Remarks: Bon/Peter. 9002911 I std Deptt TM,spo.4Mon Concrete Mix Design Contractor Submitted By Date Totem Electric of Tacoma Inc. Jane 08109/2021 Concrete Supplier Plant Location Cadman Inc. Sky River(30)Woodinville(32) Contract Number Contract Name Duvall Ave NE- Renton This mix is to be used In the following Bid Item No(s): Concrete Class: 4000P • Remarks: WSII(1T Claim 4001(IP 6"+/- I"Slump Fnr break Aata*ace_cee cnmparative rein WP411130P14 per ACL 3411 Mix Design No. WP4000P6 Plant No. 30. 32 Cementitious Materials Source Plant Type,Class or Grade Sp.Gr. Lbs/cy tertals Cement Lehigh Delta, B.C. ASTM C 595 Type IL115) 1• 3,15 600 Fly Ash aBoundary Dam Calgary,A.B. _OF fJ c Alkali% 2.56 1061 GGBFS(Slag)' +0 100 ©120 El Concrete Admixtures Manufacturer Product Est.Range tozlcy) Air Entrainment Water-Reducing Type A 0 Master Builders MasterPozzolith 80 f I-60 Water-Reducing, High Range Type F t-=L Master Builders MasterGlcnium 75001 I-70 Stabilizer Type B Q Master Builders MasterSet DELVO 1-100 a Water(Maximum) 308 Ibs/cy Is any of the water Recycled or Reclaimed? El Yesd '= No Water Cementlttous Ratio(Maximum) 0.44 Mx Design Density(pef) 146.8 Desi n Performance Attach Test Data Average 28-day compressive strength(psi) 8590 Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) I 0.016 I ra Water Soluble ❑Acid Soluble L Agency Use Only(Check appropirete Box) ®This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid Items noted above 0 This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and Is being returned for corrections — }„ • 12/02/2021 Reviewed By: PE Signature Date DOT Form 350-040 EF Dieaributi«r.Orig rtal- Contractor Revised 05/2014 Cocos To- Slats Materials Lab-Struct xai 1Aalsr$ate Eng.;Regional Matenals Lab;Project Inspector Mix Design No. WP4000P6 Plant No. 30. 32 Aggregate Gradation El AASHTO El Combined Nominal Maximum Size (In) amp Aggregates 1 2 3 4 5 Total WSDOT Source No.b D351 D351 Source Expiration Date b 10/08/25 10/08/25 • ASR Expansion czyobb714 Day Year 0.34% 0.34°A. Is ASR Mitigation Required? Yes Yes Stock Pile Grading c Class 2 AASHTO 8 Percent of Total Aggregate 44 56 Specific Gravity (SSD) 2.65 2.69 Lbslcy(ssd) 1293 1670 Include Percent Passing for each aggregate component.Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 1-1/2 inch 100 100 1 inch 100 100 3/4 inch 100 100 1/2 inch 100 100 / 3/8 inch 100 r93.6 No.4 99.8 / 17.8 No. 8 98.3 5.00 No. 16 72.6 2.40/ No.30 43.6 1.00 No.50 16.3 I 0.10 No. 100 • 3.00 0.09 No. 200 1.00 1 0.08 • Fineness Modulus: 2,66 (Required for Class 2 Sand) Proposed ASR Mitigation Method IT44e-wee-ei-Low-A4kaii-raemstat_Att method -See test result of ASTM C-1567 Notes: a Fly ash or GGBFS is required for Class 40000 and 4000P mixes, b Enter data from WSDOT ASA Database.ASR Mitigation Is required for sources with 14-day expansions greater than 0.20%. No mitigation Is required if the 1-year expansion is 004%or less. Proposed mitigation methods for 14-day expansions greater than 0,45%require ASTM C 1567 tests proving that the method is effective.See WSDOT Standard Specification 9-03.1. c Stockpile gradation:AASHTO No.467,57,67,7.6;WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT Standard Specification 9-03.1, d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 EF Revised 05/2014 , , . . 1-EflIall WIDELONGCEMENT Group Lehigh Northwest Technical Services Report Number: C-I6527 5225 E_Mareinal Way South Date Cast: 10/12/18 seam. WA 98134 Customer: Cadman Inc. Phone:(208)763-2525 Mix # WA1000P8 4000 Psi( 28 Days I Cu Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wis. Gravity Volume Moistures 0.040 Units Description Cement(Lehigh Dcita Pi.(.1 600 3.1S 3,05 1.000 24.20 lbs. I 1/2 x 3/4" ID: 109-1 I-18/ 2.20 0.00 1.080 24.20 lba. MI"a 04 106 2.56 0.66 1.01 I 28.41 lbs. 1/2"K 003 2.71 0.00 1.04s 28.44 lbs. Bldg Sand r in x 3/4" 2.74 0.00 0 00 1.70 lbs. 1.7 I"it 04 (Gold Bar/D351) 2.70 0.00 0 00 1.70 lbs. 1.7 3/8'x#8 (Gold Bar/D351) 1670 2.69 9.95 1688.37 70.93 lbs. 34 Bldg Sand (Gold Bar I D351) U93 2.45 7.82 1355,06 55.90 lbs. 1.7 Fine Agg. 2.60 0.00 0.00 0.00 lb& Water 308 1.00 4.94 230 61 9.22 lbs. MasterAir AE 90 oz./yd. 0.675 0.00 0.0 cc. MasterPozzolith 80 21.0 oz./yd. 1 12 33 I cc. MasterSet Delvo 24.0 oziyd. 0.00 0.96 28.4 cc. 0 Master Glenium 7500 141.9 crz./yd. 0 68 20.0 cc. Total 3977 lbs. 27.1 0 155.0 lbs. Cak.Unit Wi 146.78 Measured Slump 0.7$ Air Temp. 67.0 WIC Ratio 0.44 Air Conlont l''. 3.0 Unit WI.. 145.91 S/A Ratio(by weight) 43.6 Conc Temp 70.11 Yield 27.43 S/A Ratio(by volume) 44.0 Design Air Content 2 5%t I 5 Slump Range 8.00"* Area 12.79 Cylinder Date Test Avg. Number Cost Date Age Size Pounds Psi Pal C-16527 10/12118 10/15/18 3 4 x 8 63770 4990 . NO 3 62410 4880 4940 10/19/18 7 ' 87190 6820 "" 7 86960 6800 6810 11/09/18 28 109440 8560 . 28 110480 8640 8590 ' • •,. 28 109590 8570 12/07/18 56 117310 9170 56 1 1 8260 9250 9230 . 56 118420 9260 Remarks: Peter/Bon. Excellent W/F/P. \lgroupheusaqtedmondOepartments\Lab_BreakSheets-Cement Customer Agg DataBreak Sheets 16k to 171A16527.xisit 41110‘ gra.71 . ipouon Concrete Mix. Design Contractor 7§0b*ed By Dale Totem Electric.of Tedrea Jane. 08109/2021 Concrete SOWler Plant Location Cadinimina. 'Bellevue(53) Contract Number Contra ctparne : Duvall Aire -Renton, _ This Rik Is be used in.the Concrete Class: I _ 4000P Reinarkt:'. wsnriT' 400(IP = l'Rlrinir Pnf hrek drifir rink tVP44110141:tirei-,A*&-VII1 Mix besign Nó 400616l4k .$ 014 No 53 Cenenttioes • 'Mateiials Source Plant Type,Class or Grade, Ep.,Gr. Lbsicy. Cement. _ Lehigh _Delta,,E.C. I ASTM-C 595,Tvoe IL(151 0 '600 *4, Fly Ash a _ _ . Boundary Dent Calgary,A.B. F.'41 F 0 C Alkali% 2.56. , 106 GGBFS(Slag)'' .0 100. El120 - - Cenerete AdMixtureS Manufacturer Product Est.Range (oefey) ,. .AttiEhliaininent __ 'rater-Redneing Type A igasterBuildirt• Matte/Popolith 80ir 1-60 WateNieducing,High,Range Type F ,E3 Mosier-Builders Masieirdeniqui 75001 1-70 Stabilizer type B D Mq;stei,Builders MesterSetDELVO 1'400 "Water.(Maxbuin) .308 itta/by d Is-any of the,water Reqy.Oed'or Reclaimed? 1....r-t iYaS IE No Water pernentjtiqiis.RatIe(htta*rneni)' 0 A4 MI 'Deign Denkity,(pot) 147.5 beSign!lerfoririante(Attach Test bata)• ,. • Average 284ay compressive • .7240 Average 14i.dey flexure!Strength'(psi),(COrieretePaVement,Only) Concrete Chloride-lon cOntent,(%,by•metaof cement) l' 0017 I 11F-1 WaterSaliible DAaidSOKthlre Agency Use Only Kheck aoprephate Eloxj .11.Thls.Mix besign MEETS CONTRACT SPECIFICATIONS and may be,used on the bid Items noted above O This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and Is being returned for corrections • • ii/ Reviewell By: 02,1202V_ .„ PE'Signature pate DOT Farrn3504:140 EF Distribution:.OrigInal- Contractor Revisect95/2014 Copies To-State Materials Lab-Structural Materlotigngt::Royonal Materials Lab;.Profoct Inspector Mix Design No. WP4000P6HR, Plant NO. .53 I Aggregate Gradatidri O.AASHTO ID Combined Nominal Maximum Size(in) i TB) V Aggregates 1' 4, 2 3 4 5 Total D336 1°' D336 1. WSDOT Sciurce No.b I . Source Expiration Date.11 04/02/24 ,04/02/24 ' i .•...... • ._ _ ._. , .‘. • ASR Expansion.(%)b p 14 b* I 1 Year- 044% 0.04% - i -'_. •• ._,r_ 1 IS.ASR Mitigation Required? No No, , - ,• ,.......,-• „.:-- ,. Stock Pile Grading•c Class 2 AASHTO 8 ' . Percent of Total Aggregate 44 se . . Specific Gravity(SSD) 2i65 2;2 • -11OSicy(sad). 1293 .4689 , Include percent Passing:for each aggregate component.Include Total Percent Passing Total only for Combined Gradations. 2.inch 100 100 1-1/1 inCii 100 100 1 inch 100 100, , 3/4 Ina 100 100 ,, . • 112.inctt leo leo 3/8 inCh• 1001 0.1•;,t No.4 ioal 20.0 NO,8 -82.6 0,e0 .,, No. le 70.61 0.301 ' NO:30 46.1 •0.20 , . No.60 19.9 , 0.17 NO.100 4.901 0.14 i No.260 1.20'V ' 010 rin en e s.i'M 0(lulus 1 2.66 , (Requiredfor Class 2•Sand) Proposed ASR Mitigation Method : I Notes: a Fly ash or GGBFS 1S-requited fer Crass 4000D and 4000P Mixes. b :Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 147day evensionsgreater than,0,20.04.No. mitigation Is.required tithe 1-year expansion is 9.04%or less.Proposed mitigation methods kept-day evanstons greater than 0.45%require ASTM C 1587'tests,pp:Meg that the Method is effective.Se WSDOT Standard Specillea4n343.1. c Stockpile gradation:AASHTO No:46T,57,07,7,13;WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSOOT Standard Speolifcation 9.03.1. d Attach test results indicating Conformance teStandar4Specificallan 9-25.1. DOT Form 350-040 SF Revised 0512014 LEHIGH ilE100.11ERGCEMF11TGroJp Lehigh Northwest TecMrcat Servoces Report Number: C"17091 5225 E Marginal Way South Date Cast: 12/13/19 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WP4000P/HR F'c: 4000 PSI 0 28 Days I Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 41ohtures Cement(Lehigh Delta PL(') 600 3.15 3.05 1 004 24.20 lbs. 1"x 4-4 ID tt (118-211-14) 2,20 0.00 1.008 24.20 lbs. 3/8" x*8 . 196 2.56 0.66 1.080 28.44 lbs. B.S. hist. 2.71 0.00 0.00 28.44 lbs. 1"x#4 (D336/High Rock) 174 0.00 0.00 3.40 lbs. 3/8"x#8 (D336 /High Rock) 1689 2.72 9 95 1702.51 71.50 lbs. 3.4 Fine Agg. 167 0.00 0.00 0.00 lbs. Bldg Sand (D336 I High Rock) 1293 145 7.82 1396.44 59.26 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 308 1.00 4.94 198.82 7.95 lbs. Mbae-90 oz./yd. 0.68 0.00 0,0 cc. Pozzolith 80 28 oz./yd. 1.12 33.1 cc. MasterSet Delvo 24 oz./yd. 0.96 28.4 cc. Glenium 7500 0.5 oz./yd. 0.02 0.6 cc. Total 3996 lbs. 27.10 16O 2 Ibs. Caic.Unit Wt 147 44 Measured Slump 9.80 Air Temp. 67.0 WIC Ratio 0.44 Air Content 2.1 Unit Wt. 144.81 S/A Ratio(by weight) 43.4 Conc.Temp. 68.7 Yield 27.59 S/A Ratio(by volume) 44.0 Design Air Content 2.5%t 1.0 Target Slump 8.0"f 1.00" Area 12.81 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17091 12/13/19 12/16/19 3 4 x 8 52650 4110 3 52720 4120 4120 12/20/19 7 71060 5550 1. " 7 70720 5520 5540 01/10/20 28 93000 7260 "" 28 92730 7240 7240 "" 28 92460 7220 02/07/20 56 106620 8320 "'° 56 105180 8210 8270 Remarks: Bon/Peter. 9002911 I std • Deparbnerit et Wonspoutallion Concrete Mix Design Contractor Submitted By Date Totem Electric of Tacoma Inc. Jane 11/04/2021 Concrete Supplier Plant Location Cadman Inc. Seattle(54) Bellevue(53)Issaquah(51) Contract Number Contract Name Duvall Ave NE-Renton - This mix is to be used in the following Bid Item No(s): Concrete Class. Other-Define in Remarks V Remarks: WcnOT CI 4fMP Air A"+I- I"Slump 6%+1-1 �n Air Mix Design No. WP4000PA Plant No. 54, 53, 51 Cementitlous Materials Source Plant Type,Class or Grade Sp.Gr, Lbs/cy Cement Lehigh Delta,B.C. ASTM C 95 Dyoe 114151 I.1 3.15 600 Fly Ash a Boundary Dam ,Calgary,A.B. ►Ii F ❑C Alkali% 2.56 106 GGBFS(Slag)a ❑ 100 ❑120 ❑1 1 Concrete Admixtures Manufacturer Product Est.Range (ozlcy) Air Entrainment Master Builders MasterAir AE 90 i 0.25-10 Water-Reducing Type A Q Master Builders MasterPozzolith 80 1-50 Water-Reducing, High Range Type F [J Master Builders MasterGlenium 7500 1-60 Stabilizer Type B Q Master Builders MasterSet DELVO 1-100 Water(Maximum) 293 Ibslcy Is any or the water Recycled or Reclaimed? 0 Yesd ®No Water Cementitious Ratio(Maximum) 0.42 Mix Design Density(pd) 143,4 Design Performance(Attach Test Data) / Average 28-day compressive strength (psi) I 7330 f I Average 14-day flexural strength(psi) (Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) I 0.015 Water Soluble ❑Acid Soluble L Agency Use Only(Check appropriate Box) This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid Items noted above 0 This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and Is being returned for corrections 12/02/2021 Reviewed By' PE Signature Date DOT Form 350-O40 EF Distribution:Original- Contractor Revised 05/2014 Copes To- State Materials Lab-Structural Materials Eng..Regional Materials Lab.Project Inspector Mix Design No. • *-1:1400PA Plant Na. 54.,53,51 Aggregate Gradation F2'AASHTO 0 Combing& Nominal Maximum Size(1o) Nam Aggregates: lj . 2j 3 4 5 . Total CA? f • X125 1 , WSDOT Source.Not" - — Source Expiration Date b 12112/24 09117/29 - ASR Expansion(%)b fid_14 Day c. 1 Year 0.1.6% 0.026% ' : 7 7-'77 Is ASR Mitigation'Required? No No - Stock Pile'Grading cr 'Class 2 'AASHTO 8 - - Percent of Total Aggregate ' 4456 - Speciffc Gravity (SSD) .2.65 2.16 _ — Lbs/cy(ssd) 1241 1046 Include Percent'Passing for each aggregate component:Include Total .Percent Passing Total OW for Combined Gradations.. 2 inch 100 100- 1-1/2 inch 100 '100 inch 100 100 3/4 Inch 100 100 • 1/2 inch 100 -, 100 318,inch 100 87 3.1 •• No.4 99.1 17.5 1.1 No..8 :89.1• 1-.00 No..18 70.2 0.30 No..30' .46.5 0.30. No..50 15.6 fir. 0.30 No. 100 3.60'f. No.200 1.10 1 0.1 0 Fineness Modulus, 216 (Required tar Otass 2 Sand) Proposed.ASR Mitigation Method Notes: a Fly ash or GGBFS is required'tar Class 4000D and 4000P'mixes. h Enter data from WSDOT ASA Database.ASt3 Mitigation is required for sources with 14-dayexpansions.greater than 0,20%.No mitigation Is required If the 1-year expansion IS 0..04%..or less„PropOsad'mttigalion Mothodn,f6r14-day expansions greater than 0,45%tequire ASTM C 1567 tents proving that the method Is effective.See WSDOT Standard Specification 9433,1. c Stockpile gradation:.AASHTO,No.467,.57,67,7 8 WSDOT Class 1,Class 2,or combined sizes See WSDOT Standard.Specilication 9,031. d Attach.test results IndlOating conformance.to Standard Spacification 9-25,1, DOT Form*0440 EF- Revised 0512014 Ab,.. ITV Dawarw*Nitirma‘tarsikinspodzworii .Concrete Mix Design Contractor 'Submitted By -Date Totem Electric of Tacerna.Iric„ '..Jane . .11/0412021 - -- •. Concrete Supplier 'Plant Ldeatien' Cadman Inc. :Bellevue 63) Contract lumber Deritret.t Name -, . .... liaNialt,Ave t4E.....Ittniten This Mix isle be used In the'following Sid'tern NI:(s): . . concrete Class: . .Other-,Define in Remarks Y Remarks: xi/kbe)trr_44i0P Air . _ .. pi,,,..1,.,.!shortri, _.. _ 0%44.i 56i,A fir - - - Mix Design No. WP 460OPAIIR Plant No. 53 , Cementitious ' Materials Source 0,411# Type,Class-or qtade, Sp.Gr., .Lbsky• Cement Lehigh, Delta,BC ' ASTM.cf-S95'Tvrin:IL(I 5) I Y 3-4, 660 1/, Fly Asn.a_ Boundary Dam Calgary,A..13.• IR P. 0C. ...Alkall.:% . 246. ., i06. .4;.: COINS(Stagia ' LI 401 El 120 179.: • Concrete Admixtures Man tifaeturer Product .-, Est..Range , .i. (ozky) ,Air Entrainment :Master Builders, MAsterAir.ftg:99"- 7.1. , .025-19 Watert•Reducing Type-A 0 Master finildOrS MasterFazzolidi 801.r., - 140 Water-Reducing,High.Range Type P M,Maitar Builders .MasterdIenium 750V 1-60 . . Stabilizer Type 6 'EI.Nlaster Builders MaiterSetintN0 -,. I-1°° . . , Water(MaXlinum) , 29A Ifcy Is any or the water Re0Cled or ReStakaaCti El Yesd Q No .Water co:rititibus-Raliti(MaXItiliiit). .041.. Mix,IPPigrt 09414/.(F cf) 141,9. Design lierfeernande(Attach:Test Data) Average 28.day'compreSaive strength' (psi) . n46730.- Average 14ydayflexural-strength(psi)(Concrete Pavement.Only) Concrete Chloride lott COntent•(%by mass cif cement) I 0014. 1 0:1;Water Selubte :DAcid Soluble L AgencyUseOnly(CheikappropirotaBox): III this Mix Design,MEETS CONTRACT SPECIFICATIONS and,may be used on the bid.items noted above D'This Mix DasignDOES NOT raEET CONTRACT SPECIFICATIONS.and is being returned for corrections IV Reviewed By .c ....„... .., • ...: -.-O 20-1.2 : : PE.Signature Clete DOT Farm 356440 EF DistOpOri atiginal:- contractor Revised.05/2014 Caplet To-Siete Materials Lab-Structural.Materials Eng,:Regional fulgterialstak Preleg-Inerrector Mix Design No. WP4000PAHR_ Plant No. 53 Aggregate Gradation (81 AASHTO 0 Combined Nominal Maximum Size (In) 3/8 0 Aggregates 1 2 / 3 4 5 Total WSDOT Source No.b D336 0336 Source Expiration Date b 04/02/24 04/02/24 ASR Expansion (%)b ❑ 14 Day i8 t Year 0.04% 0.04% Is ASR Mitigation Required? No No Stock Pile Grading c Class 2 AASHTO 8 . 1 Percent of Total Aggregate 44 56 Specific Gravity(SSD) 2.65 2.72 • Lbs/cy(ssd) 1241 1604 Include Percent Passing for each aggregate component.Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 1-1/2 ,nch 100 100 1 inch 100 100 3/4 inch 100 100 1/2 inch 100 100 3/8 inch 100 96.1 No.4 100 � 20.0 No. 8 92.6 0.80 1 No. 16 70.6 J 0.30 No. 30 46.1 0.20 No. 50 19.9 0.17 No. 100 4.90 0.14 No. 200 1.20 0.10 Fineness Modulus' 2.66 IRequued for Class 2 Sdnd) Proposed ASR Mitigation Method Notes: a Fly ash or GGBFS is required for Class 40000 and 4000P mixes. b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%.No mitigation is required if the 1-year expansion is 0.04%or less Proposed mitigation methods for 14-day expansions greater than 0.45% require ASTM C 1567 tests proving that the method is effective. See WSDOT Standard Specification 9-03.1. c Stockpile gradation:AASHTO No.467. 57,67,7,8,WSDOT Class 1, Class 2;or combined gradation stockpile sizes. See WSDOT Standard Specification 9-03.1 d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 EF Revised 0512014 L EH/GH AEIDEIBERGCE,V EN'Cro•.+o Lehigh Northwest Technical Services Report Number : C-17101 5225 E.Marginal Way South Date Cast : 12/18/19 Seattle,WA 08134 Customer: __Cusliusttim___-- Phona:(206)._763.2525 Mix # WP4000PA F'c: 4000 PSI Qa 28 Days I Cu.Yd. Specific Absolute Aggregate Bateb She Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 I Moistures Cement(Lehigh Delta P1.1) 600 3.15 3.05 1.000 24.20 lbs. I"x#4 ID:# (1 2-115-191 2.20 0.00 1.017 24.20 lbs. 3/8"x#8 WIE s I'h t06 2.56 0.66 1.042 20.44 lbs. H.S Mat. M �1. 2.n 0.00 0.00 28.44 lbs. 1"x 04 (Gold Bar(D351) 2.74 0.00 0.00 3.40 lbs. 1"x#4 (Gold Bar/D351) 2.70 0.00 0.00 3.40 lbs. 3/8"x#8 (Gold Bar/D351) 1604 2.69 9.38 1641.15 69.05 lbs. 3.4 Bldg Sand (Gold Bar/D351) 1241 2.65 7.68 1323.34 56.33 lbs. 1111111.1 Fine Agg. 2.60 0.00 0.00 0 00 lbs. Water 293 I.00 4,70 241.81 9.67 lbs Mbae-90 3.5 oz/yd. 1.63 0 14 4.1 cc. Pozzollth 80 14 oz./yd. 0.56 16.6 cc. MasterSet Dclvo 24 oz/yd. 0.96 28.4 cc Gleniurt 7500 2.0 oz/yd. 0.08 2 a cc Total 3844 lbs 27.10 159.9 lbs. Cain.Unit Wt. 141.82 Measured Slump 7.00 Atr Temp 67.0 W/C Ratio 0.42 Air Content 6.6 Unit Wt. 139.59 S/A Ratio(by weight) 43.6 Conc.Temp. 60.0 Yield 27.54 S/A Ratio(by volume) 44.0 Design Air Content 6.0%t 1.0 Target Slump 6.0"f 1.00" Area: 12.81 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17101 12/18/19 12/21/19 3 4 x 8 39780 3110 "" 3 40220 3140 3130 12/26/19 8 58230 4550 "" 8 59350 4630 4590 01/15/20 28 78850 6160 "" 28 78180 6100 6130 "" 28 78560 6130 02/12/20 56 89990 7020 "" 56 88640 6920 6970 Remarks: Bon/Peter. 9002911 I std An. 117/ DiWisipellirligt°ftbriiist al"Thenspostallon Concrete Mix Design Contractor Submitteclair 'Date Totem Eleatria-.0f.Taaarita.Itie,, Jane . --------- - 11/04/2021. Concrete Supn:tier Plant Lacettan Cadman!no: Sky'River'OM Woodinville(32) ., Contract Nurti§or. Contract Name 1:t 7tiValifl - re ._.- Redn Thls.mix is-to be,oseCt in,the'rdliOwitig'Elld Item No(s): Concrete Class: Other-Define in Remarks- y Remailts: vtrsncrrl i'l,ettiOnP Mr . l"4.4 I"Stomp, Ph+I-1'i'bia A ir nbcDOSign No. WP4600PA :Plant No 30;32 cem6ttious, „,,,.,,,,, 'imaterrals ' ' 214.` ri. . Plant Type,Class or oracle _Sp.Gr. Lbsky. ,. Cement Lehigh Delta,B.C. I ASTM C MS Type 105) I 1r 1 3:15 600 i/ .• , . Fly Ash a BoundariDarn oPigory,,A8. '5?1 F 0.C Aikall% 256 106 tGaFS:(Stag).2 ,0 too 0120, • CencreteAcimixthres Manufacturer Product :Est.Range • / .(02/cy) ,-- - MastetrAir A.E-90 .:I' - '02540' _Air Entrainment Mastet•Bnilded Water-Reducing Type A D'Master Builders MasterPozrzolith 00 1-50 Water4teducinfi,High kangelype F 0.1Viaster•Bnildeth. MasteiGlenium 7500,1, 1-60 _ Stabillier Type B. fl,Master Builders MaStelSet,DELVOI... 1400 0 . Water(Maximum) 293 lbsicy' Is any of the water Recycle0 or Rectaimati? CI Yesd a, No Water CementitiOus Ratio(Maximum), 0,42 Mix Design penalty(oot) 141.9. . _ . Design Performance.(Attach Test Data) Average 28-day.compressive strength (psi) .611Pg I Average 14-day ilmthral strength(psi)(Concrete Pavement Only)I Concrete Chloride lon Content(%by Mass of cement) 0.015 . I* Water Soluble El-Acid Soluble .L Agency We Only(Check appropirate Bog) .., eil This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid kerns noted above 0 This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and Is being returned for corrections Reviewed By: PE Signature Date DOT Form 350-040 SF 04bil.).i4grr;Origrnill- .0014getgr Revised 05/2014 Cciiiie, Th-State 6,4gIctials Lab-Stnztural AttitOtials.Eng,*,-Ftegignal MateriaN Lab;Neat frtspector Mix Design.No. 104000PA Plant No. 30,32 Aggregate Gradation i2 AASHIO El cOmbinect Nominal Maximum Size(in) "MEI Aggregates 1 4 2 .i, . 3 4 5 _ Total *SOOT Source No..b . _ Source ExpiraticiaDateb 10/06125' 10106/25 ..-,=.__.-... ASR Expanslen(%)b , 14 b4F----1:1 34% I 04.4% ,-7- ---- - - Is ASR MitigatiOn•Required' Yes; Yes Stock Pile Grading c Class.2 AAsiiiti 8 Percent of Total Aggregate :44 SS Specific Gravity pso 2,68 2.69 •[*-, -0 1 Lbsty(ssd) lgtO 1604 Include Percent Passing for each aggregate component:Include Total Percent,Passing Total, _only far Combined Gradations. _ 2 inch 00 100 __ 171/2.Inch 100 100 , . 1 Inch 100 100 3/4 inch 100 100' . .., 1/2 inch `4100 100'1 =- l'. I 3/8 inch, 100 93.6 , /. No.4 99.8/ 17.0"-1 No.8 984 5.00 / No. 18 72.6 4. 2.40,1 No.30 43.6. 1.00 NO.50 16.3 1 0.10 No. 100 3,00 1:: 0.09 NO,200 1.00 1: 0,08 Fineness Modulus 2.88. (Required:for Class'2 Sand) Proposed ASR Mitigation Method : 1The"-htitrtrH:oW*Iltali-cerhtilTV-Alt.n1000P See:lest result..-0A 4,114:C;1W-'1 Notes: a Fly ash or GGEWS is required for Class 40000 and 4000P•mixes, b Enter data from WSDOT ASA Database,ASR Mitigation Is required for sources with 14-day evansions greater than 8.ga%.No. mitigation is required If the 1-year expansion is 0.64%or lass.Proposed mitigation rriethodi foe1443YoxpariSianS greater then' 045%,require ASTM C 1567 tests proving that the method is effective,See WSDOT Standard SpecifiCatiOn:9-03.1. c Stockpile gradation:.AASHTO No.487;87,67,7.8;WSDOT Class 1,Cass 2:or combined gradation stockpile sizes:Sea WSDOT Standard Spetificaffen 9.03.1. d Attach test results Indicating conformance to Standard SpeCificatien 9-25,1, POT Form 350-040 EP ReVised,05/2014 L EHI GH 14El0ELBERGCEMEN7 Group Lehigh Northwest Technical Services Report Number : L-10109 5225 E.M rginol Way South Date Cut: 07/23/20 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)783.2525 Mix # WP4000PA F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 11.010 I Moistures Cement(Lehigh Pl.C1 600 5.15 3.05 I.000 24.20 lbs. I"x#t4 ID.* (12-05-1'J uo 0.00 1.017 24.20 lbs. 3/8"It 08 iiiiiiiia 106 tso 0.66 1.042 20.44 lbs. B.S.Mat 2.71 0.00 0.00 28.44 lbs. 1'x*4 2.74 0.00 0.00 3.40 lbs. I'x#4 2.70 0.00 0.00 3.40 lbs. 3/8"x 08 (Redmond/A460) 1604 2.69 9.56 1671.37 711.25 lbs. 3.4 Bldg Sand (Secbelt/CA7) 1241 265 7.50 1293.12 55.12 lbs. - Fine Agg. 2.60 0,00 0.00 0.00 lbs. Water 293 t,00 4.70 242.98 9.72 His, Mbae-90 3.5 o./yd. 1.63 0.14 1.1 cc. Pozzolith 80 14 oz./yd. 0.56 16.6 cc. MasterSet Dclvo 24 oz./yd. 0.96 28.1 cc. Glcniutn 7500 2.0 ozJyd. 0.08 2.4 cc. Total 3844 Ibs. 27.10 159,9 lbs. Cale.Unit Wt 141.83 Measured Slump 6.50 Air Temp. 67.0 W/C Ratio 0.42 Air Content 6.2 Unit Wt. 112.10 S/A Ratio(by weight) 43.6 Conc.Temp. 38.0 Yield 27.05 S/A Ratio(by volume) 44.0 Design Air Content 6.0%* 1.0 Target Slump 6.0"* 1.00" Ana: I257 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi L.10109 07/23/20 07126/20 3 4 x 8 57605 4580 "' 3 57430 4570 4580 07/30/20 7 65960 5250 ',IP 7 66675 5300 5200 08/20/20 28 79200 6300 "" 28 78665 6260 6300 "" 28 79805 6350 09/17/20 56 0 "" - 56 0 0 Remarks: Bon/Peter. 9002911 Istd • flieldwitanIli Concrete Mix Design 9 Contractor Submitted By Date Totem Electric of Tacoma Inc. Jane 1 I/04/2021 Concrete Suppler Plant Location Cadman Inc. Redmond(50) Contract Number Contract Name Duvall Ave NE-Renton This mix is to be used in the following Bid Item No(s): Concrete Class: Other-Define In Remarks Remarks: WSW)T CT 4fH)OP Air +/- I"Slump fi!4+/- 1 S°A; Air Mix Design No. WP4000PA Plant No. 50 CementItIous Materials Source Plant Type,Class or Grade Sp.Gr. Lbslcy Cement Lehigh Delta,B.C. i ASTM C 685 Tymitop ]v 3.15 600 Fly Ash a Boundary Dam Calgary,A.B. D3]F ❑ C Allcali % 2.56 106 1 GGBFS(Slag)a ❑ 100 ❑120 Concrete Admixtures Manufacturer Product Est Range (may) Air Entrainment Master Builders MasterAir AE 90 'r 0 25-10 Water-Reducing Type A q Master Builders MasterPozzolith 801 1-50 Water-Reducing,High Range Type F EL Master Builders MasterGlenium 75001 1-60 Stabilizer Type B I F I Master Builders MasterSet DELVO � 1-100 0 Water(Maximum) 293 tbs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ®No Water Cementitious Ratio(Maximum) 0 42 Mix Design Density(pcf) 142,5 Design Performance(Attach Test Data Average 28-day compressive strength(psi) 6300 Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride ion Content(%by mass of cement) j 0.015 1 Water Soluble [[Acid Soluble L Agency Use Only(Check appropirate Box) ®This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid Items noted above 0 This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: — ' 12/02/2021 PE Signature Date DOT Form 350-040 EF Distribution: Original- Contractor Revised 05/2014 Copies To- State Materials Lab-Structural Materials Eng.;Regional Materials Lab,Project inspector Mix Design No. WP4000PA Plant No. 50 Aggregate Gradation ®AASHTO ❑ Combined Nominal Maximum Size(In) 3/8? v Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7 A460 Source Expiration Dalet 12/12124 3/21124 ASR Expansion (%)b 14 Day + I Year 0.16% 0.02% Is ASR Mitigation Required? No No Stock Pile Grading c Class 2 AASHTO 8 Percent of Total Aggregate 44 56 Specific Gravity(SSD) 2.65 2.69 Lbs/cy(ssd) 1241 1604 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 1-1/2 inch 100 100 1 inch 100 100 314 inch 100 100 1/2 inch 100 100 / 3/8 inch 100/ 90.7 No.4 99.11 14.3 � No. 8 89.1 0.50 � No. 16 70.2/ 0.20 No. 30 46.5 0.10 No. 50 15.6 / 0.10 No. 100 3.60 0.10 No. 200 1.10 7 0.10 Fineness Modulus. 2.76 (Required for Class 2 Sandi Proposed ASR Mitigation Method Notes: a Fly ash or GGBFS is required for Class 40000 and 4000P mixes. b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%.No mitigation is required if the 1-year expansion is 0.04%or less. Propose° mitigation methods for 14-day expansions greater than 0.45%require ASTM C 1567 tests proving that the method is effective. See WSDOT Standard Specification 9-03.1. c Stockpile gradation:AASHTO No.467, 57,67,7,8,WSDOT Class 1, Class 2;or combined gradation stockpile sizes. See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9 5.1. DOT Form 350-040 EF Revised 05/2014 LEHIGH REIaELSERGCEME%7Cra.p Lehigh Norinwesi Technical Services Report Number: L-10108 5225 E Marginal Way South Date Cast : 07/23/20 Seattle,WA 98134 Customer: Cadman Inc. Phone (206)763-2525 Mix # WP4000PA Ft: 4000 PS!c;28 Days I Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures., I40 , Moistures Cement(Lehigh PI.CI 600 115 3.05 1.000 24.20 lbs. I" x$4 ID:i# (12-115-I4) 2.2e 0.00 1.017 24.20 lbs. 3/8" x#8 WILD:D":VIisi1'rl -. 106 2.56 0.66 1.042 28.44 lbs. B.S. Mat 1 2.7t 0.00 0.00 28.44 lbs. I"x N4 2.74 0.00 0.00 3.40 lbs. 1"x 04 2.70 0.00 0,00 3.40 lbs. 3/8"x S8 (Lakeside/A 189) 1622 2.72 9.56 1690.12 71.00 lbs. 3.4 Bldg Sand (Sechelt/CA7) 1241 2.6s 7.50 1293.12 55.12 lbs. Fine AU. 2.60 0.00 0.00 0.00 lbs. Water 293 1.00 4.70 242.98 9.72 lbs. Mbar-90 3.5 oz./yd. 1.63 0.14 4.1 cc. POzzolitb 80 14 az.lyd. 0.56 16.6 cc MasterSet Delvo 24 oz./yd. 0.96 28.4 cc. Glenium 7500 2.0 oz.lrd, r)08 2.4 CC. Total 3862 lbs. 2 7 10 160.7 lbs. Cale.Unit Wt_ 142.49 Measured Slump 6.50 Air Temp. 67.0 WIC Ratio 0.42 Air Content 6.1 Unit Wt. 142.10 S/A Ratio(by weight) 43.3 Cone.Temp. 67.0 Yield 27.18 S/A Ratio(by volume) 44.0 Design Air Content 6.0%"± 1.0 "Target Slump 6.0" 1.00" Area: 12 57 _ Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi L-10108 07/23/20 07/26/20 3 4 x 8 56550 4500 "" 3 57170 4550 4530 07/30/20 r 7 65500 5210 mi. 7 64820 5160 5190 08/20/20 28 79750 6340 "" _ 28 82400 _ 6560 6460 "" 28 81355 6470 09/17/20 56 0 "" 56 0 0 Remarks: Boa/Peter. 9002911 lstd .1 sonsImiA1.111 INF vranwarbitory Concrete Mix Design Contractor Stilmittect y Date Totem EIectric of Tacoma IUL Jan II/04/202f Conqrete.Supiffer pjewn,Location Cadman.lue. Issaquah(5i). Contract Number Oen!rad Narne, - Tti is rnix,fs.id be used the following Bid Item No(s): poncrete ClasS: Oilier-Define in Rem arks N . Remarks; WgriOT Or 4000P.A r 6"-1-/- - 03.414,f-JSui,;Air- - , . Mix Design No. WP4000PA 'Plant NO. 51 _ Cot entitinus iviate.ams, Source Plant Type,Class or Grade Sp 13r. kbsity• Content _ Lehigh Delta,B.C. ASTM 6515TV:3e 114154 liv"1 $1.15 600 :1 Fly-Ath 3 BOUrldark bain PalgarY,.A.B. F C _ 2,56. .106 '1 GGBFS(Slag)a t]in [3(20 El Concrete Admixtures Manufacturer Product Est.Range • , (oitay) • / - - Air Entrairinient VelaStriittiItIetS :Iylattertvir 9Ck . 025_10 Wator-Redubing Type A Master Builders iviasterPozzolttli 80 ,, Water-Reducing,High Range Type F _ri gaiteriBizildats ..MasterOlenium 7$61)1i; I-160 Stabilizer Type E] Master Buildert: MrSet-DEL,; Hit) eStev0 til Water(Maximum) 29 is,any et the Water'Recy'dled-or Redalmed? 0 Yesd No Water Carnal-0414sRatio(Maxlmorn) 0.42 •Mix Design Density(ocf). 1412.5, Design PerformenceiAttach_Test Data) 'Average 28-day compressive strength(ps1) I .6460, I, Average 14-day flexural strength(nsi)(COncrete lievernent.Only) Concrete Chtorida kin'Content eh bymas$of cement)] G.016 I 10 WaterSelUble 0 Add Soluble Agenay Use Only(Ctictck appialiirete Rosy -'•V This Mix Design MEETS.CONTRACT SPECIFICATIONS and may be used on the bid items noted,above This Mix Design DOES-NOT MEET CONTRACT SPECIFICATIONS and Is being returned,for corrections .9?.f. Reviewed By: '.PE Signature Date DOT Form 350-040 EF Contractor gevlsed Cp#105 -Stute M tpyiels Le&Siruct9itil Regional Matenals Lain Pttijrickin*ctik Mix Design No., WP4000PA Plant No. 5 f • ' Aggregate Gradation >II AASHTO LaCerribined Nominal Maximum Size 0.4 1111/1111 Aggregates 1 2 3 4 5 Total CA7 ' A1894 WSDOT Source No. Source ExpiratiOn Date b 12/12/24, 1/23124 ASR Expansion(%)brJ 14 Day 01.Year °AO% 0-36tici . _ Is ASR Mitigation•Required? No Yes Stock Pile pradine Class 2 AASHTO Portent of Total Aggregate 44 . 6 Spc140:Gravity'(SSD) 2.65 232 - . 1 1:.13s./cY(seri) 1241 1622 • lectude Percent Pasting for each aggregate.component.lecludaTotal Piiment Paqsliv• Total only,for Ccimbined.GrAdations. Zinch 100 100 ,1-112 inOh 100 100 •- 1 inc li '100 100 114 inell 100 100 • • - _1/2 Inch 100 100 WS inch '100 4 94.9.1 NO.4 99.1, 12.34' NO:8 89.1 NO.16 70.24 0.30 # 46.5 IMO NO.50. 15.6 4' 0.30 Na.'100 3.60 If. 0.30. NO,200 1.10 4! 0.30 Fineness.McdutUsi 2.76 (Required for Clate 2-Sand) Proposed ASR"MitigatiOn Method, : IThe-ustazilatiAtkall•Geoeat..,:Alfrittithoif•--See teitiatiuft'Of_ASTWICASa Notes: a Fly ash or GGBFS IS required for Class 400110 and 4000P Mixes. b Enter data from WSDOT.1kSA DatoOate,ASR Mitigation Is reqUired for Sources.with 14-clay expansions greater than 0.20%.No. mitigation is required lithe 1-year expansion is 0.04%or lass,Proposed mitlgatien methods for 14 day expansions greater than 0.45%require ASTM C 1567'k-oats proving that the method isiffecthie.See WSDOT Standard Spelf1caIiort9.0M.. ,C; Stockpile gradation:AASHTO No.487,57,87,7 8 WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT Standard Specification 9.03.1. d .Attach' est results indicating conformance to Standard Specification-9..25.1, POT Fonh350-040 EF Revised 0512014 L EH/GH HEIDELBERGCE MENTCroup Lehigh Northwest Technical Services Report Number : C-17084 5225 E.Marginal Way South Date Cast : 12/10/19 Seattle,WA 08134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WP4000P4 F'c: 4000 Psi OP 28 Days 1 Cu Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts, Gravity Volume Moistures 0.040 Units Description Cement(Lehigh Delta PLC) 600 3.15 3.05 1.000 24.20 lbs. I lit x 3/4" ID:# (08-28-19) 2.20 0.00 1.000 24.20 lbs. 3/4"x#4 106 2.56 0.66 1.020 28.44 lbs. iir x#8 2.71 0.00 1.037 28.44 lbs. Bldg Sand 11/2 x 3/4" 2 70 0.00 0.00 1.70 lbs. 1.7 I"x#4 (Macke/X125) 2 77 0.00 0.00 1.70 lbs. 1.7 3/8"x#8 (Menke/X125) 1646 2.76 9.38 164832 69.33 lbs. 3.4 Bldg Sand (Sechelt/CA7) 1241 2.65 7.68 1316.99 56.UN lbs 1111.1111 Fine Agg. 2.60 0.00 0.00 0.00 lbs Water 293 1.00 4,70 216.00 8.64 lbs MasterAir AE 90 4.0 oz./yd. 1.63 0.16 4.7 cc. ivlasterPozzolith 80 5.0 ozJyd. 0.20 5.9 cc. MastcrSct Delvo 24.0 oz./yd. 0.00 0.96 28.4 cc. 0 Master Gleniwn 7500 15.2 oz./yd. 0.61 18.0 cc. Total 3885 lbs 27,10 HI 1 lbs. Cak.Unit Wt. 143.33 Measured Slump 9.011 Air Temp 68.0 W/C Ratio 0.42 Air Content% 7.3 Unit Wt. 142.00 S/A Ratio(by weight) 43.0 Conc. Temp. 68.7 Yield 27.16 S/A Ratio(by volume) 44.0 Design Air Content (Target 2.0%) 6.0%t 1.5 Slump Range (Target 8.00") 6.0"± 1 00" Area 1 2 S2 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17084 12/10/19 12/13/19 3 4 x 8 54650 4260 3 55150 4300 4280 12/17/19 7 73370 5720 "" 7 - 72640 5670 ' 5700 01/07/20 28 94590 7380 Nit 28 93120 7260 7330 28 94210 7350 02/04/20 56 , 102160 7970 "" 56 102960 8030 8004 Remarks: Peter/Bon. Excellent W/F/P. 90029111 std Hgrouphclusa',Redmond'..Departments\Lab_BreakShcets-Cement Customer Agg Data\Break Sheets 17k to I8k117084.xlsx • Z.EHI GH i4E IDELBERGC E ME N T G rou p Lehigh Northwest Technical Services Report Number : L-10106 5225 E.Marginai Way South Date Cast : 07/23/20 Seattle WA 98134 Customer: Cadman Inc. Phone:(206)783-2525 Mix II WP4000P AIIR Pc: 4000 Psi(4' 28 Days 1 Cu Yd. Specific Absolute :Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity- Volume Moistures a 11411 Units Description Cement(Lehigh PI.1') 600 3.15 3.05 1.000 24.20 lbs I I/2 x 3.4' ID-0 (t18-28-I9) 2.20 0.00 1.000 24.20 lbs. 3/4"x Ito Ply Ash "p") 41 106 2.l6 0.66 1.020 ZR.44 lbs. 1/2" x 118 Lpi}_.i .t4►. 1.71 0.00 1.037 28.44 lbs. Bldg Sand 1"1/2 x 3/4" 2.74 0.00 0.00 1.70 lbs 1.7 I"x 04 (Hies Rock 1 D336) 2.77 0.00 0.00 1.70 lbs 1.7 3/8"x 08 (High Reek!D336) 1621 in 9.55 1653.42 69.54 lbs. 3.4 Bldg Sand (High Rack/0336) 1241 2.65 7.50 1286.92 54.88 lbs. 11111111111 Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 293 1.00 4,70 216.94 8.68 lbs. MasterAir AE 90 3.0 oz./yd. 1.63 0.16 4.7 cc. MasterPozzolith 80 5.0 oz./yd. 0.20 5.9 ec. MasterSet Delvo 24.0 oziyd. 0.00 0.96 28.4 cc. 0 Master Olenium 7500 15.0 oz./yd. 0.60 17.7 cc. Total 3 86I lbs. 27.10 150.3 lbs. Cale.Unit Wt. 142.49 Measured Slump 615 Alt Temp. 68.0 WIC Ratio 8.42 Air Content% 6.1 Unit Wt 142.30 S/A Ratio(by weight) 43.4 Coto.Temp. 611.0 Yield 27.13 S/A Ratio(by volume) 44.0 Design Air Content 6.0%t 1.5 Slump Range 6.00"±1.00" Area: 12.57 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi L-10106 07/23120 07/26/20 3 4 x 8 61125 4860 "" 3 61315 4880 4870 07/30/20 1 68570 5460 p" 7 69350 5520 5490 08/20/20 28 85050 6770 28 83900 6670 6730 "" 28 84700 6740 09/17/20 56 0 - "" 56 0 0 Remarks: Peter/Bon. Excellent W/F/P. 9002911 lstd ;1.5WaSilingion S.tate August 13,2021 Qualified Product List Contractor Prod)]Ct Information contractor: REED TRUCKING. Contract No:: CA640.005 Sub Contractor: TOTEM ELECTRIC Date; 08A21 Bid nem: A85.06.ai, Manufacturer:.LehighniNorthwest-Cemetit CO. De10_ , BC Product Name: E,CoCeni PLC IL(X) Blended Limestone.cement Standard Spec 9-01.,2(1)8, Concrete - Blended Hydraulic,Cement Product Description : (AASHTO VI 240,ASTM C595).Blended hydraulic cement type Manufactured In Delta!British Columbia, Canada.;Distributed from.Delta, BC to Seattle, WA Terminal and Everett, WA Terminal'. Per WSDoT Standard Specification 9-01.2(1)8,.the value of(X) shall be a minimum of 5%and a maximum of 15%. Product Restriction; Acceptance Code Code Description : Acceptance based.upon the cement Manufacturers Mill Test Report,number being Shown on each concrete Peediscer's certificate,of cOmplience. tast Updated :Aug 20; 202a, • To,be,tompleted by thefield Inspector: Quantity: Verified By: Date: . , i .• , Lehigh Cement 1777 R05.00110 Lehigh Hanson HEIDELRER-G-C$V1f-N4C7' r941 Delta,tittish Columbia,V4G itte P.O;sox!poi V4K 3S6 cle.6e414e0411 MILL TEST REPORT - • 11 .'"'. Ate dement Type:ASTM Type.0.(15) .ft4.4Amelonall MiStfraMI3' EcoCeniPLC-Portland Limestone Cement - - . Plant: Delta;BC l' Certificate tir D2L-135 II ._. Production Perio.d: Sep 612021 Test :Atilif Sep 30 2021 :Resta: 0.E,L54#9$4140 ‘sim,#gOlt,'on . 6102'(t.) A5111014 19;1 14203(%) AssiitC114 417 - Fe2O3(ra) ASridCrifi 335 - CaO(%) Asiogir4 '00 - • MgO (%) A5Th1Ct14 0-B * SQ3 1%) 4$74i or t4. 3.0T mak,3..i0 Na20 eva) Asroditd. 0,25, K29(A) ASTAfal 14 0.36 'Adjusted Potential Phase,Composition t-3 (%) • num Om 51 'MS(%) A.SIM C150 16: C3A(%) 4t14060 7 C4AP My AsmfOtse 10 Equivalent Alkalies OR AS.Ma Ctsc 0413 Loss on Ignition (%) ASTRif C714 .0: On f010 From Calcium Oxicia.(0.4) ,As1lLd114 0.5 . , ?gts may exceedlhe maxinturri Ilailt of 3.0%as theuenterit Tests AtTM.DI 030 Itiquireinents. barter Bar ispantrin at 14 days AVM 0100. 1001 max 0.02ll Afloat Setting Tripe Initial minutes} /ION 41p/ i10 . . 45.irr.'ipx,420: Elaine PhienesO tinafko) .4sritozo4 424 - . . +33S•ivesh sS1:ki Oa° '0.7 Air COntent of Mortar(1) Aswan:a 9.8 #namr it Autoclave Expansion(%) AsrmaiR ..11.01 mar;0,80,-mill .0.20 Compressive Strength !Oat psi 3 Day 4s*Ciapi1o9M 31.7/.4590. inta,,461;00 7 Day Asrindraphabitr 374/0430 cii,i,240000/ 28 Day(previous rniiinth) astro.Ciapilow 44.4164a0 min.240•060/ Sulphate Resistance,(C31/21) AS1114 C1012 0.03' Opit,CLIO (EXPalifOiOn at 180 days). Color(L) - 62 This will certify that the above desetibed cement meets the etandard chemIdatand physiOat rettulternents of ABM,Specificalien C595 for Type IL Poitland-ilmestone Cement. *Cartected by using ASTM dalcuratiOn fOr Blended Cement October 8,2021 Morn Chimist TECHNICAL REPORT :u_cuirF,Ea_ncrr•n* u30+1J1rOM \,y H ��Gt O 0 xC: ►:E VAT.CIA AID'9 • Chemical and Physical Analysis of Fly Ash Ceveiaped For: Leaugn Cerrert a D.i son of Hanson Matet als 1_umited $ 2'2.685-42nd Ave SE Caigary.A8 T2G 1Y8 Project: CA18620.300 Pfeil o1 Origin: Boundary Dam I Sample Date: July • - 15.2021 Report Diets: 21-Sep-21 Sample 10:218DI3 I Dote Received 5-Jul-21 Chemical Composition MI ASTM C 618 i9 Specifications Class F Class C Total S+,ica.Aluminum. Iron: 75.6 1 : Mir 50. Mir Silicon Dioxide 52.6 A.uminum Oxide: "7_I Iron Oxide' 5.0 Sulfur Trioxide. 0.7 5.0 Max Calcium Oxide 9.6 ,6 0 Max > 18.0 Moisture Content 0.0 3.0 Max 3.0 Max Less on Ignition: 0_2 6. i.1,:,A 6.0 Max AASHTO M295-19 Specifications Available Alkat es(as Naom): 2 0 1.5 \.1:i. 1.6 Max Sodium Oxide: 1.8 Potassium Oxide' 0.4 Physical Test Results MN f1181f1 Specifications E Claaa C Finer►ass,Retained on#325 Sieve(9t;}: 13.0 34 Max 34 Max Strength Activity Index(%) Ratio to Control @ 7 Days: 8A:3 Ratio to Control @ 28 Days: 100.0 75 Min 75 Min Water Requroment.%of Control 91.9 105 Max 105 Max Soundness. Autoclave Expansion(%): 0.1 0.8 Max 0.6 Max Drying Shrinkage, Increase r 26 Days(%}: 0.00 0.03 Max 0.03 Max Dens:ty Mgtr : 2.48 COMMENTS: • f., ,a's s :, F.ASTM C B18-I9 Specification Final%pone 1 Wood Environment and Infrastructure Solutions Rev:evrad Whirred 2Pou. C,E T Shaun Aadcroski,MSc.,P.Eng. Materials Laboratory Technician Associate Mater als Engineer a *mtrrna!-osa'Oa x.11:ors-.m+:irrr.-, u.coair -+drorasmrrorrK»ainnxaa TWO/MUM:poraaswryrnal'DMA.. TEST METHOD FOR DETERMINING THE E>S<IMMOID POTENTIAL ALKALI-SILICA REACTIVITY OF COMBINATIONS OF CEMENTITIOUS MATERIALS ENGINEERING INC AND AGGREGATE (ACCELERATED MORTAR-BAR) ASTM C-1567 Cadman Inc. Report Date: February 23, 2021 7554 185th Ave NE Project Number 20-01608-010 Re�ribn3.WA 98052 Revision: __ 1 Attention: Mr. John Cherne Sample: Fine Aggregate(CA7) Source: CA7 TEST NO: 20-01608-010 CEMENT TYPE: Type IL (EcoCem PLCI SAMPLED BY: Client CEMENT SOURCE: Lehigh Cement DATE SAMPLED: February-21 TOTAL CEMENT ALKALI: N/A SCM TYPE: Fly Ash Type F CEMENT ALKALI(Na2O eq.): 0.49°!% SCM SOURCE: Boundary Darn AUTOCLAVE EXPANSION: 0.03% SCM REPLACEMENT: 15% WATER BINDER RATIO: 0.47 I 1 3 .. __ I — W000T 184ee Expansion LIM 0.25 — ' , ""0"04118 POPO,(CA7) 0.20 ' i yaw o au, . 0 z a a. x 0.10 iu 0.05 - 0.00 ► t 0 2 4 5 S 10 12 14 u 18 =arrays) Expansion(%) , TIME,DaysI 0 4. 1 3 i 6 10 1 14 16 19 21 28 32 AVERAGE 0.000 0.020 0.050 0.100 1 - 0.160 - WSDOT 16-day Expansion Limit i 0.200 Notes; 1 Testing performed by accredited laboratory n accrxdance w th ASTM C1567 and Concrete Reference Laboratory(CCRL)certification requirements.Accredited laboratory-Lafarge Seattle,5400 W Marginal Way SW,Seattle,WA 98106,USA 2.Average expansion of three(3)test specimens after 16 days is 0,16 s ehl<h.e below the maximum expansion lime of 0.20%as per WSDOT. a ..t.4.P.... Reported by: TM Reviewed by: L/ Gene Lecuyer,P Eng-Materials Engineer queues pertain oar io Op tamps')orovKeO VIA 431,3aIuMn a xehng**rice c*dy Ere rnra.n,g rap-°labor Of eye14110W of the lest tiMilla roll he premed,,ynn written roq,;nsr orty EXL Engineering Materials Tasting Lab, Unit 0109•719tt Vantage Wry,Delta,BC V4G 1K7 PHONE 77847114054 EMAIL gtecuyertiNestanglnssring-ceiri r . I . TEST METHOD FOR DETERMINING THE III POTENTIAL ALKALI-SILICA REACTIVITY OF COMBINATIONS OF CEMENTITIOUS MATERIALS ENGINEERING INC AND AGGREGATE (ACCELERATED MORTAR-BAR) ASTM C-1567 Cadman Inc. Report Date: January 28.2021 7554 185th Ave NE Protect Number 20-01608-010 Redmond, WA 98052 Revision: 1 Attention: Mr. John Cherne Sample: I Fine Aggregate(D336) Source: D336 TEST NO: 20-01608-010 CEMENT TYPE: Type IL (EcoCem PLC) SAMPLED BY: Client CEMENT SOURCE: Lehigh Cement DATE SAMPLED: January-21 TOTAL CEMENT ALKALI: N/A SCM TYPE: Fly Ash Type F CEMENT ALKALI (Na2O eq.): 0.49% SCM SOURCE: Boundary Dam AUTOCLAVE EXPANSION: 0.03% SCM REPLACEMENT 15% WATER BINDER RATIO' 0.47 ! [ WSOOT 16-day Expansion Limit i US .— —I--Foe Agerprte(D338) fE : — 0°...°°°°-4."...'" ........" 7. 111°1 � � 2 4 6 ll t0 32 IK 16 1$ TDIE tea) Expansion(% TIMEA0ys 0 1 3 $ 10 14 16 19 i 21 28 1 _32 AVERAGEt 0.000 - 0.030 0.070 0.130 - 0.190 - - - W SDOT 16-day Expansion Unit 0.200 Notes: 1 Testing performed by accredited laboratory in accordance with ASTIR C1567 and Concrete Reference Laboratory(CCRL)certification requ:rernents.Accredited laboratory-Lafarge Seattle,5400 W Marginal Way SW Seattle,WA 96106,USA 2 Average expansion of three(3(test specimens after 16 days rs 0 19%which is below the maximum expansion Urnit of 0.20%as per WSDOT, G. gt Reported by: TM Reviewed by: Gene Lecuyer,P.Eng-Materials Engineer �� it Results patein only to Ill.emorl;s)prowled ad ciieslln.ies a iss*a service a* FAO nearing MOer:xeraeon or erekneoor of lino lest!sculls nal oe prowled upon eeelen'coven'only EXL Engineering Materials Testing Lab, Una it109-r+ge vantage Way.Drrta.HI:V4D 1I 7 PHONE 778-375-9054 EMAIL giocuyerooderginesnng.com TEST METHOD FOR DETERMINING THE E><1101111111M POTENTIAL ALKALI-SILICA REACTIVITY OF COMBINATIONS OF CEMENTITIOUS MATERIALS ENGINEERING INC. AND AGGREGATE (ACCELERATED MORTAR-BAR) ASTM C-1567 Cadman Inc. Report Date February 23,2021 7554 t66IhAve NE Project Number. 20-01608-010 Reci none, a --- --- Attention: Mr. John Cheme Sample: Fine Aggregate(A189) Source: A189 TEST NO: 20-01608-010 CEMENT TYPE: Type IL (EcoCem PLC) SAMPLED BY: Client CEMENT SOURCE: Lehigh Cement DATE SAMPLED: February-21 TOTAL CEMENT ALKALI: N/A SCM TYPE: Fly Ash Type F CEMENT ALKALI (Na2O eq_)' 0.49°ro SCM SOURCE: Boundary Dam AUTOCLAVE EXPANSION- 0.03% SCM REPLACEMENT: 15% WATER BINDER RATIO: 0.47 6.30-L i i _ , — W80OT 164ey Expansion Lulu .. N1EM 0.20 4 ear► 0.15 - ' :".....-'''''....'."....---.....:.......'""......'.........."'''''.. ...."...j."."...°...4.- 8 0.10 0A5 0.00 _ r 0 2 4 6 4 10 1.2 14 16 141 TON ) Expansion %) TIME,Deys 0 1 3 6 10 14 16 19 21 28 32 AVERAGE 0.000 - 0.030 0.070 0.110 - 0.180 ' - - - - WSDOT 1-6.-day Expansion Limit 0.200 Notes. I.Testing performed by accrsdted laboratory in accordance with ASTM C1567 and Concrete Reference Laboratory(CCRL)oertelcstlon requirements.Accredited laboratory-Lafarge Usti*,5400 W Marginal Way SW,Seattle,WA 86106,USA 2.Average expansion of three(3)test specimens Aar 16 days is 0,18%which is below the maximum expunger Omit of 0,20%as per WSOOT, est__ C-A LtirAfn \CI Reported by TM Reviewed by: CCilit Gene Lecuyer.P.Eng-Materials Engineer AMMO WWI oral'to re tt Milks?provldtd and contewto■tooling,.r..s only Engo v, .gr•la on or era1HMMOn of be O.tl rttuMt M.be prowdra upon...Oar"r•gwrt only. EXL Engineering Maerrlale resting Lab, Un11 4104-71114 Vantage Way,Della.BC V4G 1K7-PHONE 775-374-0054 EMAIL 0teettyer$.odengMnalnp.caw I , * • TEST METHOD FOR DETERMINING THE E:><INNIMm POTENTIAL ALKALI-SILICA REACTIVITY OF COMBINATIONS OF CEMENTITIOUS MATERIALS ENGINEERING INr__:: AND AGGREGATE (ACCELERATED MORTAR-BAR) ASTM C-1567 Cadman Inc. Report Date rebri,ary 23 2021 7554 185th Ave NE Project Number 20-7 t 608-0'0 Redmond,WA 98052 RovIscor Attention:Mr. John Cherne Sample: Fine Aggregate(A460) Source: A460 TEST NO: 20-01608-010 CEMENT TYPE: Type IL(EcoCem PLC) SAMPLED BY: Client CEMENT SOURCE: Lehigh Cement DATE SAMPLED: February-21 TOTAL CEMENT ALKALI: NIA SCM TYPE: Fly Ash Type F CEMENT ALKALI(Na2O eq.): 0.49% SCM SOURCE:. ` Boundary Dam AUTOCLAVE EXPANSION: 0.03% SCM REPLACEMENT: 15% WATER BINDER RATIO: 0.47 MOT 16d1ayeepanlanUa1N 0.25 I - —FIneA00t (eat) Iam i e>• aw , at a 8 1 ♦ e A 10 u 14 i6 18 TIME(Days) Ex ansion (%) TIME,Deys 0 1 1 3 6 IC 14 113 19 21 28 32 AVERAGE 0.000 _- 0.030 0.060 01.00 - - 0.170 - - - - WSDOT 16-day Expansion Limit 0.200 Notes: 1,Testing performed by accredited laboratory in accordance with ASTM C1567 and Concrete Reference Laboratory(CCRL)oullcellon requirements.Accredited laboratory•Lafarge Seattle,5400 W Marginal Way SW,Seattle.WA 98106.USA 2.Average expansion of three(3)test specimens after 16 days is 0.1716 which le below Mn maximum expansion knit of 0.20%as per WSDOT a)- 1 ' Reported by TM Reviewed by: f/ l . Gene Locum,P Erg-Materiel,Engineer `` ' Ranee carom Orly la Ina aan.ple(ei pro des and consoaiiae a*Mina writs anly sneinavMq aMwOrMalion Or e+al.raUon J!:ne ter!r wars Ann be r.'ovr]ed I. ».II.' i.*4..'.I unIy EXL Engineering Materials Tasting Lab, Unit 11011-7198 Vanlaga Way,Delta,BC V40 1K7•PHONE 779.378.9050 EMAIL giecuyerigaxiengineertng.com TEST METHOD FOR DETERMINING THE t ..' POTENTIAL ALKALI-SILICA REACTIVITY OF ��ioo ` COMBINATIONS OF CEMENTITIOUS MATERIALS ENG AND AGGREGATE (ACCELERATED MORTAR-BAR) ASTM C-1567 Cadman Inc. Report C.;t_ February 23,2021 7554 185th Ave NE Project Number 20-01608-010 Redmond,WA 98052 Revision: 1 Attention: Mr. John Cheme Santpla: Fine Aggregate(D351) Source: D351 TEST NO: 20-01608-010 CEMENT TYPE Type IL (EcoCem PLC) SAMPLED BY: Client CEMENT SOURCE: Lehigh Cement DATE SAMPLED: February-21 TOTAL CEMENT ALKALI: NA SCM TYPE: Fly Ash Type F CEMENT ALKALI(Na2O eq.): 0.49% SCM SOURCE: Boundary Dam AUTOCLAVE EXPANSION: 0.03% SCM REPLACEMENT: 15% WATER BINDER RATIO' 0.47 030 t - W9OOT 1e4dsy Expr m1cn Unit 0.25 --- 1 -•-«—Flna Aepn.gels(0351) i 010 1 — — 0.15 i ti 1 0.10 ' - �r�r 0.00 0 2 4 6 e 10 12 le 16 111 TIME(Days) Expansion(%) 11ME,Days 0 1 3 6 1 10 1 14 I 16 19 21 28 32 AVERAGE 0.000 - 0.020 0.040 1 0.090 i - 0.150 - ( - - - WSDOT 16-day Expansion Limit 0.200 Now: 1.Testing performed by accredited laboratory m accordance with ASTM C1567 and Concrete Reference Laboratory(CCRL)ceroncat+on reouirernenta.Accredited laboratory-Lafarge Seattle.5100 W Marginal Way SW,Seattle,WA 08106,USA 2.Average sxpansion of throe(3)test specimens after 16 days is 0.15%which la below the ma*nuni expansion limit of 0.20%as per WSOOTOft- Reported by: TM Reviewed by. ✓ Gene Lec uyer,P.Ertg-Materials Engineer C C I ring*p.rton arty m 0be s.rpctsl pnrndod and con W h,l►s a%SAN. YK*only Enpine.nne mUrpralMon ar.v hn.an or live owl mulls old sit provided upon wAWn MOO*anh/, EXL Engineering Mstembas Tasting L . Una e111.710$Vantage Way,0slla.EC V4G 1K7•PHONE T7437I4664•EMAIL pleowysr0►exlengineertng.com I 0 _ ii.;SVasiiing ton S tate Atiost 202t -• Qualified Product List . _ Contractor Prodott Inform-Afton, Contractor, REED TRUCKING Contract No OAG.2)0.066 Sub.Contractor: TOTEM.ELECTRIC Date; O8-1321. Bid Item: A8506:01 , • Manufacturer: Lafarge NOrth,America - •SeattleONA . • c Product Name; Centralia Facility Fly Ash; Class F Standard Spec 923,9, Concrete Admix Fly Ash Product Description : Fly ash: ClasS F; produced at Trans Alta,power;prOduction facility In Centralia, WA. The primary raw materials ai-e Cool Mined in the Powder River Basin in VIlyorni4 Prod act Restriction : AccOptane code : 2545: Code Description Acceptance Shall be by receipt of a Manufacturers MITI Test Report submitted with the' concrete mix deSign. Review the mill test report to verify that the available alkalis limits set in AASHTO M ,295 Table 2 Is met If the mill test report indicates that the available akatIs ilirnitt•are exceeded verify the mitigation recommended by the Contractor conforms to the reOulrernents of the.Stan'dard SpecincatIons. Last Updated : Dec 3, 2619 TO be completed by the•fieldinSpector; Quantity: Verified By: tea* LLEAKIFARGIE NORTH AmEgicA cement FLY ASH TEST REPORT Analysis 14(aitia.$eattte,Cancrala.La Sample'front;. Opritr',alla.Power Plant Avgir004 Analypla: 06100 021 tOt.Rapc4.14kimiYer Class chinoteitAnniviii§ - . Iteai+4lis SID*pftgdtin 0:30 494'% tt % .(feaCW 6.10 To (ANA.011p3).+(Feacij) %. 5O% MkASTM %. M.ilt.:kASTM Oxidargh14 % 15%Max-Astm 4690.ti1uroOculd thr Co *om oi % Malt-A5114 Lps.soortioD5Ott 0.25% 5%MAi Aialff-DS fia.A0.(prayitolis frarithtf?ille#0 PhirsicirAnAisis, .. go.t41.tted 045.*(1'.40,125.•50/0) 15,0% .34%Max:-.11.5T4 Slrfm5010;eititit0 i0448.4(1h,Poiland ertirriont, %Oltiiht(0.*1-Days 94'% ASTM %urnoiiii) 75%MIti-ATOM Wol4 pequlteriiwt Pareento,Ibtottral % '1'0*Max4.,SIM , Autorkii,a6Esiparislin 0.D1¶ malt A'sno Dia** 2.65 Marne tilfomiR;,1 Rotalirernonts. DsU. *Didtiort flont.A.ye.to0 ,5.00'to: 5%Max-ASV 51avp,'VudiUDOrarnAvifsrago 3413% 5%.M.Px-RUM Wei heretrieertik Utak Oa;cemrseoe fir asp sartiple 600 mats Ott7*001 P.10'srd.al rti4ultermantsoflIATM CS1aami A/01/,0 M2*.cfar445R Fflyaih, DItector WESTERN REGION 5400 West KatgiliattiaySW,Snnte.WastiltAtqd OlitOrAl I/ 01.0;20.0:923A55 0O.4i?AHO P13)4 206.021.03ga , I , 03,30 01) Cgt,In.P#e:C.ongratc MASTER® po Prensi cpricrqko >>BUILDERS OM al, Vass Conciroto S.OLUTIONS . •=%w, MasterPOzzolith80 Welter-Reducing Admixture UescrIpton Featute. Mastuilietielitkt0:-(eadi- fRaduett water content required for a 6Ttiqn.wOrKdOiPly to-use.111cpitdadfrib5tUrd . Controlled setting characteristfoi—norrnator retarded: is utedlorrneiting more, undorrn and::predItt6ble, tenctfits laity ofincret0. .MasterPazzcilith 80 t1S compf eafldfler.pral.stranglhe adfnigUre meets,LATNi't. improved workability, 494/C 494M requirements Redticed•ses raga liOn for Type Ai wsterlositicing, • , Type Eli.retarding FIbflity In the scheduling.at placing and finiSlifng0P4tallons arid-tirpeb,retarding a Offsets effects 41 efirly stiffening during extended delays,between mixing and placing 14 aoct to,ter,-4-adticing„, ' H&ps clfrnlirtato cold j6Ir6 Ortlixtureq, . . Full.rdrrn deflectionObmtaltelilate 4ictoreeondrete setSrin-extended pours for bridge AppliatiQns decks;cantilevers;nonshored structural cilernentS.Ct Recornmended.ler use in: Freak temperature andtor rate of temperature rise rowered ii mass orincrata:there4V rodyting...therifial cracking 1.1 FiNsliestdol ccrtOrete. *PrOctitt cotiudto Perfpernargca.CharadtoOstics PI Reinforced(cencrete, Rate of Ifortlenloy:,The temperatOre.of the eanrete mixture and the.ambient temperature Sholcrete effect.the harian1ng vale of concrete,-Al higher teMperatbres, Concrete-sUlfens more rapidly which may cause problems with'.Pl4cingi and finishing: The dosage range of 1.10ftivie10151.44ntrele fOadterPOzialith 80 admixture can be Varied to proVide the desired setting:Characteristics, it Pumped concrete 4.011.1 Guidelines for Use Pervfous concrete Dosage r Depending on the setting characteristics desired, MaslorPono11111.80 admixture Is recommended for use within the dosage range of 3,10 8cdpivt(195-650 millact kg) pelr::.cOnsoildatIng -or terrientitiops materials for most ophttete:nibitUrds using average.cpncrelo ingredien0., OdrIcratd,(sep) Be0ause Of variations In job conditions and concrete mated*, dosages other.than the reccimmended amounts may be reauiredi In such cases, Contact your Noel sales representative. Aiwa'al MBCC GROUP page 1 of 2 Ia.q.o.u.6.1 1,4024imaltll Id AO I MUM GIII9AM 1W44iingtOlii tate' 1).4rwirtivi.ant nf fre,qnetr4ortithflif,EL. August 13,202! Qualified Product List Contractor Product Information Contractor: REED TRUCKING' ConOact No: CAd-20.065 Sub Contractor: Toiimtt.E6i*ip Date: 08-13-21 Bid Item: A8506.01 Manufacturer: BASF Corp ration (f:Ormeri,Y BASF COnStrtjetiOtliCkeThital , Inc..) - Cleveland', DK Product Name: MasterPozzolith 80 Standard Spec: 9-23.6(2),.Coherete Admikture-Type A-Water-Reducing Admixtures Product Description : Liquid normal range Water reducing admixture for cencrete: Type.A Product Iteitricticin : Acceptance Code: 7240` Code DescriPtion :Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated :All 31, 201.9 To be completed by the field inspector: Quantity: Verified By: Date ' p a . . NlasterPozzolith 80 Techrlicol Data Sheet Product No* Utilizing-WentItvide resources,14(ideate!BullderS Selutions • e a COrresIvitir , NonTtIlloridei Non•Coriosive: M arunity of experts ar passionate bout providing esterPOzzolith 80 Garin' . . - • . •.. • . Ith S tO challenges.within ,all"stages re construntioni adniXtli.re Will neither "thiliete nor premote. corrosion of • -• as well as the life cycle.of stnrcture. At Master Bidders "reinforcing stearin COncretia.This AdmiktOre.d'oeS not contain Solutions we -groats. Sustainable solutions tor censtrUctien Intentionally,added calcium chloride'Or'otherChloride,based - around lhegiotie, ingredierrIS:. torepatibility:.MasterPozzolith adirsil Limited Warranty Notice ithirei may be,uSed,fn combination with any Master Builders Solutions admixtUres. Master Builders Solutions Wariants 114 product to be free When used in conjunction With other admiXtunts, each from Manufacturing defects and to meet the technical Admixture must be'disPented separately into the mixture, properties on The current Technical Data Guide if used es directed 'within shelf life. Stisfactpry results depend Storage and Handling not only on quality products but also Upon many factors beyond-,our control, .MAsTER BUILDERS SOLUTIONS Storage Temperature; MasterPoZzolith 80 admixture should MAKES NO .OTHER WARRANTY OR GUARANTEE.. be stored above freezing temperatures If MasterPoz4910 ..E>rijfiESS OR IMPLIED; INCLUDING•.WARRANTIES OF 80 adMixture frAezes, thaw it 36'`F (2 °C) or above end •MERCHANTABILITY OR FITNESS FOR'A PAitripitAti completely reconstitute by mild rnechanicat•agltatian.De not PURPOSE WITh RESPECT TO ITS PRODUCTS,The sole use presSerized.alr foraitation, and exclusive remedy of Purchaser For any claim concerning' Shall Lifer MealprPOzzoillii 80 admixture hgs:eitintrrillin,Shelf this product, including' but'not limited to, ntalfriq alleging life of IS months Depending on storage conditions,the shell breech of warranty negligence,.strict liability or otherviiisek life may be greater than Stated.. Please comma your focal is shipment to purchaser of product'equal to the amount SAWS repl'esentritiVa regarding suitability for use and dosage of product that fails-to.meet this warranty Or refund of the recommendations ir the shelf ilk cif MasittPoZzofilh 80 original purchase price of product that falls to•Meet this admixture has been exceeded: warranty, at the solo option of Master Builders'SolutiOns. My claims.toncerning this product must be received in Packaging writing-within one.(I)year Wattle.dale-of Shiptrient and any claims not presented within that period are wai'ved.bt MesterPozzolith adinixture'sloop-lied.ih•45.gal (2Cill t.) PuiChaser..MASTER.,BUILDERS SOLUTIONS WILL NOT drums,275.gal(1040 L totes and by bulk delivery; • - BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL. CONSEQUENTIAL (INCLUDING' LOST PROFITS) OR Re!ated DOounlent$ PUNITIVE bAMAGEs oPANYKIND. Safety Data Sheets;MasterPozzolith 80 admixture Pkitei.Oet must determine th suitabifity. of the products for the intended use and assumes all risks arid liabilities in Additional Information connection theraw,ith.Thisinformation and altfurther lechnICal Far additional Information ri MasterPozzolith 2 arhfduró advice are based on Master Builders Solinitins' present •• e and expert HoweVer! Master Builders or it. use .1n...dei'retap(rig• conereba Mixture with special knowledge, •e. . . .• •. Solutions assumes 00 for-providing such Information performance charecteriStIth,. contact your local sales and advice including the extrint.to tvhieh Such.information .representative; and advice may, relate WI exiStIng third party intellectual MatOr Prrtd of MBCC Grotipi pii..etjerty rights, especially patent rights, nor shall'any legal is a glolml leerier of innovative glierniStry ygems and relationship be created by 4.1,arise from the_provision of such ferrhulaliens for constructioni: maintenange, repair and rnkrfituon,and pdvied.Master.atilIders.SOlutionSreserveS restoration o StnietUre§ The Admixtere*-§tem§bOinqs$ fle right:to make any Changes according to technological provides advanced products. solutions and wilierifec that progress or further developments. The Purchaser of the improve dumb*, water reslilance, energy elligiency, Product(s) must test the proriudt(s).(or suitability-for the safely, sustainabitily and aeSthelies.of concrete strgetura§ intended application and purpose before prOceedIng trritiva above and below ground. halprng customers to.4tiveve full application of the product(s),Perfotrnarica of the product .reduced operating costs,Improved eifielencY and eallen6c1 destri-bed herefo shOuld bs verified by testing and carried thiishpd pro_911101s, Out bylotrafified eiPerte; ca.r.tecOaro*.ft 100'ItlT401.1 re0.5101.00 0(1130filalle Of wAIDGC:a'CtOttier01114%P.116'4,064.1 at.0i0.4411 •-- ' ' ' irSile Murk 9,:gen sourtmi-csiumon. Master Soilittiins MOD'Chown souir.cila 1.163 Boulevar0 Owen; P 11424tA4 fAisnidar4:°hail&1.07 am7' vevw,moaliu7.bulide.IT•gilutign.6c0001.'us us i4 4 Lict7428490 aNnik,VW-M.IM page-2 of 2 I441'43.1thatxPâzt IOP212OW3AIN I Q3 30 00 Cast,tn-Place Coticreta M 3 034000 ..-' Pra+�slCanr:ret© MASTER® 03,7000 Miss Concrete > BUILDERS r cu'ils�i MasnnrjGroddng SOLUTIONS MasterGie nium® 7500 Fu��- ece 'deter-Reducing Admixture pes0-i0o14 Features MasterGtenlum-7500.full- MasterGlenturn.,7500 full-range water-reducing admixture is based-on the next generation' range water-reducing, of polyc arbokylate technology found-In:alt of the MasterGlenium 7000 series products.Thrs admixture is very.effective technology co"mbines.state-of-the-art molecular engineering with a precise understanding in producing concrete of regional cements,to provide specific,and exceptional•vaJun to all phases Of the concrete miriturt#s with,different construction process, itivels of Workability rA Dosage flexibility fornormat,mid-range and higti✓ra-age applications including applico that require Self-consolidating F�tcel1ont®arty Strength d oloprnent lida concrete(SCC). ■Controls-setting cneractertstics MasterGlentum 7500 ■ Optimizes slump retentioniseliing reiationship- admixture meets ASTM•C 40-11/C 4911M cdmpllance it Consistent air entrainment requireinents-for Type A,water-reducing,and 6enefite Typo Ft high=anga vtater at Fastertumover of forms due-to accelerated-early.strength development reducing,admixtures. at Reduces finishing labor costs due to optimized;set liinos Applications ■ Use in fast track construction Recommended for use in: at Minimizes the need for,slump adJustrnonis at the Jabsite le Concrete with varying ■ Less jobsite QC support required waterreducticn It Fewer reeected toads requirements f 5-40%) fir Concrete where control ■ Optimfxes•Concrete.mixture casts of workability.end settlny Performance Characteristics time is critical ■ Concrete,where high Concrete produced with.MastetGJenlum 7500 admixture achieves significantly.-higher iladvabllity,increased early age .strength than first generation polycarboicylate hig11-tpnge water-reducing stet lily,high-early and admixtures. MasterGioniurn 7500 edmixturei also strikes.the perfect balance between Ultimate strengths,and Workability retention and setting characteristics in order to.provide efficiency in placing imgrpved durability are end finishing concrete.The dosage flexibility of MasterGienium 7500-allows it to be Used needed es.a normal,mid-renge..and high>rartge water reducer. a-ProdUcing,self- consolidating concrete (SCC) ■Sire.ngtb-on-demand concrete,such as . -` Concrete • MBCC GnouP rs Pervious concrete page•l of 3 1 oM0831 MaareionrortoDUWd t .(4D tVtnna It57AM . Washington State rrirrrinti rtrt August 13, Qualified Product List Contractor Product Inforthation Contractor:, REED TRUCKING Contract NO: CAG40-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Did Item: A85.06.01 Manufacturer: BASF Corporation (formerly BASF Construction Chemicals, Inc.). Cleveland, 121-1; Product Name: MasterGienium 7500 Standard Spec: 9-23.6(2), Concrete Admixture -Type A-Water-Reducing Admixtures Product Description : Liquid normal range water reducing admixture for concrete: Type A Product Restriction : Acceptance Code: 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producers 'Certificate of Compliance indicating the product and dosage of the admixture conform to the Concrete Mix design.. Last Updated : Jul 31, 2019 To be completed,by the field inspectori Quantity: Verified By: Date: MasterGieni um 7500. Technical Data Sheet Guidelines for USe Siorage and Handling Dosage:MasterGlehlurn-7504 admixture has a recommended Storagatampariturel,MasterOleniurn 7500 edrnixturemust be dosage range of 2-16 II oz/M,./1 (13605 mU100: kg) stored At temperatures above 44°F 0:00,IrMastefGleriknn of camenbllous materials, For most mid- Ic high-range 75.00adm1Xturefr8e0,s,thaw and reconstitute by mechanical. applications, flosages In the range of 5-8 ozkort(P25;520 agitation. rni./100 kg) will provide excelient performance, For In ..h 11 r, - • - • S elf Li a, MostorGleniU•m 750a admi. xture has a minimum PanOminnoe and- enduring salkonsolidaling ccncrete shelf life of S months.Depending-an storage Conditions, the mixtdres,dosages•of up to 12 ft adokt (780 mL1100 kg)of shell'L. life meybd greeter than stated. Please CantaCt Your 6t'rfl'31titictuS'rriat6./*e''an't3e ilec6u4e dr*Fa061* lace swee.irotesentaiiiie regarding suitability for use end in cdnoretematerlaiS,jobaile conditions and/or applitatiens, dotage recommendations,irthe'shelf lire of MasterGlenIUM dosages outside of lha reaqntrn011tfil.range nitay0a.reciallad, 7,50gadmixture has rbeen exceeded, In Such cases,contact your local sales representative. hrtasterGlenium 7500-admixture in be added with Pacitagin4 the initial batch water or as a delayed additlam &Weyer, eoGmurn water reduction is generally obtained With Mast9rGicinium"7500 adtnikture iksupplied in 54 gel:(20El L) delayed addition, drums.275 gal L)totes and by bulk deAtery. Product Notes .Related Dooutnents Safety Data Sheets MasterGlenium:;r$00 admixtureComosivity — Nom0hlaride, Non-Corrosive. 'MasterGlerdurn. - ' 7400 adMbitura will neither initiate ndr-PromOid•PrlicIsion.ci reinforeing steel embaddeidin aOrlOre10,prestressing steel-or Additional Information of galvanitod steel:floor and reef syste me4 Niiithar•Odic;iith For additional infermatton on Maelardientum 14011 admixture chloride-bar-Other chloride-based trtgredienta are used in the or on its use in developing-concrete mixtures with special Manufacture of MeateroleniuM 7500 admixtUre. pericirMariee Oared-et-Om contact .yeur local sai!ea -4> CamijAiiittY; fillaStartlionium 740 admixture la compatible rOptesenlativet With most adniiiddres used in. the Oteductien, 'quality concrete,including n ormal,,mick-range and tligft-fait0 water- MOW Briltderea 41titIOAA,a;brand of Mi3CO'Gkria;Is a reducing adnitxturOsi eir-entrainers,aoceleratcrs,'retarders, glut of lariOvetive chamiSby sy,§-teias and rontruki- Otended set control admixtures, corrosion.Inhibitors, and. lions forcensfruction,matiltannooe;repair and restOretion stuiniwga reducers of strtiCttin4 The Mmrdure Sms-bualnes.sprovkfos' be not use klasterGlenium 7500 admiXtUra with Admixtures °J;f,;Vaft,OriPmci155.„4,44‘11°05 and 64341449:11z°1 imP" containing beta•naphlhalene sqlfonhla.Erraiirs behaviora,in stump,: ''..Fr.aivtllk Saatoyofficienty,safely ' StistainaPHIttaild freothallc.sal coatrete'Struaures,above workability ratehlien and'pumiPabilitY may beexPedenced.. and:160km gr.pund.helping OUStaffleiS'10 daNavoredpood" oparating.c&IS,;appalled'eltofoncy and enhanced Mailed wady*. piliziag.triatfatviaa re.s.aurObt.06 Master Buildorsn'quiu- Oohs community of experts are passionate about providing solutions id-chaltenges witiiin a stole Of cpuitruttion, as leellas 00110 Odle ate strustura.At Master Splutforis•O q(ealectistainable sehtitOns fer cent ti:41617 -eiroand _ . . Master Builders-Beluttoes wv.m.rnaster43uildets-solutiens,comfairug page 241'3 0.41.42.41enorpriunotoeichni mein 3;59AS, , .0 • Nila8tOrOieniurri 7500 Technical Data Sheet ••••••—•._ - Li tr itd Warranty Notice Master SuilderS'SolultoosVairants this,prorfuct tote,tree. from manufacturing defects and to meet the technical preparUos on the,c0rent'Teehnical Data Guide, if Used' as directed within shelf life.,Satisfactory results depend not Ciniy on quality products but also upon many factors beyond Our Centre!: MASTER BUILDERS qLIJiiOPIS 'MAK.ES NP OTHER, 'WAikAii,,,NTY PR GUARANTEE, EXPRESS OR,IMPLIED, INOLupiNG WARRANTIES OF 'MERCHANTABILITY OR FITNESS FOR A PARTICULAR PORPOSEWITH 13PECT TO ITS PMODOOTS,The,sole and akcluelve remedy of Purchaser tat any den concerhing this prodUct including but not. limited to claims alleging breach Of wprrai,iiy, negligence, strict liability,or otherwise is shipment to pin:chaser of prioduSI equal to the amount rif*duct that fails to meet this warranty or refund of the Original pinch*'price or product that fails to meet this Warranty, ot the Sere ciptIon:or Master f3uildert.Selutiont. Any clairis corterrilng this product must be"received in. ,writing within one(1)year from the dale.of shipment arid arty. Claims not presented within that period aro Waived P400Sar,,.MASTER BUILDERS SOLUTIONS. WILL NOT BE RESPONSIBLE FOR .ANY SPECIAL, INCIDENTAL, poN$EciuEt4Tykt (INOLUDINP LOST PROFITS) OR PUNITIVE DAMAGESOF ANY KIND. Pucharmtdteriiiin.B thestiltability'of the prodUcts for the Intended uo-giyiii assumes oll,risks end-liabilities in connection therewith.this infOrmatieni and all,fOrther technicatadvIce;are, based on Master Builders tetutlene present kriCwiridge and Pxperienbel,WCWOlier;:Master William Solutions'assumes rib liability for provIding.such Tpferntation and advice including the-extent lb which such information and advice'may'relate to existing third party inteliectifet property rights, especially ptenI rights,nor shall any legal relationship,be Created brew .arisefrOM the prevision al 5u-di:I Information,and'adviCe:Master Builders,SaltilfortS:iieervestba,right to make any.oriqngds according to technological progress:or further developments. The Purchaser of the Product(s),must test the product(s)(or stiltOblEity for the intended application'.and purpOSe before phateeding With a fulrapplicatlorieflireprOduCt(s).PerfOrrnanCe, or Ihe product described herein should'be Verified by testing rind carried.oui by qualified:experts.,, (NSF) v.,itocc.oral432I5 . b6Tc3tPrZitt irafi.i.nrk OW OW 4,mgmba t 10 iglu iy 1Jr11` lf4Ant Bividuri likissno MT' fllasler U,, 0141111Cti birki Omen Boulavmd le60.17-11 Ccaultrraid Ctortnnd,Cui 441225,4M ernmiliir,'MOM*-1.61.14ti ww4v.mastopbulklers-sotullormapm/an!yi gis .411N44,404 c4r#Ibicr.,Mostcalsop page 3 of 3 IDo-co 144,...*GkAwroneakida 3 sf.g. 11f14*/ 3:59itAl I , • , ii2lirashingion State August 13,2021 Qualified Product. List Contractor Product Information ContractOr: REED TRUCKING Contract No: CAG-20-065 Sub Contractor; TOTEM ELECTRIC Date: 08-13-21 Bid.Item: A85.06:01 Manufacturer: RAS F",Corporation (formerti:BASE nsr Ctig inc. ) Product Name: MasterAir At 90 Standard Spec: 9-23;6(1), Concrete AdMixture—Air Entraining AdMiXtures Product Description : Liquid air entraining admixture for concrete Product Restriction Acceptance Code : 22.50 Code Description :Acceptance Is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage Of the admixture conform to the concrete mix design. Last Updated :. Nov 27, 20i3 To be completed by the field inspector: Quantity: Verified By: . Date: , 4 1, 03 30 00 Cast•Irt:Pinee Concrete MASTER° ..,• 03 40 00 Pretest generate > BUILDERS '03 7-0 0o Mass Concres SOLUTIONS MasterAir® At 90 Air-Entraining Admixture Description 'Features MasterAirAE 9ain u Ready-to-use in the proper cendentration:for rapid1accurate dfSpenslrig. entralning.adrnixtuie.is for use.in Concrete Miaturits,It Benefits Meets the qiquifernerite of ASTM C'260,Ar‘S wrci M 114 Improved resistance CO damage frOm'cydlib*ezinj and thawing 154 and Cf2D-C 13. tio Improved resistance to scaling fnerri-deicfng spite IrriProved plaalleity anditrOrtca:bittly Applications: at Reduced permeability—Increased watertightness Ete0Ortanerided.for use Ih: to liedeeed.sogregallan and bleeding. Concrete()Nosed to cyclic'freezing Performance Cracteristics .onct,thoNing. 'Concreledurability research has"oStataished that the best proteCtiort:for concrete from the Production of high adverse effects of freezing and ihavOn9 cycle's and (1000 salts results frorr:proper air quality normal er Content in the hardened qdriCiete a suitable eir-rvOid system in tern*ot bubble size and lightweight concrete spacing,and-adequate concrete strength,assuming the ussi,..ofSOund aggregates and proper (heavyweight CeriCiele, .mbdng,transporting,:placing.,conSolidation',finishing and ottring..teahrtiqUeS„MaateriktrAE 30 norMallydoes.niat admixtore can be used ta.obtain adequate freeie?.thew-dinabllity in a propedy proportioned, ,contain entrained al' Concrete mixture if standard indastrY praclices.ere foilovVed, AirContent Driteriainatiori:The total air content Of normal viiotglit concrete should be Measured in strict accordance villh ASTM C231,"StandardIest Method for Air Content of Freshly•MiXed: Concrete by the Pressure me.olge or ASTM C 174C 173K"Standord Test.Method.for Air Content of Freshiy.Mixed Concrete by the Volumetric Melhoci.'The air content of ightWeight cOnerate should ortly.beclatertnined using the Volumetric Method:The oir Content should be verified by calculating'the lravirtetrikaircontent In-accordance.with ASTM C 13816 133M, "Standard'Test Method for Oensity CUM Weight), Yield, and Air Content(Gravimeli10)-of Concrete."if Mello's)air content,as measured by the Pressure Method ar Volumetric Method and as verified.by the GraOrrtotrie Method,deviates by more than.t5%.the cause should be determined.and corrected ihrOugh equIpmenteallbralion or by vtIhatever process Is deemed riecesaiy. Aar,wist MBCC GROUP page 1 of 3 oxr,e0V3'14(mmakA0 Nikki 1 05ct05O 151foal MasterAir AE 90 Technical Data Shot • ------- _ Guidelines for t;10. Precaution Dosage: There is.no standard dosage for MasterAir AE 90 In a 2005 pUbircallen from the Portland dement Asteciation admixturo. The exact quantity of aiecntrafning *admixture (PCA R&D Serial No,2489), it.was reported that pnablematic neededOr a given air content -concrete-vanes because air-vpict carellenniphatara-ptentially-l-dadloTablivelitimal of differences m concrete-making materials. and ambient decreases En strength Wasleupdtrootnoide with la additions coadigens.Typical factors that might influence theamoent of ale of water to air-entraleed eahraetes. Late additions Of water entraiaed ihatude: temperature, cementltieue materials sand inaludelhe coaventlenal practice of hclding back Water euting gradation,-sand-aggregate rate,.Mixture proportlttns, stump, batching for addition at the lobate.Thereforek,caution should means of conveying and placement,consolidation and finishing be exercised with delaye4 additiens.of water to eir:entrarned technique.The arrtount of fulasterAirAg 90.admtxtureq*will concrete, Furthermore, an air content check shottd be depend upon the amount of entrainedair required under actual performed after post-botching eddition of any other Materiels to job-cent:WM-IS,in a trial mixture,use 0.25-to 4 6 oaleivt(10461) art air-entrained concrete mixture, mL/100 kg)of cernentitious,material,Measure the air Orailinia of the trial mixture,and.If needed,either increase or.,decreac,e Product Notes the quantity of MasterAfrAS 90 admixture:to obtain the desired - Dorrasivity — rien7Chieride, firon-Carnisive: -MasterAir AE %), air Omani, adMkglere will neither irglate nor promote rcorrosion of In mixturescontaining water-reducing creel:v:1mo!aerodures. reinforcing end pp:stressing steel embedded in concrete,or of -the amount orMasterAle AE 90-,admixture heeded may be galvanized floor and roolsysteMS.Nedalaiurn'enterfde or other somewhat leas triad the amottal required in plala cbricrete. aiketee,based ingredients are used,in the Manufacture of this 130e.to pepaible.theng es in the fa ctors that can affect Ihedesage admixtUre, of ii.laaterAti AE 90 admixture, frequent air content checlis eempatibillea MasterAir AE 90 admixture may be traed lii should be made during the course of the work.AdjUstri1e14 combination with any Master Builders-Scilutaris admixture, to the dosage should be based on the arneunt of entrained air unless slated otherwise en-the data-sheet for theother pradUct required in the mixture at the point of-placement. When(teed ip capjuntiltat with otheradmixt ures,each admixture if an unusually high or low dosageof MasterAirAE 90.admiXture must be disaglislad'se0.1ratelY into the concrete MiXtUre. is required to obtain the desired air content,consult your fecal' sates repreSentataa In such caseS, it May be necessary lb Storage and Handling. determine that,in addition to a endear air Content in the fresh Storage Temperature: MesterAir AE. 90 admixture •should cencrele„-a suitable alrareldsystem is achieved In the hardened be stored and dispensed at 31 'F (-0.5 ;C) Or higher. concrete. Although'freezing.,does not harm this-predict, precautforiS Dispensing and Mixine: Atici MasterAir AE 9D admixture to the should. be taken fo. prefect it from'freezing. If MOSIMAir concrete mixture using a dispenser designed for alr-entialning AE 9p admixture freezes, theW at 35 ;F (2!lc; or!!abeve actobdures,or add manually using a suitable measurIngdevice and completely reconstitute by mild mechankal ragitation. thatensures-.accuracy within plus or minus 3%of the required tto not use pressurized air for agitaticini amount. shelf Life: Mastenair Ag,90 adinixture has-a rhinimem shelf Far optimum, consistent performance., the -air-entraining life of 1&months.Depending on storage conditions.the shelf admixture should be di-Vented on damp, the aggregatek.If life may be greater than stated-. Please cent-act y,pUr focal the concrete mixture contains fine lightweight aggregate,field sales,repreSentafive regarding-Suitability for use and dosage evaluations should be conducted to determine the best method recommendations if the shelf life of MasterAirAS 90 admixture to dispense the afrenlrainIrtg admixture. has bear exceeded. Safety:chemical,geggies and giavqS amrecem.merided when transferring or handling.this matehal. Master matters Solutions www.maq.tepbulitters-so!utions:tortVen;u page 3 DAT410t9 ti raw* E JfldI 2 piafp 151 , 4 , MaiMerAir AE 90 Technical Data Sheet. Packaging LJ ,tted Warrarity Ncitice iviesterAirAEBO admixtureisSupolfedin sgal(20S L)drums, Master Builders Solutions warrants this product to bairee from 27S.gal.004 4:16t6s.„anct,by itiCillt4eilYer14. inannfockining defects and to meet the(ethnical properties on the current Technical Data Guide, if used at directed within kelatOd Docuirt6nts. heIf lire. Satisfactory -results depend not only de quality products but also upon many factors.;beyond our control. Safety,Data-Sheetsf•MasterAfr AE BO admixture MASTER BUILDERS siDt.t.rttoN$• MAKES NO OTHER WARRANTY OR OtJARANTEE, EXPRESS OR IMPLIED; Adctjtional Information INOLLIOINO, WAR,RANITIES OF MERCI-lANTABILITY OR For For additional information On"master-Air AE.sp.ocinliOnP,or ILO FITNESS FOR A PARtOULAR PURPOSE WITH RESPECT use Ito developing a concrete Mbdure with Spacial_performance TO ITS PRODUCTS. The sole OCitisive fenttloY of chara'cteristice,;coniant your Lodel sales representative, Purchaser far any claiire concerning this product,including but not limited to,claims alleging breach of warranty,,negligence, Master a be;rld Pr "BCC GmtIP' strict liability or otherwise,is ehinntent purchaser Of prOdtt4 Ls a globe! leader of innovative; chemistry systems end equal it:the arribuni drgraclutt,thdfr fails to meet W101/00'440; fOrroultgrarls rot ebrsFucffi3n, !iialifterta096- repairatd or refund of the orl&tai PUrchaie price-Of•Plorkidt 010t restate:ion'arstructarei The Actrrilitture Systems haSifteSS to ' this iwarramii, Ri Builders thste, provides advanced pradttote, seltdians end expertise that soirj"ii"6ns":my.claim-svcri;e11703w this- ;;;c7m""must bi`.?rocoivec ItOrkr)Vo 01490/1* 10tOr rtesisleanWor Orr! telfiCifticK iti*ding within one (I).Year front the date Of shipitent and 641.!ustalnabititY;rtcl 4.1"Yl,d1r6s' Oft'"";sir4c`uff..s. any cialma not presented within that Paned-are watied by abotte and oefotv groondi nelPirfg ottstOmett ta, aOtove purchasbr. MASTER BUILDERS SOLUTIONS vow:610T reduced operating Oasts;impraved'efticiency end enhanced BE RESPONSIBLE FOR ANY SPECIAL, woop.NT,AL. tinfshed 0:WOO& CQNSEQUEr411At. (INCLUDING. LOST' PROFITS)' OR titilicfngWorictlikta resourees;the Master ettlideraSetutionS PUNITIVE DAMAGES OF ANY corn inky at experts are p'asslonete eihmit' Providing putt imsehtuistdeiertilie the_ sultabINty.of the products for the 6'fAlliOns 19 c11;11611116s 6th4(st6gPs 6,Cellsfructi617' I-Mantled use and assumes ail risks and liabilities In COnnection weil as tiro firO cyors Of stnicture.. tvlesteratilders therewith,This;Information anti all ftathor technical advice-are Solutions We,create.31isipfrra416 SciuttanS for Construatibit based..en Master Bultdors Solutions'present knowledge and aroUirci the experiente.floweVer. Master BUirOers Solutions assumes no liability 'far providing such littoral-anon and advice including the oxtent to which Such bitbrrnition.and advice may relatela existing third party intellectual properly rights,,especially patent rights,nix Shall arty legal relationship be created by,tilr ansoftoin the provision of such.infOrmatiOn and advIce.Master Builders Solutions reserves the right to Maita'anYchtingeSacCording to leoinnolegical progress.or further dovelOpmerits..The Purchaser of the Product(s)must test the product(s),far suitability for the intended application and.purpose.before proceeding .With, full application Or Itie praduct(S),Paiformyance of the 00040 described hereln:ShoOld be Verified by testing and(#ttreii;out. by qualified experts NSF) 4,moot opiip 4 I I1124 DAT•ilko Pth 4A,I 1,5 irsitwewit atm ineft eViAirtIn0 a-4M 4.itild • „. glINT ROWS VI 0:W:1111A Pll (ez- aster IerU-Satutt gultd ons 231TO Cltaaurr 6mA:ovoid 1$110 Clalk riavaloWci.CAI di i2,744,111 Eirnnial.0114104IT nra wwwanastopinitittemsatudons.samiert-us um*5ir.-6290)10 CANADA ILI Vic34511.1034 page 3 of 3 IOAT-0013 NUCLIAPPE 9andli J rytir217 1:51 I „ 'Oa 3a00 Castin•Pltea Comma MASTER 634060 ,P0Fast demo, > BUILDERS 03.TO 00 3 " ilks,q.ClinOrgte SOLUTIONS' MasterSet® DELVO Hydration Cont.ro(ling Admixture Description Features Masterel.DELVO ready- • Reduced water content reqUired for a given worliabil4 tepee,llould admiXture Retarded-setting time tharacleriatiCs, is used ter making mare uniform and predictable improtred,workabllity highiperfermanca concrete:MasterSet Benefits OIEL,V0 admixture retards * RiovideSfleXibllity-in the scheduling of plating end:finlaiingoperatiorrs Setting timr er.by controlling ti3e'liyelrallon.of portlan.d, 1+ Offsets the effects of slump,toss during extended delays,between rnbting'MO placing cement a rld'olher Redoes*aste associated With concrete washwater and returned concrete cernantillous materials 0 Increased:strength—pernprtssIve and.flexural • fiacilitating.plecing and RriiahlitoperatIon.s. MaSterSet pEt.vo PerfOrtnarite CliaradteristiCS admixture rtreptt:ARTki•C Rate of Hardorritig:The ternperatura of a concrete mixture and the ambient temperature 494/C 494IVI requirements (forrns, earth, air, ,etc) affect.the hardening rate of concrete. At higher temperatures, for Typair,retarding,and concrete hardens More rapidly which maytaUSe problems-with placing and finishing Typo Diviatekaditclotl Onet,of the functions Of MasterSet P.ELVO admixture is to retard the set of concrete:Within and retarding,adreiidtire . the nomisi dosEige range,it will generally extend the working and setting:tittles of centre-to containing normal portland cement,fly ash; slag cement and silica fume approximately Applications hour to 5 hours compared to a Plain concrete mixture.This depends-on,Job materials and Recommended'far use-ln:: temperatures.Trial fnixtures should tril Made under apprOximate fek.onditiont to determine the dosage required. StablOatioilof concrete Compressive washWaterStrength; Concrete produced with MasterSet DELVO admixture will develo • higher early(within 24 hours)and higher alltalestren'glhe than plain conwitewhen used a Stabilization of returned. • . • . 4 . , • - ••• within the recommended dosage range and under nOrmal,comparable curing condltions. plastic concrete When MasterSet pELv0 admixture is used In heal-cured concrete, the length 'of the a,Stabilization of freshly Preheating period should be Increased Until the initial set of the concrete Is achieved.The batched concrete tbe actual heztt-curing:perlordis then pduced.accordingly to rneintainexisting productientyclee long hauls -without sacrircing early or ultimate strengths. 4X4-Concrete, • Par,OPoct concrete,, shotbreta(wet-rni*)end benveritienal101acect concrete • • • Plain„reinforced, precest,prestressed, lightviMight and normal - _ . _ ._ . . _ A virm eJ' weight concrete, BCC GROUP • PeMous concrete caFj e I oil 0.04.0210.11443113000.ildi 1 4 11/#29 116.roo I 0 iVaslHiigtpn Shite 1 August.9,2021 Qualifid, Product List Contractor Product Information C4)ntra cto r: REED TRUCKING Contract No: bAG-20:465 Sub Contractor: TOTEM ELECTRIC pate: Wi 5-21' Bid Item: A85.06.01 Manufacturer: BASIS CorporatIon (formerly BASF Cayistiljaion,,,Cliernid81s,:inc.), Cievel OH: Product Name: MasterSet DELVO Standard Spec : 9,23,6(3), Concrete Admixture-Type B - Retarding,Admixtures Produtt Description :. Liquid set retarding adnitxture for concrete: Type B. Product Restriction : • Acceptance Code; 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete`Preducer's Certificate.of Compliance indicating the product and dosage of the admixture conform•to the concrete mix design. Last Updated Nov 27, 203.5 To be completed by the field inspector: Quantity: Verified By: Dater MasterSet DELVO Technical Data Sheet _ . Guidelines for Use Storage and Handling. °Osage: MasterSet oi.va admixture is recoMmended Storage Terre/crater-a;MesterSet DELVO admixture,Should'be for use at a dosage of 4± 1 fi etreWt.(260,±'56 rnt.1106 stored above freezing temperatures, If MasterSet DELVO kg)Of cementelous materials far most concrete Mixtures admixture freezes; thaw et 35 °F (2 °C) or Mice& and Using average concrete Ingredients,. For long time-to- completely econstitute-by Mild mechanical agitation.Do not discharge applications, such as long hauls, dosages usepressurithd air kir agitation. higher than the,recommended range may be required. SheifLife.MasterSet DELVO admiiture has a nitrilreurn Shelf Specifically,for shotcrete applications,MasterSet DELVO life of 12 months.depending On storage conditions,the shelf admixture It recommended for use eta dosage of'1.5 0 life may be greater than slated. Please contact your local ozitcwt to 25 ft ozlcwt (100 mt.)100 kg to.1,500 m1.1100 areerepreSentalive regarding suitability for,use areldosage kg) of cementitious materiels. Because of variations In ,recommendations If the shelf life of MasterSet DELVO job conditions and concrete materials,- dosages other adnibdure has,beert exceeded. than the recommended amounts may be required. in Such cases.contact your local sales representallve, For concrete waShwaterancl returned concrete stabitizationi Packaaino- — utilize MasterSet DELVO charts to determine the MasterSet DELVO admixture is supplied in, specially appropriate dosage rates. designed 55 gal(200 L)drums,275 gal(1040 L)totes and by bulk detivety. Product Notes Carresivity Nee4hlerlde; Nortterrosivei.MasterSet DELVO Related Documents admixture will neither initiate nor promote corrosion of Safety Data titeetst mat,toset DELVO admixture reinferelhg.steel in concrete.This admixture does not contain Intentionally-added calcium chloride or ether chloride-based ingrediente, 'Compatibility; Maste6at DELVO admixture may be used in combination with any Master Builders Soluliens admixture, When, used in corilOnOilen wllh 'another admixturei naeh admixture must be dispentedseparatelif frito*e mixture, CAUTION; White MasterSet DELVO and MazterLife Cl 30 admiXtures,areccespatIble In thesanne concrete mixture when added eaPerataly, these Iwo admbsturet are,NOT compatible in the tattle STORAGE TANK.OR CONTAINER,In any ratIO as.pOtentially harmful gas may result from blending the two. Contact a Master Builders SOlutieris representative If there are any questions regarding admixture storage or admixture compatibility. , . Master Builders Solutions www.master-buIlders•solutiona.cornion•uo Nip DAUM hiamtael DELVMpeld 2 11t7a0 1:23AM 1 , MasterSet DELVO Technical Data:Sheet. Additional OlfOrinatiort, Limited Warranty NO#00: For more information. oh MasterSet LIELVO.„admixture, Master Builders Solutions warrants thiepteduct te be free contact.your local satesrepresentativel. from mantle-dining detects,.end to meet. the technical Master •Builders SOlulibirsi a brand of MCC erodp,_ proper:OS on the current 'Thehrilcat beta atidei, if uSed eireCted within Shelf life. SaUsfaptory reeults depend de a global.'feeder bt frindvatiVo cherniStry ysiteria and not Orgy Orr nuatity producta also dpon Many factors rormulations for construttlen, maintenance repair anti f t a es Tile Admix re S b beyond our central. MASTER BUILDERS SOLUTIDNS rastoradon o sruir , Admixture tailleSS: • provides.ariVanced pradticts. Whitlow and exPerilso ailiMES, -NO OINER WARRANty dUARANTEE; EXPRESs bit IMPLIED. INCLUDiNG INARRANtiES OF imP•fc61 4tdr6billiY; wafer reStgance' °el° °(*circif' M—RCHANTABILITY OR'OIT ESS safety.streleinaby acistlit Ups of derfcrele sittictffeA • - /3 A, PA. LA above and Woe/4round, bitgpirtg clistoniers to, achieve, PURPOSE WITH RESPEPT TO!Ts PROPUCTS,The s-.0,1e raducadoparallng costs,impfuvoct.06.fortcy Etna eriheor5:d end eXclusive.remedyef Purchaserfer any cleiniconqem,ing fintshrid products. this-prothict, inelticling but not limite,d to„ claims:alleging breach of warranty,.negligence„strict liability Or-Otherwise, Utilizing?*OrfdWido PCOS,the&loafer BuildorV SaldtidOs ts shipment to purchaser of product!equal to the amount call-OW(4 of aPorta. passionate about Procii,.0/19of product that rats to meet thl$warranty or refund of the solutions lo phallenves• withlri all stages•of.cOnsktfariam original purchase price of product' that'faille to'Meet this as.well as-iitalife'49,de of a Stroblene•,' .A1 kfeStar,'Otillders warranty at the-sole.option of Master Buiteers.Solutions. Saluffatia we create 0.#faipat* 0114hs for cbti;q04kift Any Claims concerning this product must be receiVad. In around the-globe, wArig within one year from the dale of and any claims not presented within that period are Waived by Purchaser. MASTER.ticaLloERs 40.4ritior;is WILL NOT BE RESPONSIBLE FOA ANY 'SPEdIAL,. tmoiciewrAt,, CONSEQUENTIAL (iNctkiatwp LOST PROFITS,) OR PONITIvE OAMOss OF ANY-KIND: Purchaser Must determine thesulta of the:products.for the Intended useendessurnesall risks and liabilities in connection therewith.This intorrttettoh.entltaltfyithet technical adviceare based on Master Builders.Solutions'prsentRnow;Odgq exPodoriee.Hollirelver.Master UildettSdutlqns.assumes.no liability. for providing such infonnation and Ovice including theextent to Wtilchstichdnfermation and advice may relater• to existing thini-perty Injellechrat property rights, especially patent dghte,nor shall any legal relationship be created by or arisefrore the*vision Ofsuctiiiiforrnattnopnel advice.Master 8011dere Solutions reserves The,right to make any changes accerriki to tothnOlogioet Fitogro'se or turtheritoveloponents, The Purchaser of the Product(s)...milet test the.prodUat(s).'for Suitability far the intended.epPilcation and purpose be6i1 proceudirtgwitha full appittatiohef the pre duct(s).Pori-enhance of the cprOduct described herein shcitire'be'verified by testing and Carried out by qualified'experta, MçCru1p4.104.4.toririlt 1:1754-1' WregistataillrodOrtiOat tranytalivt4as Ppllea 5110 rc titU.0 A*si Ea-ege.t.intativsl M4steir BulidetsSa u ens 2.3iNICH010.121DtitHattl lag()Cfutic tiositopr41 Cra.141nO,Ohio 402.?,55.14 Dearrpvt Omer;LOT OM voww.mar!tomr4lidersirolutIons.qcktprou ti$A PZIO-028.9•310 CANARN 48§-40:430, WV: ogtottmadowsa4 0 ir.p'Ai • e 4 • MasterSet DELVO Technical Data.Sheet - •- - •••-•-• Guidelines for Use Storage and.Handling Dosage: MasterSet DELVO edmixture.Is recommended Storage Temptitatura: MastorSal DELVO adrnlidore should be for.use at a dosage of 4± 1 fl ozfcwt 65 mL/100 stored abOve. freezing temperatures. If MasterSet.DELVO kg)of Cenientitidus materials•for most concrete mixtures admixture freezes, Maw at 45.'"F•(2.'"C) or ebOve, and using average•concrete IogredlentS, For tong time-to- completely reconstitute by mild Mechanical agitation.Do net disCharge applications, such as long hauls, dosages use preSsurizedalrferegitatIon. higher than the recommended range may be required. . • Shelf Life:MasterSet DELVO admixture has a Minlmum.shelf SpeCifically,for sholerete applications,MasterSet DELVO life of 12 meats,Depending on storage ConditionS,thesheif admixtureIsrecbmIleflded'for use at a dosageof1-•'°L 1' life may be greater than slated..Pleate contact your local oz/cwt to 25 ftezicwt (100 muiap Kg to 1,50Q mLf100 sales representative regarding suitability for use and dosage kg) of Cementitieus materials. Because of variations in recommendations if the ;he itfa of MasterSet rorivo lob conditions and concrete materials, dosages other admixture has been exceeded. than the recommended amounts may be required. In such cases,contact your local SOWS representative. Per . Packaging concrete washwater and returned concrete stabIliaation, utille MesterSet DELVO charts to determiner the MesterSet DELVO admixture ts supplied In .Stjacidity. appropriate dosage rates. designed 55 gat(20a L)drums,.275 gal(104014 totes and by bulk delivery, Product Notes Documents Corrosivity— Non.Chlerlds, Noniporresive: MesterSet DELVORelated admixture will neither !filtrate' her promote. Certosion. of Safety:Data Sheets;Masterset DELVO reinforcing steel in concrete.•this admixture does net contain IntentIonally,added calcium 'chlorida or other chloride-based Ingredients, Compatibility: MasterSet DELVO admixture may be used in cemblhalkin with any Master Builders Soldens adrnixture. When used. in conjunction with another admixture,, each admixture mUst be dispenserfseParately into the DADTION: White MasterSet DELVO and MasterLife CI 30 admixtures are.ccmeatible Inihesame earrerete rniXtute when added.Separately, these two admixtures are NOT compatible in the same STORAGE TANK OR CONTAINER, in any ratio, as pelentially harmful gas may result from blending,the two: Contact a Master Builders Solutions representatiVe.it ,theta are any questions-regarding admixture storage or admixtUre compatibility. Master Builders Solutions www.tooStorr-bullders-oblUtlens.eom/eq•uo pne 2 of 3 frAutzarram&sdortvtunal2 123ftiit II MasterSet DELVO Technical Data Sheet Additiori.a! lntorrnation Limited Warranty Notice. For snore Information on MasterSet DELVO, admixture, Master Builders Solutions warrants this:product to be-tree contact your local'sales representative. from manufacturing defects arid to meet the technical. A?at.ler-,Btoders-.sprulions, a brand—o!MaGG Grad propefttes an the current Tec tnlcal Data quids, if used. is a global leerier or innavalive Chemistry systems end as,directed within 'shelf life', Satisfactory results: depend formulations tot construction,. maintenance, repair rand not only on quality products.but also upon many factors restoration of structures, The Admixture Systems:business beyond our contra!, MASTER. BUILDERS SOLUTi.ONS provides advanced products. Solutions and expertise that NIA E:$ NO OTHER WARRANTY OR Gt1ARAtvYEE, .improve 'r1uC+?bilify water rt3sfsfance, eriaigy erffciency, EXPRESS OR IMPLIED', INCLUDING WARRANTIES OF 'safety, sustainability and(aesthetics or Condole structures,, MERCHANTABILITY OR FITNESS FOR A PARTICULAR sole- above' and below grouts, helping customers to achievePURPOSE WITH RESPECT TO ITS PRODUCTS.The redUradoperating costs;Improved efficiency and enhanced and exdUSIvu.rornedyaf Purchaser far any claim concerning tlri(staedproilucts, this product, including but not limited to, cfatrns 8lleging breach,of warranty, negligence,.strict liability or othw wise', Utilizing worldwide resources.the Master Builders Solutions is shipment to purchaser of product,equal to the amount community of exports are passionate about providing of product that falls le-meet this warranty,or refund of the soiuffgrts !a challenges within all stages of construction: original, purchase price of product That fails tio• meet this as well as the tire Oete of a structure. At M user Builders warranty, at the solo option of Mastet Builder's Solutions, ;Soak/ions VWe create sustalnable.soltrtions for,canstnictten Any cdglms concernfnng this.,predpot.must be received in errand the globe. writing within odd ('I) year troll the date of-shipment and any,claims not presented within Olaf period:,ere waived by Purchaser. MASTER BUILDERS SOLUTIONS WILL.f.IOT SE RESPONSIBLE FOR -ANY SPECIAL. INCIDENTAL, CONSEQUENWWRtL (INCLUDING LOST PROFITS) OR PUN lT1VE DAMAGES OF ANY KIND, V Purchaser must;dalermine the suitability Of the products_for the. ; intended use and assumes all risks and I►abltliias in.Connection therewith.This iriforrrialfon.and all further technical advice are based,on Master Builders Solutions`present knowledge and experience,I{nwever,Master'Builders Sofutfors'assunies-no liability far providing such information and'advice including. the extent.to which.such information and advice may relate, to existing third party intellectual property rights,.especially patent rights,nor shall any regal relat1onshlp,b'e_created'byor arise from the provision•gf such ihfarrn;ation artd advice:Master Builders Sctutians reserves the right to make any changes according to technological progress or furtherdeveiopnlents. The Purchaser of the Pmduct(s)Must lesLthe pradtrct(s)for Suitability-for the intended application arid pUrpdse beffre proceeding with a full application of the product(s):Performance of the product described heroin Should be"verified'by leating and carried out by qualified experts. •(NS i ertntsztJVnu 111111 latfti�C+7wu,rcieixtnri�r/ ��ipu'1mmiln I F rAm6tnrBuildersS0luricas rItlVrf.iidrH5oliran.Uil.c hto:fir011ddrre14luluneCxade,Inu' 231i)iCkidrME3dfIWXU 1eeCl.kEobltrv3!d CJnvelund.afiin 4i1t: .55 1 Qtmf olio,Dn!Ofid LRvr•fprf wWw,nenifirt.igltdatr solutionrr.acrntort;ue. .usn 3 atlaau•Mn ra:rairn 2.10,30AVIP pi'lf]G.f,7i 3 1 0AriW71A'streaminmfairoa 2 ! Snom) IOArt! , . , National Ready Mixed Concrete Association Certificate of Conformance For N Concrete Production Facilitlet mcA ,,,,,is 3 TO(1ERTIFY Trfig Seattle Plant 54, Seattk, WA aidatan ina has been inspected by the undeTtigned licensed professional etigineerfor tonfonnonce with the requirements of the aieck-LOtfor Beactv Iiiiivei Concrete Prodgetion Y:acilities: As of the inspection date,the feeilitiee met the requirentents for pret*etien by' Central Mixing with Automatic BatCh ing andlecording$of Cementitioto Materiais,Aggregate, *ger, awl chemical Attmixtures •.....„.,...„,..„,..,..1,,,,,s,.. ' ockciictio• .7-40 aoriAsik, ,st . -:s._N ) SigilItupe ofLiecitadaPfeaSsidealThiginect . 1 , 4 AI . a October 28, 2019 ' , January 13, 2022 ,•. • 1140 , hs- .1,1 , 4°44 'n4S 1-4>f,igf hispeeticat Date i,"' -,:, 'Crettificatica ExainitioaDatz TiiiriNaNraaAttiin-these facilities in;map' lituice with the Chack.List requirements and wilt correct promptly any deficiecaeiv itiasievelcp. ---,.'7 , •,_ ' '. Acn Alqe'24/":6,—,Z1.51:?...-A i Cecil:taw Official 4 Title Of Cinpecy Offiel NOTICE:Ito etiock Ust tturicates only that Opt faclititts aresaliatOaty for ata pagutgart viewdata Mon propoitycparatod.Conitureace.otto =crate ttaliellt gaselkeSon tequfrantents taipt ba Wad by weal Ms**mailacts hi aowdance wilttsalasaspareaals. This=Oak Is hovel by o Nitllootti Ready Mad CoseciaAtecciaren ea varifiatfon ttal Ma producem facility canliines to Om amtairerponls alai *RCA Cort4dtian al Ready Med draeto Prattelco Relate%WA Untaithoitzed caprettection or taltuts Otis cati}cate atoy=at Fri!nit=gat Plata 1D#:802240 Certification ID 0:25230 ©1965,0,2,201,2002,2006,2001,2012 Natitatel ReatiV Med Coacrate Astaciation GO Cenci Canter Piczei sotto 260*Manmade*Virginia 2232.4 National Ready Mixed Concrete Association certificate Of Conformance Fot . concrete Production Facilities . i . 1711$1$:TO CERTIFY TEAT Bellevue Plant 53, Belkvile, W:A. Cadman Inc, bee been inspected byte undersigned licensedprofesSicnal engineer.foi-eantbrinante with the. :rectaircrnents of the Clock List for Rot,*ilikod Coq*Pri2dtigtkiti'Facilifigt, 4s:of the inspectibu date.the facilitielloet the xequireineiti'for Pre4uCtko4 by Ceatrailliving with Atitomatie Batehing and Recordiiite of Cozentitiong Materials, Aggregate, Water, and Clzetnica.1 Admixtfirest • P.4 eever .,i„,,, n_ , ,-„,„, , .4...0::"u i.i.tb 4 s$ ,n-- 16dt) 4 Oft If.ofj. 4Striy.:4:411:V.401A:. ' e .ft 4 b...e"itct 1 ( Signature of Liconsell!refessienal)Ntineer- .. •• . ,. . .... ,_ ,_ • Odober 28,2019 : , Joittary 13„2022, Inspection Date , :' Certification Expiration Date -'.:.. .• _ _ _ _ •• - -., ..,.. .. • , v....,_.:., ...•z--,f' ....• _ , . • - . • .. — ---.• - ..- , ,--,•• ,,,,.._ • , Tins company maintain these facilities in.compliance with the CheCiat tccinitainei*and will' onitect promptly any degeiencies which develop. 4744 .641;4e-eil .ire:C-- go i •inpany Official Title of Company 0441 IOTICI?:Do Check Ill kiticarre;;OlY thutiganttodifba AM sabitbtbry forbictitodUellen 0(*auto whbri Ortmedy apitiOtt.Onkiparbe of IN laic*itself vai spsisifldion MquErentras must boilirloil by idol fntliestion mulkodula aciusnibnto imlb unto ars mrteMs. TVs cbrtlicate Es tssubd by Um bibtkral Reidy 11tett Canttea Assirtgot tut Vibricallcin!but lho ptlitikftm fuellimititmt to Pip mutubutsebbsof ttio„ NIIMCA CettifIcan ten:fatly Mbco4 Octets Produdrio Ferrirrndip;Unauthaksit mpsibtdiast armjsuto attils cittiecatb metre:at fetal riniali. 1)lant ID iir$01732, Certification ID It:25227 0 1965*1992,2001,2002,2006,24107,2012 Arsenal Beady Milted C0114e1)0 AsIciciatfort SO Cartel Center Nazar State 2Sil,t Arenraufrfet filirgitita 223/4 i., — • , . . . r , , National Ready Mixed Concrete Association . . .. . Certificate of Conformance . . For Concrete Production Facilities NRmeATHIS IS TO CERTIFY THAT Issaquah Plant 51, Issaqicalf, WA Cadman Inc. has been inspected by the professional engineer for conformance with the requirements of the Check LisT for.4031-4fixe4 Concrete PrpgrOtionFacili#0. As of the impaction date;the faOilidea met the requirements fir production by Central Allf ditg-with Automatic Bathing and Recordino of Cern ntijJoji&frote-rtals,Aggregate, Water, and Cheinka 1 Adnartures - er'ciiiV4T,i,-R,V im..,..;0_,... 4,,,, • 40 A +.11:Zir .1 4k• Signature(Attained Pcatizslagatf4-Tkrer . , _ • V'''dq'tt9isi-reel0-- '‘°05711/774.0.0 ; . , October 29, 2019 , , Jatinaly 13, 2022 A etoftsl:ra, laspectica Date ': Certification ExpiratioaDaba. This company Will mainttiiiheid facilities in compliance With the CAecii List requirements and will correctprornptly any degeiencies which delta*. /107e:.7 ' or amine!"Official Titte of Cempany 01E4 btanc€:The chatkuslirglree*NLIY thatPtarItMceasom sugsroory for the produaika of 05nerstio Oa Met Wotan.CoMormarma of tho oancseto bolt with specilisatino regotomants must bo vonlod by usual Inspection moilorisj'n occardanco oth sales agrooments. This txttlgeato is issned byte tistiosal Rea cty Attearl Cattcroto Association on vortficntioci Moltke poxisstion facility mem to the naquiremoots Who blfibiCtA Cortiiimi3on of RoadyMbcOlCancnito Pmleidlan F41:04 403.1.1114/14101.4 Moran*ior itifsoso plugs wawa may rosull la NO gern Plzait ID it:801733 0 1965,1992.2001,2604 2006,200,262 eg*ficati°D ID 11::2522B Malarial tleady tkIltrati entitiVbit Assocratatsm C Ca iltat can!act plaza,Suite 25II:4 Alerandria ei VIralnia-22314 1, „, - -,----- National Ready Mixed Concrete Association Certificate of Conformance For .• Concrete Production Facilities -- -•: :---- . C .. • . • . . 110$IS TO CERTIFY TIW, , * Redmond"in 50, Redmond, 'f01 Cadman Inc. has been inspected by:the undersigned licensed professional engilieei1ek teitfbitiniUde*ith.Ole- requiremeals of the Cheek-L'atfOr Ready 111041 CoperoarPrOucligs Fac140..t, As of the. , inspection date,the facilities met the tequitemenitt for production by •. Central Mixing With.dittotna4ie Batching and Recordings of ViiiipakfitticaPterialS, Aggregate,. Water, and Che:szkatAttniiiiiire$ ; 4,-- ; .;t vf:.! 7•44 1:,, .:., A :,../ . "1(.. , _ ii; I °k, Signature ofLiCeliSedltofessionall3neneer • • Tos.,40 vos„a .At. • c, J... - • • .. s itS,NRI.F.LIECk,s,7"*C#' October 20, 2019 . ,.:- jai/tide;14.2022 _11....” Inspection DAte ','' C*tifipatjop,ExpiratfonDate . ..t"L bki-,0-.....:—.0,,,„•-,i ,•c-;,i. t),P15:59.71#114X willsphpin,12n0 flicilitie4 in compliance wait the Check LiTi requirements and*ill '.Orreitpromig.iy"anyi deficiencies wbinndpirelop. , *- ----- --) i7.2.4 (---71.--_2A,ed/.-44--. .-).-- „ ci... .772.,,-4,..., .. (.....xgroil co.atiiasw Official - Title of 6inpany()fiat: NOTICE:ThatheditlilEndtbatis Oily%pi iirant Fazili tin bit?=Vidal falba prorlOrtbit atconctsIa4artrOle11Y0Pal4 Conformance ibf Ibil boncroto Viol(0411 sibodearion*titialbents thrust be'verf1171 by usual istrocibui ma thods tuatcardwo Vitt sitilsolyttautenits, Ibis ceilltiebto la trisubd by Uto tIntrabb)Rbady Mod Conablo AuocEbbort an vedcbton that fibrz pr4uotfon rarAY Contents ter Itio rNbfrembota bite NMICACeitlitaa 4 Of Wady Mod Cop*Findricepn Riallbtr,CM Untabiribod tipiridOtton ru ritisuso of thii cadlicatp tray robr401,0040ibri. phial/D 0:802241 CertificatiOil ID#:25229 CS 1965,1992,2001,2002,2006,2001,2012 Natit MI Heady Milked ContrAe.Assocliturz 66 tanat 6te'r Plante Sigtie 2CC r;Alexantla f.•Vlistosla 2232-1 4___ ' — , National Ready Mixed Concrete Association r Certificate of Conformanee For Concrete Production,Facilities NRKA ti.„,IS TO cgRTIFY'llIAT Sky Riper Pitoot 3 O, Monroe, WA `1 Cadman Inc basbeetn inspected by the-lindeiSigried lieensed piptesisiOnai engineer ibi Cinitnniisnto Withihe requirettents.of the Cheaclist for Ready Mixed Coterok Pro4actiaa:PagiOfig,i, As of the inspection date,tbe faciiitiet;net tilt requithratnita fOtingductiOn by _. • Cfnpyr14'cdng wigs AgtomatieRatching and Recotdings of ,,-CeintentfOus.410txriatis,Aggregate, Water, and theiniadAdantazirei, 'e..- - . - Q.,:• - co' fw o o Q =4-.40 , 4 %\ta - I1 I ili°,'.. t Si:,,,pen' e or LiCtised ita- festional Engineer. • .?t:$6A6TelaTee, ' Octobe0 30, 2019. , ., -0 ctober 30, 2021 w,- .- - . As-r - • , . Inspection Date -. ' per4fiqtion.E:tpiratien Date •-... ....".., "Tki.::-...._...'::—....te , •• , , g"'IT.1,•••...14....r.oi..f.fo.7.,-.:.,,,v.4..me -, -. ... .. . , .._. . ., . . •, „-- .. This COMP.Fi!Or will maintain these facilities in compliance with the Check-Liit requirements end will 9`67feeltrOVi;748011irdreMiancies which develop. . . . . a* - oak. • 40." /ea AO)! g : 41— .. . £ .,.•n.;tail,Maid litle OfCbmiiany 0 ; 'al LIQTKE:Do plot:kW incjicnies'anii that reart 51.4':;. icesar..iseee/y fertile pnidon nfec mitt)Ono prnpOilip united,calbrance aline, co nantl,Asoll with.wilication On ufteirontssni0 On raft,by usual impoction m Oats in alraftptike*solptigureerneols_. 1h13 amtifIc4 4 isstied by the 14a5rina1 Ready Nod cancceleAssodatIonattsre!iikattonthot the producke redly conform bile,requireinTenisof Cho MIKA Certirga Earl;Mandy Wed Carteret)Proiduden Facieles,OCI:UnntittIO had wale:Sea Or Mei)of e*eertife0 may ipso In lese4005te, Olani'UN;RO173 I Cenifieation ID Alt 2501 44)190.190.2001,2662,10115.2007;2022 Ontienei Reedit Nixed Concrete Association e6 Canal Ceitrief Prep,Seitz 2E0 fig 14123GirdriA*VIminia 22314, %, 1 . r National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NR�ICTHIS IS TO CERTIFY THAT Woodinville Plant 32, Woodinville, WA Cadman Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and chemical Admixtures .1,1/ Signature of Licensed Professional Engineer October ill, 2019 tVovember 09, 202! (Seal) Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. ,wire coif r mpany Official Tide of Company 01146al NOTICE:nth Checklist indicates rely that clad facilities ire sal siadory fix the omducbon of commix when vapory operated Continue/Ai of the minerals itself with spe+celcttcn meuracwnts crust be w?sfod by usual inspection methods In amorden a with sales agreements. This osrMooale is ssusd by lb•Natonal Ready Maud Concrete Aasorxatxm on u•rifsmtion that'h•pis&ceon twiny=Munn to the fequIrernents of the YRMCA Certiflcafon of R ady Mixed Como%P»Deuelen Faolitms.0C3.ttnaulhori od reprod a o a mouse of ems ce*aita may result in legai action. Plant ID 0:803069 Certification ID 0:25144 © 1965, 1992.2001,2002.2006,200/.2012 I i National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 •Alexandria •Virginia 22314 r • Aggregate Source Approval Report Page 1 of 2 FEE WSDOT MATERIALS LAB 06/11/2021 Aggregate Source Approval Report Owner: Construction Aggregates Ltd. Aggregate Source: PS-CA-7 Lessee: Lehigh Materials Ltd. Known as: Sechelt PKt Located in: Lot 288,Sechelt tR No.2,Group 1,New Westminster District Section-TN RW County: Canada Remarks: Mineral Agg.and Surfacing: Test Date:11/20/2020 Expiration Date. 11/20/2025 Absorption:O BB Apparent Sp.ti.:2,747 Bulk Sp.G.(SSD):2.715 Bulk Sp.G.:2.697 Deg:75 LA.23 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Kay Stone Crushed Surfacing Top Course Gravel Racket for Foundation Class A 11MA Other Courses riMA Wearing Course Maintenance Rock Permeatle Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 1 211 2/20 1 9 Expiration Date 12/12/2024 ASK• '4 i)a', C.115 ASR•One Year: CCA Absorption CCA Sp G Deg. FCA Absorption:0 87 FCA Organics,I FCA Sp.G:2.86B LA Remarks: Currently approved for Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for Cowie Cenaste Aggregates Rlprap,Quarry Spells, Rock for Rock Well, Erosion and Scour Protection: Test Date: Expiration Date: Absorpi;al A�pa ern.�; G. Bu9kSp.G.(SW): Bull,Sp.G. IA RemaIlia: https://wsdotwa.gov/biz/matslASA/ASAReport.efreprefix=CABcpit no-7 6/11/2021 I , 4 Aggregate Source Approval Report. Page 1 of WSDOT MATERIALS LAB ob., 11,'2021 Aggregate Source Approval Report Owner: Manke Family Reseocns Aggregate Source: PS-X•125 Lessee: Kflown as: M�2$0 Pit__— Located in. N1/2 LYING EAST OF RAILROAD Section 9 T20M R3W County: Mason Remarks: Mineral Agg.and Surfacing: Test Date: 09/19/2019 Expiration Date: 09/19/2024 Absorption:0 83 Apparent Sp.G.:2.806 Ruh Sp G (SSD) 2.765 Bulk Sp G, 2.742 Dug 51 LA.14 Renttarks: Currently approved as a source of aggregate for ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Cnahed Surfacing Top Course Gravel Badefill for Founaation Class A NMA Omer Courses HMA Wearing Course Maintenance Rork Permeable Ballast Acceptance tests need to be performed as necessary, Aggregates for Concrete: Test Date: 10/11/2019 Expiration Date: 10/11/2024 ASP-14 Dar 0 25 ASR•One Veer 0.020 CCA Absorption 0 9 CCA Sp.G:2.764 Dug 61 FCA Absorpbon:1.58 FCA Organics:2 FCA Sp.G:2.701 LA 1. Remarks: I-year ASR results expire 9/17/2025. Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates 11 Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap, Quarry Spells, Rock for Rock Wall,Erosion and Scour Protection: Test Date- Expiration Date: Absorptnn Apparent Sp G. Bulk Sp G {SSD). Bulk Sp,G Gag LA Remarks: httos://wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefiaxX&pit no"125 6/11/2021 . r Aggregate Source Approval Report. Page 1 of 3 WSDOT MATERIALS LAB 06/11/2021 Aggregate Source Approval Report Owner, Lakeside Industries Aggregate Source: PS-A-189 Lessee: Known as: Issaquah Pit Located In: N1/2 NW1/4 Section 27 724N R6E County: King Remarks: Mineral Apo.and Surfrdogi Test Date: 01/10/2019 Expiration Date:01/10/2024 Absorption:0.98 Apparent Sp.G.:2843 Bulk Sp.G.(SSD):2.793 Bulk Sp.G.:2.788 Deg:76 LA:14 Raniertess Currently approved as a source of aggregate for: ATB Balled BST Crushed Cover Slone BST Crushed Screenings Crushed Sufecfrrg Soso Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backlit for Fourdetlon Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Belled Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date:01/23/2019 Expiration Date: 01/23/2024 ASR-14 Day;0.36 ASR-One Year CCA Absorp on:0.91 CCA Sp.G;2.703 Deg.77 FCA Absorption:1.77 FCA Orgsnics:2 FCA Sp.G:2.651 LA:13 Remarks: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates I ASR MITIGATION MEASURES ARE REQUIRED PER WSDOT STD.SPEC.9-03,1(1),WHEN USING AGGREGATE FROM THIS SOURCE FOR PORTLAND CEMENT CONCRETE.Acceptance tests need to be performed as necessary NOT approved for. RlPrep,Quarry SpaNs,Rock for Rock Wall,Erosion and Scour Protection: Test Dote: Expiration Date: hops://wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pit no .,189 6/11/2021 1 , Aggregate Source Approval Report. Page 1 of I WSDOT MATERIALS LAB 06/114021 Aggregate Source Approval Report Owner: Cadman, Inc. Aggregate Source: PS-A-460 Lessee: Known as: Litriser.S1Witil. Located In: NW1/4NE1/4,N1/2NW1/4 Section 19 T23N.R9E County: King. Remarks: Concrete Aggregates processed and Stockpiled at PS-A-510 per NWR.RME ZK Mineral Ago.and Surfacing; Test Date:03/01/2419 Expiration Date:03/01/2024 Absorption,:BAT Apparent Sp,G.:2.795 Bulk Sp-.0.:(SS13):.2.752- Bulk Sp.G.:2.729 Dew 57 LA:la Remarks:, Currently approved as a source of aggregate for: ATB Batlast .BGT CrushedCOverf,torio BST Crushed Screenings PrUshrid.Burfacing Base:course Crushed buitOqinii KeyStrala Crushed Surfacing Top Corea Gravel filaCidillfor Foundation Clairs A BMA Other Cowes WA Wearing Course. Mainkinente Rock Permeable Ballast Acceptance tests-need to be.perforrned as necessary. Aggregates for Concrete: Test Date:03/21/2619 Expiration Date:03/21/2024 ASR-14 Day:024 'ASR-One-Year:0.019 CCA Abseil:ten:tat CCA.Sp.G:2.71.1 Deg:47 ECAAbsorption:1.81 PCA,Orgerileitl Fe'F SO.G;2.648 LA12 Remarks: Concrete Aggregates processed-and stockpiled it PSA-5111 per NWR RME ZK//1-Year ASR reaulta,dated 01/28/2020 wIll expire 14/.28/2025 Corrent1y.approved for:. Coarse Conerete Aggregaloa', Fine Conereki.A.-:tegatei, Acceptence.tests-need to.be performed necessary.Acceptance tests need to'be performed afillecessary Riprap,Quarry Spalpsi Rock for Rock Wall,,Erosion and Scour Protection: Test date: Expiratfon Date: Absorplan: Apparent sp.G.: Bulk Sp.G.ISSD): Bulk Sp.G.: Deg: LA: btfins://WStintwa.env/biz/rnats/ASA/ASAgpoort.dimThrelik=A&pit no=460. 611 14021 • 4 , Aggregate Source Approval Report Page 1 of WSDOT MATERIALS LAB, 44/20/2021 Aggregate Source Approval Report Owner: 'Cadman,Int.. Aggregate Source: PS-D-336 Lessee!' Known as: High Rock Pit-Sand&Gravel Located in: W 1/2•NW 1/4 Section 19 T27N R7E County: Snohomish Remarks: Mineral Aug.and.Surfoting; Tait Date:03/21/2014 Expiration,Date:03/21/2019 Absorption:0.62 Apparent Sp.G.:-2.768 Bulk G.-(SSD):2.738 Bk.Sp.G.i 2.721 'Deg:78 LA:10 •ReinarkSt. NOT APPROVED AS A SOURCE OF AGGREGATE FOR; BMA Other Courses HMAWóariuCcuce- ATB ,Baltast BST Crushed Cover Stone BST CrusholScrecnings Crushed:Surfacing Base Couree 'Orushccit3tirrecIng•Koy Slane Gravel Baektal forFoundation Crulled turfecfng Top Course • Mointemnce Reck PenneablaBallast Class A Aggregatesfor Concrete: Test Date:i7/28n016- Expiration Date:07/28/2021 ASR-14 Day:.0.56 ASR-OnlYear:0.04 poi;Abscirption:0.7 .CCASpOt2.'/30. Deg:80 PCA AbsOrptIon:lop FCAGiganics:1 FCA On. . LA:11 Rini:arks: 1-year ASR results-eiPlra a4/02/2024- Currently approved fer: Coarse Concrete Aggregated'(. Fine Concrete Aggregal4 Acceptanee•tests needlo be performed as necessary Acceptance tests need to bperforrrldd 8s-licceg;arY itiprap,.Quarry Spaltai RoOli for itdeit Walii.EtosiOnandScour,ProtecUortr Test Date: Expiration Date: Absorption; Apparent Sp.G.: Sul Sp.O.(SSD): Belk Sp.O.: Dog; Re marlcs: • NOT Approved for: Quarry Spells Riprep Rock Erosion and Stow'Proteetion. 1ttps:/twsdot.wa.gov/bizIinatsJASAIASAReportcftn?prefix=D&pit no7=336 4/20/2021 • I a ap .2122/2021 .Aggrogaie Source Appmval Roped. WSDOT MATERIALS LAB 02I22/2021 Aggregate Source Approval Report Owner; tongvieW Fibre Co.. Aggregate Source: PS-D-35I LesSee: Cadriten Inc. Om as: Longview Pit Located int: NE1/4.NE.1,41.Section is T27NADE County: Snohomish! ikemarks:: Mineral Agg.urictSurfecingr. rest Date:.09/1E/2020 .Expiratlon Dote:7•06/i0202S Al?sorPiirio;6.70. Apparent Se.G.:2.742 EiatieSp..6.45S0);2:766, Betjel§pi q.:2.04 Deg:76. LA18 Rernarkst Currently approved as a source Of dggnegate for ATU SalieSt fittcreSited COO Stone BST C.rusned.Screeftings Crushed Surfacing baseGour.cCruSfied.SerfaclogXeY'Stone Oroheel Surfacing TOP gears!) Gravel&Ohl;for Foundation CitiOSA A.Quiet 01.6f0t42 MASA Wearing onume Maintenance Reck Perrneable,Rallast. Acceptance tests.need to be perfornied.asnecessary. Aggregates for concrete: Test Deee;1,0/08/2020 Expiration Data:10/06/2025 Aft'-.14 Day:6,.$" ASR'-".0ne Year; DCA AbSorpilon;0,83 :CCASp.q.2:702 Deg:53 FCA:A1omptiont.121 FCA.Orgonlos:1 FCAAp...G:2.659 LA:16 Rectories: T363 Fine:0.34,Coarse:0.22 7 Currently apProvedfah .. •'• • • Coarse CancrereAggregate ?' Fine Concrete Aggregateel ASR MITIGATION MEASURES ARg,REQUIREDI:pc WSDOT STD.SPEC.9-011(1),WAIEN-•OS1NG,AGGREGATE PROW:THIS SOURCE FOR OD RTLAD CEMENT CONCRETE.Acceptance tests need-to be performed.as riedessary NOT aPPioVe-dfciii Riprap;quarrtr'spolts,Rock for Rock Wall,ErosiOn at4Scoor'PratectIon: 1st Oath: Expiration Date: Absorption: Apparent pp..M: Sulk Sp.13.(SSW. FIUNt'Sp.at: Deg: LA Remarki: hltps://wsdcitwa.gavibizishats/ASNASARepart,cfrn?preflii=Dapil na451 1/2 I, ' •' • 1 Pit Name/ID:Seattia.Manice/X12$, DateTaited:Febiiiary 2021 Pit ID i Aggreflate.Size „ COARSE AGGREGATE Test Mettied .X11251'1,4 'X1251#57 ,X12610.8 Allf8D011-10.11IS Material Finer than#200V _ . ASTM C117 ' 032 OM 027' Clay Limps and Friable _ASTI%C142 '0:05' • 0.00 0.04 2.0%,by wt. Shale ASTRA'C123.. . <0.01 0.00 <0.01 10%ty Wt.„ Wood Waste ASTM C123' • <0.01 — OM _ -<0.01 0.05%.bY wt COW.end Lidnite(Seeeific Gravity2.00) ASTM:0123 . <0.00 0.00 . _ <MOO - 0:5%WWI' - Chen(2.40) . ,ASTM C123: . __ 0:00 _0:00 0.10: „ .2.0%by Wt.- SUrrlof Clay Lutripe&.Frytt Chart OAS' - , 0:00 ' .0.14. 3.0%.by wt. boUnditest(StielUrrt Sulfate), ASTM:C88 -021 - 170 •.____0:53 ' . , 12%Max - . LA..Abtaslan(500,RiiiiS) - :ASTM C1311 '11.40 , iteo 10:80._ ' 35 Mak Degradation FaCtor(SiruCtud ii.PavIn ) , ' 30Mln.. Pit Narne110;Seattie4e0hett f,CAT ',.Pitirt I AggrtgaterSize FINE AGGREGATa., Test Method. . . _C.A7.113$ . ;'INSOCIT MOTS Material Finer than.#200' ASTM'C117 , l'.00 ' '- .2.5%.bY.wt. Clay Lumps and Friable ASTM C142 034 • 3.0%by wL ... OrOarilt Impurities: 'ASTM,C40:- . .Plate*1 ':. - : -Plate 0 maX. Wood Waste ASTM..C123. 0:00- _. : , 0.05%.0iNt. Coal and Li9nite. - ASTMtC123 o.00* _ - 1125%by-Wt. Pa to WIth'specitiettreisitY<2.00 ASTM.C128", , .178 : ' 1.0%by.wt. Soundnet (Sixiiurilsulfato) ASTMC88. COO : . 10%Max Pit Name/ID:Lakeside(A189 D'ate T.estect:February 2021 . . Plt ID/Aggregate Size:. COARSE AGGREGATE .Teat Method' ,A189 I#4 -A189 107 .A1E191118 1 WSPOT torts. Material Finer than#200 ASTN1C117 NIA --0.12 '0.17 Clay Lumps and Friable - AST.M,C142._ . NIA '0.24. . .0A6 • .2.0%i by wt. Share ' ASTM C123 . NIA . <0:01 . - 0,03 -- .2.0%by.wt. Wood Waste . ASTM C123 N/A " <001 '' '0.002: ' '0.05%by yit Coal-and'Lignite li(Specic Gravity-2.00. ASTM C123 -. .N/A <0.01 <0.01 , :0.5%.by-wr. Chart(2.40)'• , , ASTM C123 N/A 037 '044 2.0%.by wt: Sum arClay Lumps Frys!'Cheri . NIA __.0.61 ' 1.1.0 .10%by wt. Soundness•(Sodium Sulfate) . . ASTM C88 '' NIA .233 156 . 124WMax L.A.Abrasion(500 Royal . ASTM C131 N/A _ - 12.60 . 10,50 '35 Max Degradation Factor_(Strudurai/'PaYing) .• 30 fulin. ._ Pft Name MD:Lakeside/A189 •Pit 10.1Agg mate Size. _. . FINE AGGREGATE ', _A189./.13S , ' •';.1NSD.O.TMMITS Material Finer than#200 ASTM C117 . '1.00_ _ ' . 2.5%..bY MI Clay Lumpsend Friable ASTrif C142 ' 1.12 .. ' 3.0%by vitt . ' Organic impurities ASTM C40 ' 'Plato#1_ ' Plate liSinex Mod Waste . ASTM.C123, . -<0.01 ' r % 0 4 0 Mb Y lat . Coat and Lignite ASTM C123 - '007 ' ' 025%by Wt:. . Panicles with specific-gravity<2.00 ASTNIcua . 2.651 ' I.0%-,by Wt.. , Soundness(SorliuM'Stilfato) --- ' ASTM.C88 , 2,00 . , 10%max . , ,, ,,, „ ) Pit Name I ID:Geld Berl 0351 Date Tested:February 2021 Pit ID tAggNgate Size _ COARSE AGGREGATE Test.Method 0351 4c#4 D351/#57 D,351/#0 WSDOT LIMITS Material Finer than#200 ASTM CI17 048 • (:).13. 1-.0%bir.wt. Clair Lumps and Friable ASTM C142. 0.07 0.11 2.0%hy wt.. Shale. - ASTM,C123 • <0.01 <0.01 .2.0%bY Wt. Wood Waste. - ASTM C123, . , <0.01. <0.01 - 0.05%bY wt Coal aticillanite(Specifla Gravity 2.00) ASTM C123 <0.01 <0.01 0.5%by wt. Chert2:40) AST.M.0123 ' 028 0.50 ZO%tbywt. Sum of Clay Lumps.&Frys-/Chert 0.35 0.61 . 3.0%bY Wt; Soundnead(Scktruin.-SUlfsite) ASTM C88 * - 0.87 037 12%Max _ LA.Abration.(506RieVs) , ASTM.C131. 13.46 .13.40 35 Max 'Degnadation,Facter iStruCtUral,I Paving) , 30:Min. Pit Naitle.:(!IX Gplii Bar I P351 •Pit.ID/Aggregate:Size FINE AGGREGATE, - Test Method 0351 i-cs -;11vsuoTi.LIMITS- _ MateraTi or than.#200 ASTIWC117- 0,70 2.5%by wt._ Clair Ltirrips and.Friatge ASTM C142 , .0.52 : 3.0%byiArt. OrganIC Impurities _____ ASTM:C40 _ ,. ' Piale:#2 _ _ Flatelt3-max Wood Wiiste ASTRA.C123 • <0.01 0,05%bit'Wt. Coal end Lignite ASTM 0123 "0,02. ' __. 0:25%-by.Wt. Parttclee wit'h Specific gravity 5,2:00 ' ASTM 0128 . 2.66, IQ%by M. 'Souricleue.Ss(Sodium Sulfate) .ASTM.C88 , 6.79 10%Max Fit Nan*/!Of Redmond/'A460 Pate TOphathFebrilari2021' Pit ID/Aggregate Mae: • •,,• . COARSE AGGREGATE. , . _ (Test-Method: „ A4601414 A460 I#57 A4601#8 .:WSDOT LIMITS Wi1atedafFinettnal111200 ASTIVC117 01 0.19 NIA - f.0%:byvti' Clay Lumps'and Friable: - ' ASTM,C142. 1101: . _ 0.08 N/A Shale ,ASTRC123-- _40,01 0.05 , N/A 1.0%;by wt. Wood Waste . _ ASTM C123- <001 . <0.01 - : N/A :0.05%byiwt • Coat and Lignite'(SOEitificGray.ity2.00). ASTM C123, <Oki <0.01 'N/A. .0.5%by wt. Chett.(Z40) - . ASTM-C,123 . '0.17 ' '0.90 'N/A -2.0%bY wt. Sum,of Clay LarriOsli Fr/al:Med - - 0;1-8. :0.98- N/A 3.0%bfWt. . Sbundneaa.(Sediurn Sulfate) ' ASTM C88 0.57 1 A3- ' 'N/A • 12%Mai- LA.Abrasieri(500 Revel . .,ASTM C131 ,. 11 13.10 N/A '35:Nlik Degradallonfactor IStrUoteral/_Pavirig)-. 30 Mb. . . ,Pit garnet IDIRedreond:/A468; . ----PitiD/Aggregate Size. FINE AGGREGATE Test Method: -A440 tc.S- : :!10/SOOT:LIMIT.S Material Finer-than#200 - 'sASTM'C417. •2.5%:by wt. b!oy-Lutiips and Feeble ASTM,C142 3.0%..by wt. ... ONarilo.IrnObrides ASTM I C40' Plate#3 max Weed•Waste: - ASTM C123' . 0.05%by Wt. Cbal'and.LIgnite . ASTM'C123: 0.259/0 by.w1 Particles with abodific-graVity<ito ,ASTM,0128 1.0%by IA Soundness(SedluroStilfate)- - ASTM C88- . 10Wrnax Pit Name/ID;High,Rock/D336 bateTested:February 2021 Pit ID!Aggregate Size . . COARSE AGGREGATE Test Method. D336(#4 :D33.81#57 '33360% WSDOT tiMITS Material Finer than#203 ASTM C117 0.13 ' 0.02. : :10%.biivf. ' Clay1.61tes and Friable ASTM C142. 0:24 0:09 , 2.0%bY Wt.- Shale . ASTM C123 15-001 <0:01 2.0%lbywt. . Wood Waste - ASTM C123. <0,01 <0:01 0.05%by flirt Coal'ancitigbiteiSpeciffc Gravity 2.00) ASTM C123 - D.08 <0.01 '0.5%bY_wt, Chet(2.40) ASTM C123 1 r 0.32 0.36 2.0%'bYVirt. Sum-of.Clay Lumps&Fry's/Child 0,58 0.45 . 3.0%by wt SoundrieSS(Soditim Sulfate) 'ASTM 088 .., __ 13.38 0.44 •- 12%-:Max ' L.A.Abrasion(500 Revs) ASTM C131 10.70. 11.50 35Max Degradation•FaetOr(StruetUtal I Paving) 30 Min. , . . Pit ID/Aggregate Size FINE AGGREGATE Test Method D336 I BS WSD.QT,OMITS Material Finer,than#203 ASTM.0117 0.50 • • 2.5%bywt. Clay Lumps and Friable ASTM C142 040. . 3.0%.by v-vt. Organicimpbrities ASTM C40 Plate#2. Plate#3 ma Wood Waste ,ASTM C123 <0.01 . - '-- ,0.05%bY wt. - , Coal and'Lliinite ASTM.C123 '0:10 . .0:25%by,Wt-.. Particles with 6padifictiray:<:2:00 ASTM•0128 2.68 11.0%by Wt. SoUndnoss,(SodlUtn Sulfate) ,.ASTM 088 1.34 10%mac 7Washington State Department of Transportation Request for Ap royal of Material Contract Number FA Number SR gDale CAG-20-465 II Sectlon I The of Pfobct County DUVALL AVE NE KING Contactor Subcontractor REED TRUCKING 4 EXCAVATING,INC TOTEM ELECTRIC RFSi'BAi1T rAl:Olr RAM 055 UM* WBDOT Use Only RAM* 055A 'PE Use Bid Nett Wald or Nacre and Lixaton of Fabricator.Vanulactwer a Plt Number SpediroGon PE/OPL Code FtOgtr.lOPl HOlise f- P Type Reference Code 3000 W/AIR CADMAN N 54 SEATTLE;53 BELLEVUE;51 85.06.01 WP30004 ISSAQUAH;50 REDMOND;30 SKY RIVER; 6 02.3(2)A 10 32 WOODINVILLE 85.06.01 3000 W/AIR CADMAN N 53 BELLEVUE 6-02.3(2)A WP30004HR 10 4000 W/AIR CADMAN N 54 SEATTLE;53 BELLEVUE;51 85.06.01 WP40003 ISSAQUAH;50 REDMOND:30 SKY RIVER; 6-02.3(2)A 10 32 WOODINVILLE 85.06.01 4000 WrAIR CADMAN N 53 BELLEVUE 6 02,;(2)A 10 WP40003HR PLEASE REVIEW 30110 W/AIR C Ulna WrAIR-THIS IS FOR RELOCATED CABINET BASIS CADMAN N 54 SEATTLF.;53 BELLEVUE;SI • 85.06. AOOOP ISSAQUAH;50 REDMOND;30 SKY RIVER 6-02.3(2)A 32 WOODINVILLE See RAM 055 response 85.06.01 4000P N 53 BELLEVUE 6 02 3(2)A for review of Class 4000P WP4000P6HR mixes 4000P W/AIR CADMAN N 54 SEA BELLEVUE;51 85.06.01 WP4000PA ISSAQUAH;50 REDMOND;3 VER; 6-02.3(2)A 32 WOODINVILLE 85.06.01 4000P W/AIR CADMAN N 53 BELLEVUE WP4000PAHR Pitied EngirlssfReprssentatIve L )C'•L_ Date 1110/2021State Mafedele Engineee'Representative Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1, Acceptance Criteria Acceptance based upon'Satisfactory Test Report for samples of materials to be Incorporated into project. 2. Acceptance Criteria:Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved Yes No 4. Acceptance Criteria:Submit Strop Drawings for'Approver prior to fabrication of material. 5. Acceptance Criteria.Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.. rS. Acceptance Criteria Submit Certificate of Materials Origin to Project Engineer Office. 7 Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: Approval Withheld: Subnrk samples for preliminary evluatlon, •• • Withheld: .Miscellaneous Acceptance Criteria.Remarks (PE)' Remarks (HO): Concrete Class 4000P required for cabinet base foundations per Special Provisions 8-20.3(4)and Std. Plan -135 This form shall be completed prior to submittal,If this form is not compete at time of submittal N may be returned for itdvrrrailan that was omitted. DOT Form 350-07i Revised 03/202i Project Engineer Distribution Corm-scar Regan Operseorrs Enpra, Fabrtraiion Inspection Flagon Wenn* Scala Malaria*Lab-YS 473e5 . ,- ,,, ., Alaw.. • , ),.., • •Washington State clir 0 Datioihuent:of Trinportation .. . . • . ........ _ - Request for Aprirov61 orMedal _ .. . . . . - ortw.riiii* ---"- FAraiF :;-)4.,.r-- s.fi' Data • • ' " tit4us5 ._..._. -• lac:1';!;11 trigs otPtolect Cttr0 'DUVALL Mt NE' . ima COntractaf S SOCX110411 RED tRuCkatid a EXCAYPi1lIG. 1iC TOTEM ELECTS16: ._ For INSErly lis,tk Only' 1 Ai i it, .'''55! PE14se- 7 Ski um i3stortalix Kirr.6 at lirsrolc1Faheirbri N't rrt,,..vpiercr Pit Otic,tbe7 SpectWal, FEit7t.parts it tiltiPPL 1:101x9. . 14ici.,- Pridlitil jpo . _ - - -. ..' - , _ Ildief6ics' OA. CADMAN 54 SriATTLE:53 13L1LEVUE'51 .' - - --7-- .,• . ' - .300,9110AM . • r; • r2 , • 85,1.6,91 tvt,3664 IS5A00A1 1',31YRED54110D:3115 kV,RIVER',; 64.24(2)A ' '1 0 • ii'1ikidif3D1T.,M.LE. . . ... , 3000 WiAlIt CADM'etN if SI 13ki.41..E.V1E :. . 01'0°1' c304 .01:141 . . .. CADM?iNli 34'S P.AtIT1,11.',4',i OF1.121,131 Si ._,_..- 44.611.mift sl'oalin -0;04001 IsSnoyki I.;5e IICDM0140;'30' Xii,RIVEit; 6-024(21iA 101 ' .., • 32-woopolviirl.if,,i74,,,,:, 4000 WM.. CADMAN:ft?,53 EIELLIM4 .. —'"''''," W11400.0311R . • 6,4-70).X 1.9 . . - ---- - CADN1AN:if 54 SCATTP;53 PELLEV1J-E:St :„, . 40130P . f15‘?.?A;,i 0 -. EiLliar6, ISSAOLIAtti 5,13.REDMOND;50SICY.RAVER; ,,ci..02,301A 1 0 - VCCIDINV111C- .. „ _ - r .4,c,i0P ' CADMANN 53 13ELLEYU ' 8106.01 ' 642.4(4)A : 10i , WP4C100P6Hit . . ; . . , ‘ _ --- - I — .. _ • popgiEr9ort.pRepreserWrii ,..-Q_ t Old. . . ptit1:1!.lateOat Eriyett80r9W4r0o, tt - • • • -101,4i.iiii * ' - .Acceptance AetIon,Codes fOr use by,Proloct Engineer and Stare.Matcriala Laboratory' I t Acciptai.te"(ritifix Actp1titich iltiW25vostit-tiVsirkior4,-fpul.Ficgit 161- tritga.of rit1erid;i1O 66 inotitOktte4.iniq'Pre*tt- . a 13,,i'x',eptenoe CO-ti4-1.1 f el rcr.ceo.4frfOrrOario 41-!ADc*P16..AWitfrotto Le-e•tzeiviiii4). 3. 'Atotptelice Crttetia-:corn titilt tits Or'Azt*anoe,"pilar'to y tit.ft.iiteTO:CfrIa160,00.41pptd ,Yoitv NO 4. 14-''ecr7larrie Pif,kiiii SuOteit1StiDO Gravinas for'Attintiol!Otor E-o rebricatio of ahltirut., , . • . 's. Acc.otzince crilerfa:ohtio ift'Oroy,fit1tpr tVOOTIn iriOge*iii-',0;41rittcrit 4pOwe'ti Ottariipste'r1o111011:tio iisc,td. . 15-; 41;ctOtinto Chitlo,'-'itibni-01 Calificseto of Mtitotrals riziliglo to Pm:LW ErtglFeetTOillt0,. -- ' Oi%tsplanzi)Cflietla:13*m:st1lt;rismlited to$1a1.4 titsiatlats L000naiory-kr Apaio*Acliott, S. SoLlite)0Tiroy&d: • §, ,1,15Oitre.i41,,,11i4ltillelO: S'ullt4s-OriP14s fo'Prei4littal evatikithadi- '12.-APPrgAlt vvithlic4;'Seerdrii6rkt..• . ii,KG:.•,ellorl:Owt,..4161nce ,ritcr,iat Retnatitil ' ' . °?E/1 tC3000,andCL,40-00.concrete not approved'.for use in.'el.ectricai'foppdetiOnp . (144' For 011.Wp4-6060-6'.afidOtfP4000P6HR.-:ttilx66,.'.51rio6: ,iy' 6ft!s-a.ii.611§b16 alkalis 6idelds.liiiiit.thb-tUik..dOsigWsh6111:6t6t0'0170066d tflitigatibt,i-rilpth4.60,p6g6."2 of form 3,60-0.40. Also provide.re6U1t6,Of'ASTM,01567:.per WSEX;M;9,..-.03..,1(.1,). TAN form shailtks cornpvieg prior to-,spOrni0.if gatfOrm is tio1.):zrpete7t UHT 9t stkirilAel It.troll he i_014-iiNti far iiiforrile lion,owl was oitiltitt oat ram-asoir 1, Fotris-bri 63/211fit Pit;til.04tioar Di1rthtiTc CaTilr4clur: CtOlIgnapnitir:Et,Oiyeg t Falle.4110 KooiaatP0f4 Piced,Vila rs '5,r4g P.PtrAill 1+76.41.5 MU,: . ....... .' -•, - -. . . . 0.16666 iuSte.r,,a'606rnittat'foe'ci.6-dis4000t4:viith 61r6hti7a1htii6ettj6'4160.teq666t6ilfOr. 7 ns foundations.iih,portions Of. ,.. the foundations above finished drede,... . , 6.7_, Washington State Departnientof Transportation Request for Approval of.Material CoatWINUrrfier FRNwnOe►•--- - rii qo[ • - C4G-21>:065 **..ruhat-pru ect Cap TtY t1UVA AVENE _i1(GI Contrat* SulsctrnUaclar ;REED1RUUC1(ING6l:ItCAVATft)G.INC •TOTEMEL;TRIC= For,ligSOCTtilse Onry RAM Is ve WI Siduail 'malaria* Part and Ct:c".aiciF 1(�1sir .310 `vefril Urbe; `��eCr 'iCA FE LC ir_4PL IbpUJB ' rkti iat f lrfyoa -_ Heir rp Mita FINE. to Jf ortir o PS-CA 71.p-X-11?5;:P•S A,18% - �b''l. AGGREGATE PS-44.46i1,1' I?,33Gi Pa-?-3St 9=03.IR), 85,n6,01 COUR:Sp: WSDOT PITft PS.CA 7;Ps-,-f,2S,PS=A.lA9; �}.E{#) . __ ._ AGGR'EGA1`t?` PS-A-t6ft;PS-i1�3?6;PS -3.i 8 II6.t1L lE EiIAENTTYPE LEI-Kit•PE4rtit3C 4I TajE3 I:AFARCII,S>:.gTME;WA 0...'J.9 S�.it.6.©1. FIXAS14 o �f5,1}f>'.t)1'. M [2lapgZ AABF,C4vELANDio i 9ti23dC3A y OLITII:gtl 35c06Of. AiElgiElif3LF.,1I8AtS1,C[EVEIhND.CFI 9=?�GR)' tlid.730d. &S;OG,Di ^T<lAMTE1.Mt +BA$F,CLFVW,AND,CEO 9 43.fr16) y Miti fCR:$ T 'IYASFX1.EVE,�CND.01i ' ay..,1 DE1:YO 4•?1.(p) Fro* .F.rgir?cts lfieAresontafiva Qa1Q - 3t6lerootOalsErglfleer tepreaen 1 rn Datg • •Acceptance Action Codes'for use iiy .toject Engineer.and State Materlals•Laboratory ,1, Arxrpiar eCnletie:q aptiirtiaebe.tciupon'•aG*actoryTOO**tgr sariiplps ormkt0A.0 iii Inco.roptzted W prceet 2 Acaepnce Ci laltial Mitt.Frr Gor L cc npifanee for Y?. rji ce'prf6rtm t:saflr ln3latIal'. 3. 'Aecaptarr eCilterim Clf slog Cutd.for'Acep pit aace prf¢rto•i4.a4rr a 61.-1 tai •t u pprr i Yes No 4 014,rc:Crlterta ibm i.SAwp bromo(DiApp"tyar*sr lo Riblfcattan'of*teriel. S. AaeptancaCdielia.Only'AppiaverlidEfiliulimnr..`W&BA'bdn•9A2t:.letl''eC'FsbaicaltoriApprcvadUaral'aOiOalsh Elie•rr . G ct pto'nct Criteris Sugifiit ;oi tirmblo W-ehab JPr, r -PtOloci EnalncorrOtrrco.; '7. Accop1ancs Militia:RoqutxtTrait{rill{ailri.stay.h7otarva4Lati*otaryl'orApprov4CAOOr7, B, SOu10EA7.r0ved 9. AO** 51Jtfidlsaikptbsroeprelfmin4r912valeaEan: ' 1o;AparovatiMthhel2 1t.Mf AJI [ otioAccepIanG2GitarIp•ilOolf t Iiemtrkti (soy -This farmshaltt c-111106tedptIvrtpFibroli ,tLIMOlam ispol conva3a.allinecriubmittalImlay tire;urrredfisrlalarriota0liral•wisDarla i liar F:trrn .93-07t R3GLed 62021 riojectCnalratriltribuiton Cciviaerer Jra.: flpeaiaaEaittel 641::,ttatim.hspc—te11, aillzrkrifebtifs Strieitas` tau.tl411rs,Z' _; - .",. • . _ ,: •Provide proposed ASWARittgatien,Method:on-page,2.1.5f this fOrm•.• • . ANL 171" VilexhingtarMate• ':, - -' - •-•'' • - ' • - ' . -..'• .- - .i - ',: • ''' ''-•'• . ''. ''-'-' - '• ' , Dagalebnint at TiratititatAtioirri"'-' *'.. '. ---: * ---- - *ICE:itiptete Pilbe Design Contractor- Submitted By ;Date ' Totem tletrio arTiCernalne.. Jane 08/0/i021 J _ . Concrete Supplier 'relt'Locatdon. Cadman Inc. • Seattle($.4)',Belreiree(53) ; - Contraert*Mber. Contract _ . Duvall'Ave NE--Renton This Mix is to be used ih thefoliowing Sid itern No(s): Concrete Class: .4011111' • 'I Remarks: WSnrfr,ritlqq,4111D1113: for hrerfir tiMn plr;s4ir 0-e,:c.ntritirirati-vf.rfif!!cyi/P4DflOPII.iii.i-AOT:IDt._ -- - - . Mik.CleSigirl No. W1M000P6 -Plant No, 54..53. • CenhentItious , Materiats Source Plant Type,Class or Geode Sp Ge., LbSicy Cement Lehigh ,Delta,B.C. L ASTM C.595Type IL145_) I IF 3.15 _ , 600 , *, Fly Ash Boundary Dam Calgary;A.6.. EFF 0 6 .Alkali'Vri. . a 56, 106 GGE:Fs(Slag)."' ‘ .ti.100 ,0120 .. • - a .,.._ Concrete Admixtures _Manufacturer' Product Est:Range . . lazicY).. . -. - . ..-. . . - . •Air En ttOintneiit Water-Reducing Type A E3 Masper•Builders MasterPozielidi 80 1,-60 , . - water'Relucitl9i High Range Type F Ej ' a Builders NiaSte,r0ledinni MO. I0 -- Stabilizer Typo B ,E,Master BuilderS Masteret:DELVO ,I400, ED Watet(Ma xirriurn) 308 lbstey ts:any of the;water-Recycled.ot RoclAiniad5? 0Y6S1 No Water Cementlileus FtatleilMe4.4murn) 0.44, 'Mk Design Density 4,c0 , I48A . _. . _Design Perforrnance(Attach Test Data), . - - • Average 28-day CompresSiVettrength(psi) 7960 ' Average 14,day flexural!strength(psi)(Concrete Pavement-Only)• . o Cncrete Chloride lOn Content(%by Mass of cement) 0:016 ,I WaterSoluble. 0AnidSolable . - Agency Use Only(Check appropirate Bak/) EI This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above 0 This Mix Design DOES NOT MEET eONTRACTSPECIFICATIONS One is being returned for CorrectiOnp. , Reviewed By: _ PE Signature Date DDT Form 160;040,EF Distribution:erlOtrial:. Dolltroi-Wr. Re'llSeer05/2014 Copies Te, 4tatefflsterpri Lab-Structural ItateTiois grigt.';.R0iitotal MaEntils tab-Prof trisP9c4Or Mix Design.No W-134(100P6 Kant No— 54;53 . Aggregate Gradation .', AASIITC)_ 1:1 Combirneci Nom' tnal Maximum Sjzi(10) I 318 I v I , ,..........___. Aggrega0s: 1 - . 3 4 5 Total' _ ci CAT --X175 ' 14f5DC1T Source ",N9, ' „ . --- - Source Eietilratitm Cfehib 1212124; 09/17/25 - - .7-r—:nil . , . . 4'...... "".".. ASR e xpansion in 14-b-tflreor 11.1013,26%-e-------'‘---1---, ‘..AR-ItAitigatIon.Fieqiifiec ? No NO Stock Pile t'aclirIg c Clas,S; - AASHTC)a .••-. ., Percent of Totql'AggregaVa 44 56 . . .. . SpecificGravity(SSD) 1.65 ' :2.76 • . .. _ . . , aei.oi.(ssd) 1293 1714, __. .._. . • Include Percent Passing t©r each aggregate component Include Total Percent Passing Total :only for Combined'diedritfons. . - . , .2 inch 100 100 . . • ' . „ 7V.112 inch, 100 iuu- . . l•MO 100 100 , . 3t4 Inch 1no 160 . • . 1ln Ott ibo- 100 _ .243-inc4 - 100 8/-..t Ne.4 99.1 17,5 — . . , io..8 - -.BOA- 1.0 0 No. 10 702 0.10- N0.36 46.5 030 - - , . ,No.SO 15.G. 'Na. 160 3.6Q' 040 . . 1.10 040' . , . . .. - .-, ..,_, . , ...-, •,'!. -._•,-a:doka-t.:41:didub,g2 ...;.....7., .:-..,!..!... --.__-.. ,,A..,,,i• . -: (....... ..-..,...'.-.,,. -_--.• -,,. .,..,_ ,,,! :',. ,,..,- .=:-.--. ‘., :., .,,,.. ,........ ,•.; ,. ' 17: PrOP‘r(;t1lASR Otigq11,,Mth,9d, ; -.1 a fly esti cr ddi.35-is required rer ClaSe',44.05Dand 4=10 mixes.- - ' • '. b Enter data frery)..WSDOT ASA DatabaSe:ASR Mitigation Is required fertoarces with 1441ay:expansions.gresisr than OM%No mitigation ls required if Ebel...leer eiiparFsion-ls-6414%jar less.Prepasad'reltftial1en reethodS for 14-day OXparigans greater than 0.46%requireASTM'C1S67 tests,proving that the method rs effeStive.See WSCOT Standard Spectliciiitien 0741. c Stockpile gradation;AASHTO No,467,ST,617,81 WSDOT Class-1,Class Z or cornbined,§rectationstecirelle sizes Se WSDOT Standard SpeciOtatIon.9;03.1. d Attach test results indicating:conformance to Standard Specific:alien:1-4.1. .DOT Form 350,04G tF Rose:065/2014 .,.._.7._ . . . ..,............... TECHNICAL REPORT 'COL C61:61i0 L'.*6,10O i ES:1 iCI q.6514"./37p; tPiCe: 77#;P-='/iitFLGF!1144.71; • Chehlical and Physical Analysis of fly Ash DevelopediFor Lehigh omen. t . a likt. itrl of 1-lanecriVatellat;Ufni104 #122,585,42p d ilkye'SE. . r.•,•• -,.....a11.1.24i0i.a _ - :,. ' . --prosect; cAISKilila Plant of Orilifit:.Balitriary Dam; _Sarbriki,Pala: AOr7, 15,204T- &wart Date: SJua;21 Saill.011) 2I307 . Date Reteived ,24:1-Apr. 1 . - ... ._ . Cheivicel Composition NO ASTM q•qt 0.-ts spictficatiorts— ':CI' s F tilsi c. . .... .._. • , . Total st ick M.IfninbeFi, (tot 77.8. 50,0Min• tigcbn Coif-ad 55,5, Altitrilhum 00111: 'at. .1rOit'040'4: 4A .Sue.tirT,tiokida.:- 0.5 5-CP ilivoc, , CaliittOxka! 9-5 1ti.0 Ma:c Mi:O.Itit•content: 0:i *3.0 Mai 2.0 Max !Los;66fgnitiqrf: 0.2 '-' • ,- . i140.4to AMR.117- 0P P,41i0 1 K- , .- •"i ', ''' ,': I7 -,- '• : . ‘.:::::"....' ' -:::1'; •-.4.1i:••••-..,t i IS Max Piitassitritibiliit ',-- - --- -f '- ti4: - ' • . - . .. . . , ASTM C 61549•SpectlfcatIons I Physical Test Restilts Claes F •ttass_C r In.euess,ReliW'netibt)-#3.25-S,V0"(111).; It..1, 24--titeit -1-4'Max Sitergth AcitifityliKtPKV6) _. Fi*io to Cartkr y 92.6 kilts to dowel @.2i1 Days: -4,i6 75 Mtrt 75 tAri Water Requirement..°Ai.ur 0:)ntrc I 91.9 19S Max 10$fast gounlness,Autgolave,Exp-ansfoti ro)t tt 1 (-,'Ei KIX" OA tO ptyl.hd Oirltikage,,-la:tease(51•25-Ditys•046): 0.00, .6:13a Ma* :aop.Max _ 'Derteitv:hilttiftri : , - - - _ COMMENTS: ,. . .. Meets Ciass F.ASTM C:618,•S9•SpeciticztttO (Final Report) Woad Eivifiabittatitatidialrg*tiitel,up Soltittons , 1 Rocevid 1 , .'+_1. , I i —,tal'.. 1:' 1" ''''',:e;•-i., .,/ q,"1..04-.-. . ; A, — ----- , , Wicitdd Zha-!t..C.E.T... B!imin Rcidcratki.rtit.Sr,.., P.Eng, MatetiAls L,a&zratoty Teollniqn- t;.s.,3aciattk.filiaterlatt Eng:neer _ ' :100f3TrrP la Zi%F.t51 Mara zoct2.1a3.1' .1;1,F,two co cinV tr9ruzpl rti,74trAn 4',tas or.or.-'41 F.,1 EzS Irs:ALI L1PSVIS:454,7/1**1r . . _ IVSDOT-Materials Laboratory https:/!wsdot.wa.govibizlmats/QPL/QPLPmdinfo.cfm?Produci_no=201... al Washington Moto I/' Department of TVannocrtntLcn Qualified Product List Product Information Manufacturer : Lehigh Northwest Cement Co., Tacoma - WA Product Name : Boundary Dam Fly Ash - Class F Standard Spec: 9=23.9, Concrete.Admix - Fly Ash Product Description : Fly ash: Class F; produced at Boundary Dam power production facility. The primary raw.materials are collected at the SaskPower Boundary Dam Power Station that is located near Estevan,.Saskatchewan,.Canada. Product Restriction: Acceptance Code : 2545 Code Description : Acceptance shall be.by receipt of a Manufacturers Mill Test Report submitted with the concrete mix design. Review the mill test report to verify that the.available alkalis limits set in AASHTO M 295 Table 2 is met. If the mill test report indicates that the • available alkalis limits are exceeded verify the mitigation recommended by the Contractor conforms to the requirements of the Standard.Specifications. • Last-Updated :Jan 16,•2018 • Contractors With WSDOT Click here for Contractor Product Info Page Copyright WSDOT)2016 1.of 1 10/4/2021, 10:52 AM ..i.,.., . . vsWashington State Deperbient.ef TranSpeitelibb 'Request of Miteripd :,. . Contrail Ncinbet FANnaten S . Paig CAG-20;0G5 , EMIan f TiVe ofrolot Powly DUVALL A%/E NE 1 MO Canitactor Submntfactef. . ,REEITTRUCEINGS EXCAVAT1UG,INC TOTEM ELECtkIC. For WSOCTilie Conly, - - IRAM it •054". PE 1:to ' 14 nem N‘k.istai ct 14no and LolfonritPatitiratact.bwiseatufareq.PltiOlgr Ste*,,ilta FF.ICELCodt.HrldiliCPL NC WI• ttiti. . PiodactiTiat ' . Rafarartz ., • _ . RSG910C RUCiGELICOM CONCORUMITERIC4 i' . '.'". 94943(10ff El 0-69.02 ItD,CDELI. C-01,A1 CANA- DA, ' . . ) 85.0.112 \OWL PLU:d. ALPNA WIRE,CAttSON;b., .9-29 INTERFACE RILGGEDCOK CCR,c0R-D0oNTERIP —. . - .aszToz timiT- - ,„ CANADA. 9-29, , ,D. __ • •. B 1,— •a,;69.06 - • - • witNitkfUDIOInt SY le , 1= . noilisiNG - - . 85;09.01 • - CORNINdi CORNIi314,11Y 99 • 10, coNN'ECTOR- 1 • ' ' ' -. . S.5-.o9.01 .litiPTivaICAL-cAn' r.,.. CORN it,)G,.0101., tag, y 9=44 • ' JUMPF, 'P.0?...1.1!. piGTAms,- PPM PO1t$LAND,pg ,..!44. .[=.]•:.. gl,O.di PCdtiL AT11 AE ii3LACK..13t*LANVIOkEi,ee, .942,9' El. ' Ned ErotertRapiesertwe- (--- "), Pa0. '-.... Slatp kfaloial a EqointedRoptcsontative ' 03te . . . 1-2_ --L `: 10/2012024 - ., .. Acceptan0 Wiwi-.Codes for use by PrOjectEnsintefinO'STOW IttfAti131p 1.600r4tory: --- 1, iiii-eptan-:?.'ciitekir Ac4eOtalice basitupoesatisfaCttir'Rai**ter i*Pu.31.4r,intiiti.lts to t*Irldqcp3rg;p4 1pirs pirOOL - ' Z AOtepratte e..t-Retta:tittirg;Cot"at qoititianqe fair'Accept-Otci priot it!iivq o/mgliffal. a. AccuptoriCe.driterinl'catopti:C4In for'Acceptance OtTotta PO of intilnliaf.petalr?Il Curt'AppOod ',Op, Nct 4. Pictap.larra Cr,Iterkt:Subir.451i0 OraWilos few ApOtrWar;Praf to ratrOffan or.mPlAtflit . ,. .._ 5, Aixop419.7.6 Ctdeiire Ontlioiyprovqd Far sypTile•or.wa colt 10,0etto!or'RoMmaikinAwrOvecti 04,gat tnato4laWrill be!rid_ a. MoaPtanee ciitgiai SUbrilit C.61611a!ate py Malaria la Pitei tti'PM*Fitfrjrinr Off* , 7, AcOztptari&kr Criblia:Reckiest.Trartmittert trifSin Ma lentil Labera!aet fprAppoval-Aolicip. ft, t:itarek Apiaroved:,IN0 E0xtruCtEPTIONS;TotArt I 9, Appnwat Withlinkt ette:1 I mark,me.Muermin, . . _ I . ektei.shall be 10.41pfcwo uraitIod;I ktevisE AND RESVOMFI.WITI-I 1 wivo°PER SPEC SECTION 9,29:1341( Closet Connector 96 1.,, ,. _ . . ,-:. ..; it Mfil'ri7115CIMSAtket:etiterte IL:hterta.Remarks • • . . :.CCWC,P,1249:_coSuOler.biete.., IPO; :FicildWorkniiective‘to,follow:Remark '11-tot , This fern shdl be eortmletc41,17fir tO.klbrilltiEd,11 th),siben kno4 ecimpettl dt gintycfewimittat jpgaty .., bef returned For freeritlkaii 1Mttiy4s pilitiect DOT i7orm 3$001 Flivliodb3ONI PriOcr 01015.'4 oldibutb1M. CAntriarar figiktrk Grxtranzer;&WPM? ratitAii110 itit{Ptdb4b Weil atiattilek. Slot Mewl&LA r.a547.SiE ' i , S' • 10.00ingtoll State Deitairtineitet Of TranspOrtation: Raquest'foe Approval of Material ..... Gtirtirdct Metter •-OA Num* SR _ Pate CAG40.0135 SIPIWITItear NO- ritriy i)tiliAll AVE NE.CatiItegrit ' SubittintWIctr . ,. MEI)TRUCKING&it/CCM/MO,RiC •TOM(EtECTRIC For iNSUOT Use/Opty _. . ow to, "4:054:::. .. . iPE yze _ gijaallorti• :.:fir ay , . tOrpoMitpultPrt PI FittiPgtiti t.tawragutetst•VANgtober.',....SOrilIcatta, POr..,K•ccd6}litettrtlat t1tUla •'• SPEED"CHECK . 41$5.13— CAI ANAI4 VIOTORIAi EIC 8.-20,2(20)",.. 9.,20;,2,8:1 • I:=1 • . ... ' DISPLAY, • - ,,..,-- rz-i' , lit.-.13 - - OARMANAK ViOORYQ3C --IL-29.21 11,- _ . ....'— SOLAR, , . 115.13 • CARMANAU.VIDIDIPArlIC s494t MOUNTS 1E1 . , tsAzoi. cAgri0. arimANA.14.viorowei,at g.-7.4.11 ' ri7.7 „ its29,,Q.` Pui$E4tttio- -- • imiciniA,lic g$.1) — :cARMANA1 V -1, . ... .. . .. •18,20-306)1 9-29.2i ,•171. 4F,4141184",•-A.P. 1- • . . tOWE(ED !' - -•-- . . •itit7941• lis.izez •,' -• '.0;13A;i4i4At-i."'vtOrtfmift.,'op, _ - .CABINET' . ...,. - , . • . . _. . , • • 91•4:2$•`, , ED . O 1..-t' • '.IS. .‘ CARMANAII,MICTORIA,IC *29,21 ' .LIJ...: • •.-- - .._ . S..1_13 LEDMODUW..5. DIALIGiTri tWirviliii.. .Oro_ hii NJ _ 94i,144)A - - . le . _ ProlectEnfrteitiRepteittititivt ,-----Th• "gide•-•. - -'-I•-. ,.•.': Strild Mititds Ettpearift4terAntatiti Etittp: L- -e''' 1-10/20/2021:-- • - Acceptanoti,AtUom Cothis for use by Project gng1r10-.•aricl.state filatsylitts tAberOttify I. ActeplanPi Ct.dettat:Avd.eopiotased upon-Sitistictai"nit'Op 'Oft-fttcOPlusti stp*Inft:ts lv.'1)1hasperstad into prolhat 2. Adthplapka cra.oix&141.P.,vt,ortottififanc:p rot-2**OVirt'ti‘prfctitto use iitmatkIria.I. a `Ar*Oaree.Oklig!.0.0..tafag CtItsfor•-*.te*tha"pet*Itt=a ptzpiterta Catt3to9 CUI_Appnavtd '(as- •Cio, 4. kt:plitpt*OPOite..-pakpittEttoptitai0.1rtsteti'ApOrpyPr PPor tiliPt*Ptrbtreataittl, •P. Artenpuerop Critoti,...OPleApprittotI tot Sitiputept;,904.00,T instoictecr'Pabttcatiptl A pprovad titec.ar matelial-Ozilt be maxi,. ii. APceptpitpaPtIttitv!StAimit Ceittifir.t4POIMplptilfs Ofigai to PtojettErtgintir Otittp. 7- Al*ppIppc4,1 Ottte4p1•RePTIest Train:it/arid to Slrii MatiartPts-LPtiPtatp4 tir ApprPl Acacia 0. SsurcarnipSnia0-5 ,NC).EXCEPT1QNS JAKEN. 91., Apptptpit AMMO: • es ac-nre intaseerv_estleatiso ._.- -._. ... . .- - .: _ . • .._ -._,•.• •.••. _ lik Appiety4).'Aghhal0i,0 REVISEVID:RSUBMiVVM-130730"PER 4PECSE,C7JON 9:20,26icONFIRKSOLAR PANEMATTAt38., I.- 41.•Miinath3R0100AL-hela. ,. a psterra,Ramis • - •'•'• ' — (PEg GE Light EinitqngPiado,(LEDnighttources` ...•- . - . , • .., - •R9Iraotp. shall ba'reqUIreAloi..all-0400:, Fyild.Work,• Direcliv0,0'f9110w;• . . . T.titsltem-Oat Ipe.comp!ited;prior'tp ppti.tp01.1f Pim form is sat coma P-s)11ttrtP4a subtittat it ray De re6011,10;)Int trifornittIttit titaiw=iptriittntk btitTForta-3t4iii 11110_16.0.tittiRt2t P1%0101040 OlsuItnticti• Cetsrstics Eppeethissitctrsq.safireer ppnido rftr.ed kin P.e.iing.A.Thirc. .sizlat,Suirtth Lis-,,,,,s4r+s 4 t Washington spite V.47111*, Department pf Y raitsp artatil on- . . - Request for:App_iroVal of Material ContraC Mater- 'FANumber '.&.R. c:Ad-ia4,55 _._ . . - Su licin/Tao&projegi ,-Gautty 17110ALL Alit NE ... _ t.K1M1 _ corato7 -Sub,tailltoaof keu-tsuctins k EZCAvArtie,Int TOTER FoolP/S170I.UktiOnly: .. .. RAE ti .;OK PE%J ffe.11P.ni Me_teitlest--""' tle $ '' NortCotilkcaL'pictelFOOr.st4;Ater4 lO -Lf .341wrir. all P00:740:7 Mgt CatifilkirlaPL ROlka 1,Io_ Prze.e.Tc6, - . • - — 'TRAFFIC. . 1 .:-• 135.1d - OI.N.Iiti.,‘ p4Intirtsx,,Atm*,TX , .9- 9.16(2)B. 1 0 --.,__ 10USI:Na_ .. -.. .MI() RACK-PI:NM INTgItte'l SY$fF.MS aVERETT WA 949;i0/13: . .._. . , 6. ssz9-ci ' Fg..A.$14NO . • . 0.13 15EACON- OrAMANAN,viC.rOEUA.ii ."' —944'21 • II El SOU*. • _ ...., . . qQI,OR -: .,-...., ,_ • 13 ,- • - - CARMANAII,lercrORYOP . '9-2941 ED MOUNTING' . _ • - 13. '1sM7li116EaO94L6 UEPrCNCaE0T4 T3IO*s4W?C_eR O. i40, M,V'I'P'7.T O u.A' l c'.,. ..9.:0.,..':•, 5:13 GLO4T2WFIC:STPAPLMN 5.111;(1). ,E7 85.13 GLOiL7RAFFIPESI2AUL W1 2j• .:...,.• __ . . .7/t.EILE -- • • - - I•• . ••8.7.13 ON SYSTEM V11.013ALTg..,8n7c..sT.V44.,tvi0 941, 0 - ---,. _ _-_-.-- .r.- ..„_ 111,71)OPS: 1 * , ---' ' . • • - . . . , • 8.5 II ' ' OLOU/111.-TRAFEIC,ST,PAUL.NIN i 97 -29.4 . rrolatt PlibOOR4**Fi.tzi* riDr-- _., El D.* 815te Atild#4_,JailnadRegesertrixlve, — D6ra Acceptance Action Codes far use by Project FP6incer an d-State.Matetiats!Laboratory 1:. Acce02nvict c1Izia:-/kceiVInite6 is41.400r0.S214f.atorf Vat ReOrri Ircii*nPI-4.0`rnigirigq ti'i i! incttr-Ocihtc?Om*, 2,..,k tre ccipta -Gilt:if iii:Mfg,Cdrt,of aoMPOstlea fix 11,NOOPW161.1ittiF ti)1.4;1 4rtMieficeL 3. AttoOl5ota C.riioriai'Ctit0:9 COR 4ir'NO,Ottatcir'pribe t`o siiieVO4tEtttl:t.:4WIP9 cut.AP,O1p1+114: *e • •Zeri,i 4: AcOpla47.e trita;;*Wicii Shop ProdiltI P NJ''APOrciva. .17.Firi9119 Ea, 110431lon of rrieleri41; • . kba.Vaik.epitqriF boly)titiptAveci teahlxitont.VisiDprliumtelf.6r,`Fhtlt,alio-riA00eotrqiIciet*Oiopr.104k#1,11i 6, Acceptan*CrItciiir'PitniE4Chtiftz'dth of 001orta!sOe0 IO 0:m10E0(pp/or Pri!01 7. Aocepoli•ie drileIlM,i4cauesi fiztftiottled to Sto tIrtoftirfato t;*iniFilly,f&ktiPrOisli Adult 8. 4i3err..BApp•pt ;1:0'EXCE.PTKAIS TAKEN l , • . S., Appirmi livlittielci: Litx1.13arnpies tar prehryurulry. Aypluatiali, ' - r ' • III APPrilr4Wrir410!th Vehicular a ignal'heade,shall be manufactured by,FACtain,-,12 Inch lenssizes. 1 i:plietitsiriEti Acc'erar0 cOzd!*Fierpfrir it* ' •Field:Work:Directive-to follow gpa: ...• .• • . .,,,, -,._ . • . Retri,ill , . . . _ . . - - Tits fr:Frg shal bo bomplatoO pitor to imbrOttol,irt lois Ron,is ocElccgr!PFlOtIme ri!-At'llittalittlIPY be re!trtfed,rofIrifoonciliOh Inatinas 6Oiittect 00T Farm 3079.4. • FaviriOuarmit Pt.6i*Oign=t1 bittnigtion c.D.oraiA• g,i,:.,h cirvi41.eicir.et: ratthwian LI kotikm Rfil!...atidimbi i , x 0 r.,:,.., - . •-•-•-•• ... - ;..-' - 2. -.: :"-',-":"."...`'.-.77",75-,4:0z f/4"0,-.1.4-':t.•=0,-*'->nve."--••,--;:- .4-.--•-• •';-,-;,-....itwoiv-,,;.;,',• l''Y',,,,,,,- #4.. Waste. rrl Systems .: ...,:.._ - '. . . .• :1/2,4A",,,,,,,:;.1.1.*#:„..41*.::41,1: :4 '.4:4':::',t,:,5,5',1.+4iip,i,',..4104*.!;,:d.,7r.'...,. ,". ...:*-,:,.4;4t::;at 1 , . • . .: . 1 . .. ;-;.m.;7",..,,i,r, -..,••. -4)4... _... -,.....,....:.:44,44.4t..,. -,4*...,,,,:•., ,;,:.......,....„4...,;•,..,0,A,',' !:::::i........, .-...,.. ..., . - .: .f .,;;•.:•: ,,,7',,,:,.-,','"a4,:e'...:'.i.',...e-,447;1n'f,:'''' -'1#:'''',LI:.:;',.:,,,,k;;.,:,...4.;,,,,,.."-f,,-,-;-;i,4--;-:4,,:cz., 1.47, % . rei,utTr.',1••“;14i,,Prr ftiliqt:--Li ...• •%:. 7- :- • : ' '. '.-7,,,...1,wor7,‘,;y:,.#:::4.:142,,,IPP:.‘::!;,;:4:',Yr'n.1;;;1;14.4151741:::741,11::1,4,.. ,. -,.71:::,..;„:;.:,...,;.,:k...:i, cliBiaillri'L.,,„„.,.5 , ',1 i 14 ,. Seli COVER PAGE AopustZ 2021 Prnject Name: Duvall Avenue NE;4ICAG-20-005 , Agency: elly,of Kenton • ContraCtort. Totem Eiectric Cada& Jane Romito Sited By: Kris-Wahl Job Fite Not 2021W2029. . Pease see attached etectrontostthmittals on the above referenced project for your reimu. Westerntystems Inc.has realawei the Material and round a items:referenced withfrt thesutamlnal to he acceptable fortis projeel. The contra:tar is responsible tor roVtavilng ati itilanlitiSS„dimentletts and field variftcatfona prior to ratease. Any changes lo and/or additional eguipltent required.wit beadthasted as a-change.order. , yotr:order la-currentlyan!told and not.schedut4,for delivery..Lead times con vary bsied on when'ffnal apProval reoelved. Ira speollicdateis needed„oleasOirovIde confirmation by written donirnunftaton ionnadiataiy tad'ixamilirdo.our boat to Inge Ant requirements, Once approval hes beam granted,please return the complete submittal'package=idled as approvectfor our records and for the releise of material. ResPectfully, 167,14 iliaia KrtslAtahl Project Manager liZzc,42.1.43t.liaa IS twattswegtrasysi2ms-Efir_ca.m Ott vewilwasterrtsystanrorlictorti 1722 trulustify Stmel,Bldg,8,Evere1t,WA 98203 :').,,„,''''',iit*'- 'Ir7''''''''''''',i'ff:VG7',73,--,,"7,7,,;,r,-,,i,, ,,,:-4-..,.'„-".'",, ,,,:,,, '''' -• ,'"•'7,:.,"7”':,',7:• ':' '*,,•-,'",'.i.:,*1).1'.'**4..-;I:04,-,04'..*1',,a'"'eti,04:4;,'il,,,,,,,* ;',,,P,A4.,,,,4,,17,': '- ",x; ,!,•,,,,,,-%,, ;,.t fti14.:,";4.6:14%444 4 k',,`A,.fil ''' '',,;of ,.,,,,.,-:'-',i.-Lisficii,..,,,.,..,.,'•,--,,,,,,,-,,;,- . ,-,.„,?- ,k7 -•-,:,.,.....,:t4 i,,,i5;orom, -,,,,...:, t-,,,k_t,,,z.... ‘_,:t.h...k.,..;..,;...,..:,..,:.-L:::.:_ • --..;',,2,....L-2.,...--....,. .4,,,,J.....!......,.. .. •, ; c- w Cie • • - • esfernSystems . 1, ,..,... . i .--- • , .. . , ..4. „..., 114ATER1AL ti5T ,. suisarrps RtyllnY• • o,NO egF.PTION TAKEN O ki.ME C8.;41ECTIONS NOTED 0 REJECTER. 2 RSVItE ATM FIEWEIMIT 'A. ,---_ -- ' . , .O.sitrarir Et.. IEr3 T II SEE, TIAZHEO C.OVAINT • 0141(00..00.;':El oAtio41..;:SY.-ote_rktoropipte .ITEM SHEET premo . CHZCIC+41018.0N1;FOR CEI•ERAL CONFORIVANOEATi-HTHEOESIONCCriCERT OF 1O-E PROXCT ANO OENERAI,COUR-1MM VATIMTHE INFORMATION OWEN N.:ME CONTRACT.00CUMENTS ANT ACTION ShiYAT4 tO SUBJECT TO T.,-.M. c;EauffEtiENTs OF trE_Pura'ma spEctmcanntis CONTRAOTOR IS ttharnet&echos . Ctos'.?"66Tig AT Ti.:forkrisl--FAehtgliti7,ROCell AND TECHHIQUUS OF,CON3TRI-IOTION,COOROTNATION OF HIS:NORK'MITI THAT OF Ari.OTHER ' %Gag . •TRACE5 AND THE aATI,S,FACTORY PERFOR moo=OF HIS WORK. ,. . 2 FOrtitiittliitch Mail OC t4)1000B*SFP.(6).iorlOoti000rx Pcrts pia Rail) TrAtZhia av((xi Cum/ki,NE'gig IP tit wzirordAli be 0 1,: i!,•p, ,• ,,,, . • ...• : . - . . •F",r,R.Amolpix - • • Raccattconi Part*RSG9113C ft ovVG PER SPEG.ii . ,• , .,.• . • A, SECTION.949:13(1 • 2 •Forkif Oa*18AWG . ' ".rilh Lugs Er .-• I••, ftumaito3rn Partg 9o-43.cov7-001 ,... . . .. 4 ftirni•GBIC/SFP Tranweiver 1 DMUS Sti LC t 31 oNm.iokm Rani Part it,emcgoo,o1Fas;?.0AAa 4 Fiat eidcsigeWril Mouct(12 Part)w/Splica Holder Oiciag fita4Ic Corntall,PaitilTSPhI431P1,• 4 . r FlatdI4 F'acic 9.1.(LC)Daplex Mc tonl'All Pad t CCH-CP2149 i• I .. - . 4 • 1Patch Card SC4.0UPC 3411D4lex2L1 Baled Part#1315584A-7.6021.1 . . . . -• . 8 Patch Cabla Crile 7(ea!). Mao Part4EVNSL621-11005 SpecatRadat: Qt.' Daccio60q, 1 4.011tilleck115,Yoko/ea+YelPtv Slim NINA V111-1Nthe,4,,InelOcs•Sefigt,Mar&Datatogger •Carr:mach Partg :;30, I Speredcheek-45 SO,80)C8fi`Ycgr-Speoi'plori-kitiTeD LattarliSght)4YAlbw(HIP) Carrnanahl Partg 88671 Spaectchack45174ciurt..Side at Pole,6 4-OD prisOted) 'Verify diaritobat efix4a a!vital litillt t?414010tOoStga:0000,L Carnfanah Partg 040 1 .8peadOneck.5clar Cabinet!ililtEMS Chryge contrcitcr Carr Part g 85704 ' i PatfETY 55AR. carmtnEii Patt,8.6026 1 Waft Sobr Parid Carmoizh Pitt#74334 %co,423.43‘1.1133 I CM Iteiahleeiestemsygemvirse.oun 0 reww.westipirksirttm,.4,„om 19 112F Industry Street Bkity.ilk tworetts WA 93203 , , ,,,:;,..:4*,4,:,,,riwirt,-,41. 1.7;1744V,77-..-.;1""te,••.*:., ---4:6,,,,,rmos.t..4.1,.. :0'iz.":""..,',T'r"''' e:', ils........:,,,..,‘'f- -.:;w..,;,:,g ,q4;;;','4`...v.:-.. '..;-4.*;,..-,' ..1i.... --'4.'-z,•-•••'.:•••,;'''''''4.. '1 .-.,,, ,4•..1r..4...,,..2'",,,...1:-2,7.; 6 A.' ) West*r I SY SteMS ' 4iVtA4. Sida of POI mount for&Walt Solar Panels. Carrnanak Pat#824130 Soler PS/lei llama-VA.,.MC4 to Spade Terminal*IT Camlansli Part#8054 Spiaddrlsols Program$Oftwais Trairic Analyzer Software+Blustoolt USB Dangle CarmanabPart#85717 Sdiuof 066to seta fait cafe rid.benpgictito AC.,atettd.irteN Litt-404 0!0 sOar woo nin agr*P411.72.0144 oolteLvh. 1 peseititan Control Cablnat(R820-G)AC,Natural Finish Catinanatt Part#04559 LED 17 Yelk(w feloduld Darmanah Part#44290 • 1 SJa figad Alumirlunilralb Visor 12'llYellow). na9alPart#82319 I Pelco Stria!Head Mounting:Kit(2 Arms1(\folksy} CeraraTtatifEitt#4017T19348 Backplata Aluminum 14sollort 12*STD(Black) Westemtystems-Part#1081110020 Harness,IF,2C 18AllIG Darnianah Part#44361 Calendar Dogrunioalonsiet,IT Sada(to.USB Harness Carrninall Part#'82S62 calendar Upload Overdtte KILHousing,Switoh,HantOSS Carniana Part 82563 Calendar ProgrammlnaKk&Sofivirara,-32c USB Harness Carnianall Part#0139 Wirgreaskill-Qn•Ut 6arrnanall Pad#84399 1 Control Cabinet(02B-D).So1ar„Natural Fifth Carmanah Part#84531 Battey 55AH Carmartah Part#88026 1 50-1filatt Solar Panel Conran:1h Part#74217 423.43111133 ; inarahlevigsttntsyslents-ifoccent wwfmmeatenviystems4nc.com (;)114InquitcyStreet, Eiteretf,WA 95203 r ts* 0: f, A . . � � ' � i , ., e a 4�P � : , r Systems 1 Side of Pole Mount for 50-Wat Solar Panel t Carmanah Part#711157 I I Solar Panel Harness Carranah Part#84584 1 LED 12.Ye low Module Carmanah Par,#84296 t Signal read Aluminun with Visor 12"(Yellow) Carmanah Part#83819 1 Pelco Signal Head Mounting Kit(2 Arms)(Yellow) Carmanah Part#48917179348 1 8ackptate AIuminurn 1-Section '2.STD(Black) Western Srsterrs Part#7081110020 I Harness, 18',2C t8AWG Carnival)Part#84366 1 Wireless Add On Lit Carmanah Part#84399 Firttrie rcy Praemptian Madtkabon Ott Description 1 Opbcom(754)Phase Selector 4 CH(Infrared f GPS) 2n Part 4764 1 Optica i(1381500 Cable 500'Roll Grr Part#138 1 Opticom(3100)GPS Radio Unit GTT Pant#3100 1 Op m(1070)GPS Radio Cable 500'Roll CTT Part to 1070 423.4311.1133 ® NwahFftweuermystems nc.com CO ovvrw.westmn%ystevnx•+nc.enm IQ 1122 Industry Str..t.RA%8, Evmott.WA 46203 r+ 8UBANTTAL REVIEW 2 NO EXCEPTION TAKEN ] MAKE CORRECTIONS NOTED 7 REJECTED E7 REVISE.AND RESUBMIT Part# RSG91 OC ] SUBMIT SPECIFIED 0 SEE ATTACHED COMMENT ITEM SHEET DATED SIEMENS CHECKING IS ONLY FOR GENERAL CONFORMANCE 4NTN THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE.FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION.COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS WORK. Dale 21 ARAMETRI Aloom e K a- - * • 0 . ., i I 1 . . , , ,a. , .,.. 4 .. .. .. • IP 11' ItiV Rugged Communication RUGGEDCS' ' ' RSG900R RSGYOQC Compact IEEE 1588 Ethernet switches. Edition 08/2018 0 Brtchla�+ reddat award 2018 wiAnp tr4ustrial+resign I1snI.n8.comfruggldcom C RUGGEDCON R549008&RSG9COC Product overview and bene9its The RUGGEDCOM RSG9uOC and RSt29U0R product families IEEE 1588 consist of 4 switches in a compact design,all offering The RUGGEDCOM RSG908C,RSG91 DC,RSG907R and IEEE1588 Precision Time Synchronisation.The RSG907R RSG909R enable the creation of a Futurrt proof network and RSG909R are equipped with the Redundant Network with support for IEEE 1588 time synchronisation. Access features IISR and PRP to mitigate the risk of communication disruptions and downtime. Power redundancy These rugged swifdies maintain continuous safe and reliable These rugged Gigabit switches are designed to operate operations even during power failures,diminishing the risk in harsh environments with widely varying climatic of revenue and data loss. and environmental conditions.Tested and certified to withstand extreme temperature.vibration and shock,the SFP Ports RUGGEDCOM RSG908C, R5G910C,R5G90711 and RSG909R SFP ports can be modified at any time allowing deployv1 nt offer exceptional reliability for industrial applications flexibility for varying customer needs such as electric utility substations,transportation systems and ail&gas. Multiple configurat ons All 4 products offer different technologies and port All four products are ideal for applications that configurations to allow various network design options require high bandwidths and accommodate future and cost savings through increased redundancy,reduced network expansions. downtimes and high reliability. The three Redundant Network Access SFP ports on H5R r PRP with Gigabit interfaces the RUGGEDCOM RSG907R and RSG909R and the 4 SFP These products help to avoid revenue loss by mitigating uplinks on the RSG908C and RSG910C provide ultimate the risk of communicationdisruptions and iowntime flexibility in media and distance, with support for Gigabit with a redundant fault tolerant network supporting bandwidth.The RSG907R and RSG908C connect up to 4 high bandwidth IEDs via 1008ASE-FX fiber optics whereas the RSG909R and RSG910C connect up to 6 IEDs via copper Ethernet ports. 3 a a. RUGGEDCOM RS690OR&RSG900C I Ttp•chrlital*t* Technical data RUGGEDCOM RSG900C Ill om 4- a I simples. :aim;........k.1,-;•,...01,04 MOM RSG900C " no ,-1-- -'-rr)C04 $"1311411 l.... 7 Atm, RSCOICC' — Ali 010404 ---i-i------- .—-- • L se cur soi*latest att ---- g ig Mr frallsare relay 11141 A l 1 • 1 S s 1 . Gigabit SFP Lsfio parte - El :4 MI - , -I 4 - • * Fig fiber or copper ports --- 0 -4 ..... -e'.- - -• I 't"T Dual powaf liripula - : r -1 * . * NV I . . . . . : fogir - , 4 t "tee°&ISE X(SrP) ,4 t 10014R5r-14 4 a 1000 eASL-X l.W-.1 0 10400/10X*A*4 12,14046 NtliC,.10—60 4/1).C, SOPPOOK1 inputvokree ranges IA chle-,t40 VAC i IOC•-100 VOLJ Oinon.***)tini in In mon 9" ii x I 77 mrrt t';4 rt1,11 Vikeoht 2.9 lt9 DIN rirti trat4 p414*repro*, 004.100144044trature 40 C to .-8S t _ ...............,_ 0111Ring e$46 OE i58$ itortspatprit Clock 4 ,1 1111GGEDC.04M'GgCFORARad9-titrF1 kcAlli1FP Featu e.e. .. , . . •SOftWare Hardware. Tha.RiAGEPeOi4,RSG,90.t,:itS09tot;.:ficige7k.anO, , •Th-•p. Red-I:TO-Award winning RtIttlX04Rs-006Ec. . k5G90014 614 on Ktig,ged-bperatirig gYstern iii0.0);and Rt691t1 ,RS.G907it and RSG969R,have benn specitkally deliver high performance satchipg designed•and-Ceraed for substation Rtiddrittibu,tio0 autornation applicationi within Tetectriepowerindustryi ROS©supports Standard network technologies such „ . .. . .a;Rapid Spanning Tree Protocol OsTfli MO*Wt)riftit Power.u13Phr Tree..Protocol tMST.P),.Me d iii4ediinclaricy-ProtoCo l(MR?), • -integrated'peWersupply withled'undeptipputs Remote Monitoring(RM04.1)..6iMpleNetvviArli Manajeitierit - OniverSaliiighveltega range:Apt/.•,.24,CiltAt Protettif SN nip)and others',including OrtiOriata0 protocol:- Or 1 Oit"-;3oCIfilii enhariternipts such is'51.e.:remilF eRFP(enhanced Rapid ., %oh-4/701,1'0W v6100.06I'vOltJOIS.ranget. .'—`6,0:0)C :A. , -. • - . 10 Spanning Tree ilicitocol)arid Fast Root Oa itover(FRE). . 0‘i1nigint4tign interface . Software features All rop r new A.t,i6OED COM'Switchei are equipped. . a ci u a 1 I ty of service(062;10)for traffic prioritization with a US3 Cons*liltella.0 WOO'enables eatrierlield • Whin*sybChroniOtign-(chent.arid server) configuration and iipciradrn* • Port rate aridlEtroadtait Stan tirrirting • Part configuration-StattrS isties.rfittro(164 .HOOtyerniiiiSpinerits • Simple,Management interfacethroutih.Weall As With:Alf itut0Oimiiiiich0.81jhlit Acceletated dho,c6ri.For,i inter ace . Lif. .Teit.6141064).440eto,usediri.thegarlystagt-is ''Single file configuration ensures easy installation of product development tO,deteCt.anidesign'or: 410 cbhi. .1010ntil* perferrnaitte tss4es. 1 .. .-Cid;er Security • Tenfperattiret Arr.t,te:+85",lc(fatiteasi' Cyber security is an-Irriptirtarit issue in many industries- • Safety''CSAfilL,6090' where advanced automation and communications ' - •,,Vibritigni'lE0•602-65-21,-T,Class 2 PetlerkS-Playe.ce4efel retain mission critical applications . 'Shock:lEc.60s.$414i,Class2' and where high fP liability Is of paramount importance. • ,iiumiiiity.f IEC 06.60.-4,iii,up to 9-01'reiative.hUrnidity . ko_RelOgpcpr4 fl§: 997/E,t;Ft59,94,(illsd9p9k and 13,50916,c feature5.thai address security.isii.105,a .the' terfigkAtitint- ; 'i.tc.61(g):0,6-,..-I:tindo.italilii104161010 local neti,vorkleVer include• - -IK 616504(041de substations) . , Passwords,-Support for multiple access levels With • IEEE 1613'(eleitriesUbStatietti) Separate credentials Or each level - 5514 IT.S.SL—extends capabilliy.ofpostvarii protoatidn to add encryption.of paksvdieds And:data as they cress. the network Enable f disehle Pert's—capabl*I6 cliSabfe ports so unauthorized devices can't cOnnect-tg unused ports • SNIV00,---encrypted authentication and 4-t.05 -.5kili.itY • FUTPS—kir secure access to the web.Interface - 802,1x -to ensure only.;parinlited-ideViteS cafe cOnneCt to the device • MAC address authentication—contra liecess,-to devices that de net support RADIUS,. ' a .. f) frniltiolow1)191,1q91113 I RVGGq000MASG9toR egSGOOC Tech nblogy highlights Preciiirm tinting solutions PRP redundancy protocol _ Precision tinting solutions serve to Increase an efficiency PRP networks are designed Using two saverate LANs and uptime by improving monkeying and troubleshooting in accordance with the IEC 62439-3 standard.Frames capability While also reducing Capital expenses by . traverse both networks in paraltel,with compliant cenvergIng-tirning and data networks by using IEEE1584 devices arid switches using the first frame to arrive; v2.Available since 2008,the IEEE 1588v2 hes become the This guarantees frame delivery,,withour delay, even incluStay Standard'for time synchronisation. In the event of a,failure(neither of thetwo netWorkS. For the electric power indusnythe power profile far IEEE 1588 v2 was created to meet the timing accuracy needS , itzl.r.-i-i itpG4EDCO' g'8. M. . for the applic n s.atio of today and the_nature while reducing nsGsa • ' A the cost to Install end maintain separate dedicated timing , .1 networks.With IEEE iSSR,the cabling infrastructure 14. requirement is reduced by allowing time synchronization .. , information to be transported over the samo Ethernet LAN'A. ... ,. medium as the data'conimunications,ThiS convergence LPB Of tinting end data information networks can be Carded right to the network edge. With the•RU.OEPCOM ILSG908C,FtS6910C, R$6.9.07it and thel156909R:$iernens adll 4--'' ItLfGtatoet* 4 t- ii4--.Hr i R.:16Sfink ' 4 allows the implementation of green,field'PreCisiOn Time PitOtot .Protoccil networks based.on IEEE 1588 v2 where the nee 1 reto , switches act as Transparent Clocks. , IEC 6189-9 Manufacturing Message Specification A.. 1411011E IT*OOP coPtItki lED 4.: . , With the integration of Manufacturing Message 'k Specification(MM.$$.aced:ding to lEc.618.509-4 iiindin)46:1 EOWITI.A(CoOorj, in network devices,operators can monitor network -devices and Intelligent Electronic Devices(lED)through asrandardized protocol and visualize them in their 'HSR-redundenciPretatol SCADA systamS.This allontsfarennariced diagnostics HSR networks are specialized ring networks in accordance and eliminates the need:for addhlonal network with thelEt 62439-3 standard,Frames traversathering. Monitoring tools. in both direetions:in'Parellel.with compliant devices and svvitelies using the first fratte tOrarrive.This guarantees Redundant.Network Access frame delivery,without delay.even In the event of a single Redundant network structures increase network availability. failure in the ring; but Usually aiiaresult in shortterm.delays in data transfer Wheria different network.path is.configtired in the event of a failure.These delays ginp.longer an Issue when Using PRP 0177-,, RUGdEDCPM ,..... (PaMilel Redundancy Protocol)andiortiSRIllgh-availabilitY .,._ asdeasR. . , Searniess Redundancy Protocol).Thesetwo protocols are supported in the ROGGEOCOM R5.690701 arid Fitpipit. 1 Cernerti C401..°:10' . .-1— „ • W 8 4 el:0 ' '73 , ., IRUGGMON • LI R024E000%1 u . 990 R 477' f ...JE:III.+L,::.../iTraPable '143R-Ciiiiitilo • ',''70figidipo0i4 lea 4^. •RSGSUR f •. ... . . 1.",,T,I.i...,-,14 stte.04401ED i •IndurtridEctionte(Capp!) al 7 4 'it RfttiGtEDCDMEstOoolt&HSO9Oac 1(11.1.e enle,s. Use cases ily...,..... .....7:-........7.—.-- a.-,-, ,------,3- 'Syatora . . NIP Saw ,:•;','I ocustrighra..,:E afOqE0c.co4 IWIP(10- .i 1 -- 1 - Ft4c;roa,co. 41Rotelo. .,_,....... t'w•Eili-61{.2`11e;',%; .'-' ---17 I :)liclia' : -4.----, ... ; f ci „ . .... . . „ , LANG _ , - -i 1 • - ,_ : 1: .ItUdG1530341-. 17 . 11.3.7 RUG5000M, ' - Tis, n'1 tiUGGEDCOM•Vilt.i.7‘.A l'412 ,O&OBC 1111 ' 'Li RSG900C pi;1142-I !-?.. . -,• 4E.41 Figt,4Oab, .1411 , 1 ...., i 1, • ,s,1 1 . - irk 11, 1 a ;u1 i g 0'- o • u- a- ,• s- EV ill'-,'(.0 s- ...••• . ... .4, ..._4 1 ,, r..I ,1,- 4 •••,4 ,.4 I ,•..•r- ). 7 • r.,••,,.:-.•,,, .-,....-y-.•,_oo.oo 7. . .7... --.--- -•••••• .7:,.-. ii! 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Eli 12 •1.27i-ii.B1 ;.!,1,-....: lilt'..• 1-...: IEEEItolia CPpalsto lEllt IF PISEIEtir2 popohle IEDo IEEal 5804 COpaNe IEDs E -)11*"rt:11.* 1 401.1 ..- i'"[E114,1:4'. it ^.10.1VO• '",,-1"•jEJlii§: 1- ., IIII Industrial EIhome I(Kupfer) 0 Indystrtal,Enuunat(Fiber Collo) li 0 A contination Of RUGGED0:1kt R5G9DiC and It5G910C switchos-pro;:fides a FON of fl On r optic and topper parts for IEDs and other edge aquip.ment• such as FITUs'and IP Camara%atiGsperted itErinetS throughout Substations with 1EE1588 timing. a \ ,a e, tI case;1 RIJGGEDCOM 14549001L&R56905C I--- —, Enettlegring ',' Station cal:,• , FiliGGEOCOM pcp,./§cAD _ Ei..« ., Ettt5,5S3CONI olloansom , . 'CR V ft$GOD9R ...J-,.."- ---_______ r` '' —1— ,r" .. n .. , . . EttiOCEDOOLI. ';. fISRIPRI1 -* itl 1 RUGGECOOM 10 tcOtigni/ tif• RUGGE1k014 .tit.,•-• Ftwatrin tir, a,. Rs'ortft t 1 a•1 VI r 0 -- r p - ,.,i', ''''' - " "•, !'..... ` ; ;r0611 —,- ..—, •— Pi t - '&41 .--,.z•-,-- --'gii ., 4 RIMEitiCdtat , RUM05.5Vott '' '';''''' FISG09R :- - ' 11 ' _!;P1644/ II ' ... . , iiiiii ... .,, w la --- 011ill PLC ' " PLC,' It4.111011-I' 6 taititti - , alilling Oil WeWeeed - % - - ' ISOM,. -- " ""' • " titatfltot.19d . Sepaanitor ' -•' • " ' 0.1 Ilindastrial Ethernet(CouPart 13.1tithISSA-11 EIRENTlel Ohm 0016.) Multi.port Redundancy Box(046%T/connects up to 5 non-PRP or itora4i5R end devices! ,,-----1 NiAl RUGGEttrZOti .; GOrir4Y'or t i Riti500 . 1 1 1 1,.. . „ .,. . :., „. .,..._ . . . tY------4,--s • •WEWICA:41 ,eti 13.12fletEt El #11011 15f5 61.31 :T,I,r4.30-e r.jii,i4,1 ill,ner...,rirx 41-14s ROGGEDCON1 Raman Level REMPIeRSTP Rata(VD Gbla4 :,..: - - .RU6MiadtM AtST2226 rtBlf.;224) :a NEE Az!- _Era....7:parrir-No9r" 1 senrzr. etereatt .3 .1....44.11e44444al 2117 0='Pj- rittlX117 - , • 4 NuotiolCOMRSGOOPR itaGGEMOtiR511911374 • 4—c`, .' '.If . RritarOrlet CS', -. 1:•:71.1' •4 fil........ rii 0 12.i., r4SGE407R ,Ezi;u 1 I rtst=°114 61 14#g '' fat la, • , I 1 1 • 11:' , XI:. . . 1:1 13' •• i", I 0. • o. 111•„;1 ',.1 ...4, ik, 'fill Neti-liSR IEDs :f A 1 OMR Nino 1 I- Nan Mato r. aion4-tSit IEDra --,,, ..;.,;',..:-;... -.4.6.i..i.-. ---....... llt:ig..*-7...] 1ow"-:1. 0E3-4-.7' Protection By I HawcapabrelEth: IMR-capehin Mid hataellite Palo 6,Hz a I induard Emmet(CaPilar) 0 Indust:fel Etna:vet Tiber Cliode) . RLIGGEDCOM R5G9OIR and R5590514 stvittlies teaninathy each RR ring can be directly cortnectfcito it'STP network via their coupling ports, 9 • r, t RUGGEUCQM It5G900R&RSG900C 1 Ordering o tians Ordering options RUGGEDCOM RSG900C Product Article numaer .'l 04 E10?M RsG9'oec_ - . . , fi ur gli.,8Caou. _.N 7, ttuda hart Rst;9lnc Ounttrig k1t 0 t am 1� duntfr i§it. , tt4 ,i .;t1i14 fait and'panci rrmoigvng kit: 3 *.1011,•t"S1r,lpLy 1 14kr1 1n 1 Wiack:typ .. 12,I4(! DC.(y0A0,1/DCj• - - NC.('Fiyi=_ h0 VAC1:Qdt1 300 VDtti.-. .- - '- - - - - - `� � tC Vt1ou11 1ptit.g rm.',4o0'-0 ,p stunrif 'ton6injat coating' ,l, EXarrales Ordar cock .Rt1GE0C0tut,RSG9,0 -0,P1�6`iailiifiiu�turg 1,4_,91-1-,�70040.-ki 1=1,=�D0 309?—.4-V. 1tGr1 _ povie(sihppty and tgndgriti ii coating. • r#ti &Glldll}.1 Ctd t•t RUGG-GOMRSG91UG:Y01.ittiti:iait3ndi40i. mailntGig, Ita-721Zd148..?0:00-8(OVn 6agG,t91-QCD00.3A,10.2 ,powei:5upply:andiE3ndardreoating: - = - ' - • • - RUGGEDCOM RSG900R r Product Article number ;_RIUGGEaCOMlyfi6%9S$TI • • • : , - _ . - .. r>, 6,t90-,rntrt�• • ;., Di - -I a al1GGEDCOrWri5G909R .__ EuKS l99 CiABQCC _ DINrail rriaunting.ftit • _ 1, tilitr ail and;pane'matmting Iris = g' ' ltier i fop t lr rii tr t tdtOtn "121'24140y00*a dO vD.CY —- —` (1O 240VAC1,1041.l300' p C} 'C•'"' 5t,indari-. . i a `Coiiioimal coating; I. . E carnples c1*•det Wile ittJGGtutP4A5G907iEv'Pi l7ttJ rail mounting it, O'(1'i10 4080.,- J I00:—30d vi1t0,'' 64Kie490.7rJG0-•iet'c 1.7 :OW*.supp y andtoitfartrwl' c4t i 9. AUGGEDCOM RSG909R'tiwitl>,DIN itf arsd panel incti tting lilt 12124i4D,1i.QC(1 U.^=G0), GC<ti►g t3 G.GR0� .3f6Nt}•: .powensupply and standard caatfng; - ' • ID Part tf 99-4100671001 I - - - ---4 ALPHA WIRE COMPANY, ,_ . - . •CUSTOMER PRODUCT,SPECIPICATION Part Number.775: Issue::' - - '3 .- Patie 1 of 2 Pages Issue.Date: . 5/2512604 Effesici.t4i6bater._.tI30/2004. _. !... - • • • _ _ , . SUUMITIAL RE1OEV/ .Ka.F... EFTIONTMEN CI piii CO R fiEDTI C4.5 NOTED A. c:cOdAge COnOtft4c#Rn Q REJECTED a FiEWE Aro fusixrai 1) Otli01.1(3416, • a SUBMIT SPED IF±.0 M CE&ATiACHEDCDIVINENT p) Mateiial, BajittP.9090.'0.0'.gttaid'i,MY,F4:SR PENERA.DC NLF-'.CcrR.CIAVI:INE.DCE''‘IITH THE DENG P;CON CEP i- b) AW6.Stranding 18-.1 4,1/U1.-Finer siiii „rig,: I,,,--, 0,,e,igkel'AlnlAKE YAM TNE INFORIVATKINCLVENL, . ••--, .,. . s , vr" ',.... ,V a e g kcif Anon SHOWN LS SUBJECT.TD.DIE - pPartfirelas.",OF ri-g Pima:i -SPECIFiCATIDNS. cateR.AmaR,IR 6n,- . ,RESPONEIBLE"FOR. PUENSIONS'kr.iNCH SHALL..,SE:CONFIRMED. MD 2) jr1S4lati .CORRELATED AT JOB FABIICATION PRO,CESSED AND TECIMICLUES. ) Matariall •Rt.463.61e cm=WM:CUM.c.cm,eepirs'AreoN.oiiis vORK OVISTi THAI'Ci-Au,ort TRAEq,A,N0.311E BATISFACT9fri PERFtRWNGEOFEI; N:CRIS.1!(!) Min:AVg.Wall ThiCkpess, 0.0115 .d) tttirrirlal pfarrietar .o:011' , . _e___7,- ____ Dble Erad2E21 • . _PARME.TRIX 3) Core Aseerbily _. . a) 'Nbmber 0C-9m:factors ' :3 _ b) 'Color Code : : '040,,Wflita-,A,Grear,ily011*or Eljatt4 ,i.A.,03i$1,&gfepn, within,Moriselitio Component extended limits .1040i:Tilkerii00-.4:66g.:OkArWei.frOtilitit;440:00:iiit:6*.441019: 3C), 'Fi I ers •pbtional' c1.), '500aratbe TiOs*Pai* :4), ibcfcqt a MittOijOi ' Rubber ti)," Surface Finish Smooth ,non-striated .0"1.014..Avg:Wall'Thibkile..s$. 0.-.0$0:, ,(1) NOrioal,piat#?0,04 060' , •.., , e) 'cotbr Black.ikilhip':Nli.inpiii)V'cblrpOliant Ilinita.bicleyfitioti i).: '.IJI.,„csA:Tige S9.4'i.411.16•A?ri.i • . b y ocket,Marking Per U L.Standard,67;goitt•c$A._,C4.2.14c4-,49. ... ' '.'•- - - - •,;.tf,orciate typps,..viiirj-:0,t,LicpA rating'00.4torlthooTryFiq$3,011:q bp..0.9.4t4,qp;f. B. Cord Configg.rajicir: 1) End I, moiled Vinyl Grounding NiE04#.•."5-.40. 2), End,,2., -.1kple(SteipPed'I.,471+/-;125". Intlilaticti Stripii,ed 0.006711-1/4 iti,q25.! 3 - Md Color $„1:64k 4) gogiall Length 7.2"'fl,1" y. ,e620 4f;;17.06.7T , . .. -0111111I"- - -' .•-: ..—mis...111111110 .I :. •000. . * .__ - - -.. ' . . - --- . 1E+/....(314u * ALPHA WIRE COMPANY CUSTOMER PRODUCTSPECIFICATION Part Number:775 tsSUE -3 Page 2 of 2,Pages Issue Date: 5/23/2004- -Effectlire Date: •6/3012004 C. Induttiy ApproVats and Ratings 1) UL UL Stardard 317 CSA C4A C222110:21 3): -Witagp Rating 123 Vrms 4) Currant Rating 10 Amps 5), Teinparature Rating, .60C,Minimum • -411,02i Pitdeactipaa bully mat-Maw%tav Si EMENSi c•fio....Tua irdik6- 00a8PE5ItrA. ti 006<600. 68FE520/4/370 ,.. . rabOceccouotippywri..,srAlixironFs.larii-xt4t,t.e.hleace,Diical:Ifthi /„..... . ..,,,,4 MO nallitIcup Wrt-tt, i,pgAna...4,1,-40095ragroCeletra• . 4,4 aitiapC0 .ati*fitt'Vi'. ..,'-r . i ,CUS1...,prifar1706,7 . 'SW/Atoka .... __. . tr 111,01 may 'Product Nticht!Itte tylowitt fpaing,t.PAO _ tiaGitter40214,41adientare32601:1 .-P;1711,1MPLCItTialOTF TalgOVISZIZZiticiF ili'xitiriniiii faacid: FX.L045113117oL0011* edifitiegio Rat 0:filtufit, fig*.2c14"131011-4,4-4921.trui Malts Poduel iltrril# RtiatiEapt/Ad FtstrptSinvym51 Velli;craim"AVCIIIii ., •proorkkx42 Polopu • • Prka•iiiiio surnirTTAPREVEW.. ,.. .. . polo.ardip ?az z•Ntl,EXCIMION TAKEN a 'MAKEPORREPIlettnOirial TII _, i-NIir• • 11lhowirto 12'RE,JL,Li D . . , 0 RESilSEAND,RESLIDMIt Ciattgmer Min Eliot Kt= . i Sti/MTSPECIFIED CI SEE 67i7.4CHEOCOMMENT iia,i.ii; - *ow rreu sHEETpArar - -•''—. - " -- - - -----". •CHECKINGISONLY-F0F476,ENERALCOkFbREMOMITHECEtlI3N.GONdEikt Deliverylpfoncottost . _ ,VF THE PR9JECTND pENERg,COMFIJAXEIVITHIIIENFORMATION GIVEN sodzontrofftrziagraw- AL:ft f ECCN:04,0% IN THE coliMApT.Dpc,UMENTp.-.ANT,.Asno IT sriom:18 SUBJECT 70 THE. REQUIREMENTS OF,TNE PLANS,AND:SpECIFICATIOM:'CONTRACTOR:•IS .31arubrsilnadiermlirri,i ?P-TI3M-- 'if I witialit7 -.. - - - -- --- •- ------------- - REEFPNSIEU,'FOR:.-.DIV4NSIONS TIMICK SHALL BE ,CC3NFIRNIED AND •.,?,..—L.-.,.... ,CoRMATED KLIFIE. .,••10B SIM FABRIDATION•PROCESSEVANDJECHNIOUES pfer. t crormitteyr rt.!or L. iiiii: Saangdlilda - - — OF-*CoNSTRUCT iON,'.COORCOLATION,OF_HIA INDRX.U.%/Tki.THATOF•ALL OTHER. WouToTeartatni6 Ne4 alylalkt TRADES AND.THE SATISFACTORY PERFORMANCE OF HIS WORK . Pactiiit•gen to craitasum' kr eminatxt - . . -415.197,too — ,- -- --_ M By .4 . I6 tepr2621 - _...-_. . .._ _ . . PARAIMETRK_- - .....- .... -.. ... . . . . . . . _ . .. . Additional'Product informittldri EAR Etot4iifatiet :...„._ VC _ ., .„, . ... . t.,..,........— . orlinioctNea.it 017023095 MY=tairos0 In, ----. ---- PiedariGnup Coirmycloip "ii,44-8- Cetroi cotleiEt' Me ettuhttir=stableci i:insFirtrIngta &gem 1fy0seica --- 'V/EEEPOiNirriiiimeN ,teo fiehor kt.,33.Wriqiitatril tiOriIgraiptt*dilirift;IWO 7t1bostficatlorts , VZPOUV 'WSSIga‘ 11CW* ,e • itt;rr-ei.oe elehts 74 ly.411444, lictuit A 10.474344D. oclarg e iNtriai-e: • tr.111.9- 'ki iemviem. MCA 4 BeC00300 EMI a deaSqiPS i-TDA I PedaFa' CEA 4 4831 uAnt, 15 4342.2145 ..._ .. .______..._....._........... _. im-. ‘........ MIAtiatillithatrOlifra*MkUite,iNSV40bOr9641.01b4SiC.;66DilingrOMO tEl .. . ...- . .. . e i REVIrev Part#SPH-01 P """AKE ORRE it N4 ExCEPrpN TAKEry � MAKE CON4FCTION6 NOTED 11 REJECTED 3 REVISE AND RESUSMT 3 SUMMR SPECIFIED 3 SEE ATTACIED COMMENT ITEM SHEET DATED Single-Panel Housing (SPH) o`E CKING IS DPAY FOR „SC '^ T/«roACEEPTN TIE REQUIREMENTS OF THE PUN rS AND aPECaICATION5 CONTRACTOR IS Wait-mountable. holds 1 CCH connector pane! LAtr A3OMEJ6691TNF F1�ISRICA,9ON PROG ANOFTEb1NIgi1F5 OF CONSTRUCTION COCROINATON OF HIS V4cRK WIN THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS MDIbt PARAME TTh Corning single-panel housirq Is a cost-a1hC5w,opllo i tar storage,prale'Wn and tKminatro i of apical Aber cab. Designed for Indoor applCSfpns.the housing mopes swam/Lmscaps sokfllftts CCH connector panels and allb a psUlsollon fb1 Me fiber amble and aracneolors 1erbdoarvaellomenfile onero This mooed unit Iwo S 1 54n frortai pro+ecticin and in optimited br tree b botalons such es txiking entrance terrariafs wiring daaels.open°ace and otter tor* lid ew ionrrteris*here specie is a prenuum.The outsets back meal hewing can be used'or splice managemrlt, cross•comac1 or both for up to 12 heat-sh nk spices Top and bottom cable entry grommets are provided for mid-span access and envaoirONntai searing,creettng an electric solution for ratinomer premises or remote loco- bans Features and Benefits Splice management andlw cross-connect Versatility Lack metal construction Durability and protection Top and bottom cable entry gnornnse 4ior Mid-span -Span aG art!wnvRr�nmArTral seating Accepts Plug 8 Play" Universal Systems clip Ease of Cable assembly Installation Standards ReHS Free of hazardous s tem stances according to RoHS 2002+45'EG Specifications General Specifications Appicatlon Enterprise Netwodto IVounting-ype wall-Mountable Product Type Was-Mountable Mrdwa►e PynAPITT per,l�caapn 2014.v CICI AEN CORNING p'aao'1 Inwn drla 101A�1Y1 ICI • Single-Panel Housing (SPH) Wall-mountable, holds 1 CCH connector panel, black CORNING Design -Hardware ktousing Color Black HOUSing TYPe SPH Number of Panels per Housng 1 Panel or Iiickdale Type CCH Splice Tray Options Includes a 6-slot,0,4-in splice holder which accommodates up to 12 heat-shrink splices(double-stacked) Mechanical Characteristics Dimensions(W x D x H) 160 rrirn x 139,7 rrrn 50,8 rnm (6.3 in x 5.5 in 210) Ordering Information Part Number SPI1-01P Plactuct Descrption Single-Panel Housrg,wall-mountable,halm 1 CCH oonnec- i tor panel,black Shipping Information ulna per Dekvery 1/1 Packaging Dimensions W 196,135 men x 171.45 mrn x 54,10 mm (7/5 n 6 75 in 2 13 ( x 0 H) in) Shipping Weight 0.5 kg (1 lb) Housing:installation guide;5 Ile wraps.. 1/8 x 4,Refill,2 dou- ble-sided 54-in Vetcro,4-in Ong: splice organizer,6-powtion. Package Contents adhesive taps for splice organizer,4 screws #8-18 x 0.625-in and 2 screws,141C-32 A 0,25-frl RoHS Prat=SPecealleNi siiti-o1P_cansfitrie CORINING Paso 2 asap 207442.10 . % Part# CCH-CP24-A9 Closet Connector Housing Panels A LA�iSCape• i (CCH-CP) Solutions Product g features and benefits I Corning Cable Systems Closet Connector Housing — Panels (CCH-CP)are offered in a variety of fiber Z Universal design One-size-fits-all counts for use with LANscape'Solutions hardware approach LANscape• Solutions o housings products for a"pne-size-fits-all"approach. Used with factory-installed or field-installable connectors,these u Broadest range of fiber Solutions for all needs panels provide nterconnect or cross-connect capability et' count and adapter types in a housing at main cross-connects. iitermediate — Colored icon labeling Easy connector cross-connects,telecommunication rooms or work 11 identification areas. Available with a variety of industry-standard g SUBMITTAL REVIEW adapter types,tie CCH-CP provides an efficient way F to securely mate two connectors and offers multimode 0 No Exceptions Taken Make Corrections Noted and single-mode applications in 6-,8-, 12-, 16-and — _ Amend&Resubmit 24-fiber count options, plus 36-, 72-,95-and 144-fiber X Rejected-See Remarks count options with MTP'Connector adapters. 8 d IMPORTANT NOTICE This review does not relieve contractor from his w responsibility to comply&conform `u with the Plans,Specification,and CCH-CP12-59 coupler plate got Contract Documents, Field Work Directive to follow — Gr y&Oi bo•+ya It... ij couwvLrx.o e»onee*s ay. DRS Date1O/20/21 Y • • • AIN vi t S . .. •4ea cci, II , lb 01., i gi - (a 40 I ell 81 e In ':::; CCil , • gli a w r In.WO 010 i H 1 LC Duolcx Connector MYP Connector Sr Compatible SC Duplex Connector en Panel, 24-Fiber Panel, 72-Fiber Connector Panel. Panel,12-Fiber Plc.-)_Avti'J1 I Fr;,t,:r::iia 12-Fiber!Fhota iJJecr,• l Photo LAN;!?15 R 1 Z w CORNING� •I1 � N NG I � F- Sp£C1FICATIgN SHEET LAN-t33 EN I PAGE I SANsc Closet Connector Housing Panels �+ A LANscape,, (CCH-CP) Solutions Product ordering information CCH - CP © 1 - ® ® 11 h 1 2 Nate 1)Fiber count far drsaees adopter Is Select fiber count. Select adapter code Peg* '"s 0 ' '" wing 06 = 6 fibers fsee Adapter/Connector 08 ` 8 fter Code Options table on 12 = 12 fibers following page 16 = 16 fibers fo ng p 9 } 24 = 24 fibers 36 = 36 fibers 72 = 72 fibers 96 = 96 fibers E4= 144 lbws See Note 1. Part Number Example ,:lit NuT Des;ric fir, CCH-CP12-A9 Closet Connector Housing Pigtail Panel with 6 LC Japlex single-mode adapters SPECIFCATlON SHEET LAN-111-EN I PAGE 2 CORNING - '" -scat'`• • s , . .. Closet Connector Housing Panels . ca (CCH-CP) A ANt,spOd .861,utieris„Peoclat. z~ • adaptericcinn'octor ccid opticip ,.,1 Z_ .t Available FiberPanel Counts Adapter Fiber/ Code Fiber Type Alignment Housing Adapter 6 8 12 16 24 36 72 96 144 W tu LC Dtiptex . m • W AS 623 pm multtrapde Mill) Cerattile Composite 2 X -X .X -X X P3 so pm mUttreicide(01142) Ceramic Composite 2 X X ,X X x ,X. . E4 50 pm muriforiocik(CIM3/4) cerarnie- Composite 2 X.X- X,, ,-, X X g. AB Sr,a,g104Metle,111,PG(0S2) -ceramic :PoMpoSitil: 2 :X.X 'X ':X x 43. .5itigielimile,:00:'(0s2) ,Ceiratnit COMpasite 2 X'X ;X' X SC Duple* II- 61. . " 62.5•pm'niuliknode(0M1) Metal Composite- 2. X X i,c GI 50 pm multimode(0M2) Ceramic Composite. 2 X X X '# E7 .50 pre Multimeite(0M314) Ceramic Composite 2 X X X 7 e..9 singlOtde;UPC(OS2) Ceramic 0'411100s 2 X X X D9 .Siiigte-te006,APC(OS2) Ceramto Composite 2. X X X m. Sc, i . u. 56 62.5 pm muttimode.(OMl) 'Meta! Composite 1 .X X X 6:G6 Ottizo laiglienada(OM.-2). Caramt Composite 1 X.X X P-0 3C Slegte-Mode.UPC,(082) Ceramic Composite 1 X X X _ SC Staigte-frtacte4 APO(062): Ceramic Composite 1 ,X X X ar , 4TaCompalible,Connector 1ST ,62.5 pai'faylltaip*i(OW) .Oetatarc Metal 1 ;X X X 'GS- ZO m.multiaietta(QM2) Ceramic Metal 1 'X X X H3 50 pm inUltintode.(0M3/4 CaroMte Metal I 'X X X 18 Biagif.e.niocie,upa(DS2) Otiritimfp Metal I: X X x . . . tau FC . . II ShOte-mode,.UPG(032) Mete! Metal. 1 -X X X. , E 21 SOO-mode,APC:(0S2)• Meta! Matti! 1 X. X X to ...,• rt , .. . MT-RJ 67 62.5 pm multietide(0/11): NIA CortiOadiii Z XXX X q G1 50 Multirrioda(PM* WA Cempusite 2 X X X X El 6Burn'eaullimoile ppm, WA Compo-site .2: X. .X X: X al, 96 Birigle-mode,UPC(O61). IA composite 2, X x . ( .X ,4 0 Nrivz Connector . M z 69 6Z5-' ,prn multimotte(0Mi) N/A Composite 12 X ,X X X g G3 5.0.pM muttimode(UM). N'A ,CampqsRa 12 X X X X E3 50 pm tuItimoctie(011.13(4) VA -Composite 12 X 'X X X — 90 Single-mode(0S2) NA ,Cornptiisitei 12, X -X X- X • -- - P. Fiber Type Housing Color,Simplex and Duplex Mousing Color,filTP a 62.5 pm muitiroode(0M1) Beige Black ... 50-pnututtimoile(0M2) Black BleOlc g , 50 Pen multitticide(0M31,4) Aqua Aqua g,Sirtgle•Mode,UPC(032) Blue 612tk un Single-mode,APO(062) -Gram- Black z 7 . i SPECIFPATIONSHEET lAlit133-EX(RAceg„3 CORNING LANS.CaPe' E. Salutlotis. — ..' . . . . stnagyrrALRpAav NOTES: E. ND EXCEPTION TikieN 0 MAKE:DORBECTIONS NOTED • 1)SPC GR-326 GEOMETRIC 0 REJECTED. 0-RtVISE AND RESDONLIT , REQUIREMENTS.4.PROTRUSION./IINDVRCUT:4-50/400mu 0 SUBMIT-SPECIFIED 0 SEE-ATTACKS)COMMENT ITEAI k SHEET DATED'--. _.- .OHEO14.444 IS ONLY FOR GENERAL CDNFORMANDEALTH THE DESIGN CONCEPT "PERFORMANCE SPECIFICATIONS . .0p-TI-Z PROJECT AND*MEW&COLLRIANCE WITH THE•INIFORALATION-OrVEN 'ix THE.CONTIVIDT DDCDMENTS:'ANY.ACTION-wpm,15- - --- -- ,SUBJECT , REQUIREMENTS OF•THE•PLANS AND•SnDiFIDATioNs;coHTRACTDR-IS ' FIBER TYPE: SINGLEMODE(8.33/125um). .REspommi:mil-Daxwoms voticii,SHALL'.•BE.DQNFIRMED MID CORRELATED AT-THE jOit.SITS;FA6ftteATION PROOESSES Anp iSCHNIOLIES, -- OF CONSTRIITION,'CDORDNATION OF HIS W THORK WI THAT,OF ALLCMI-ER I310/1550nm 'TRADES AND THE SATISPAcTOIr(PERFORMANCE OF HIS-WORK INSERTION LOSS PAMETX 03d13. a,,, 4-:.._.— ,-----____ Date 9/2tY2021 ARRI TYPICAL INSERTIONLOS g 0.15dB' .. ,,, . . BACK REFLECTION :52,55dB ABOVE BACK.REFLI3CTIONITypica1) . --.155dB ABOVE MATING DURABILITY(500.cycles) <0.2d,B . TEMPERATURE-RANGE , -Cr C to 85°C , -- - co 0 BLUE BOOT . BLUE 130OT • ,,,,-. 41 , 4:;." -,,, „ , I-,3:.°!!!4,""''' ' tit,fq ri ri rci V/I ft ' -'' ' 1%! 4 i 1,911,44'414116,1 Ke-lv.;./..,ex',12,0 ;alt----*— I '''"` ' • .. . / ----_---- rti tiii: Mil Ill irill%41.11:1m'51i , --s:,:---1-1, wIl• 1, :;-:- %Vivre BOOT WHITE BOOT LENGTH SPECIFIED PER ORDER .......- CORNING-D.PTICAL FIBER,CABLE 833/125uni PLENUM ZIPCORD 3rnm REQUIRED LENGTH.TOLERAI‘ICE:+10.0cm/-0.0em, . . lTM QTY., DESCREPT1ON --twin.' DAM PROPRIBTARYAND CONIIDENIIAL um isas•tarr 1 4 SCOUT SINGLEmoDE IX=C4),NTIEC41DR CDCBILD go TEM witatrATION,03NIVNEttAl MIS. ukuuv . DATEI mitatttora . . _.... .._ 2 i CORNDIGSINCLptiOlat tItiPIGItzt 533/12Sum,PLEillit 3 atm ' DRAWM IS THE RAE PEIDIVATY(*. Amato:04 gang .8 IMINC:ANY:REPRODUCTION IN Emmy. butemer , PART MIDLER: ,... P44:11GEND , 3 NIA PART OR AS A SVHCIT:E=HOOP MR WIZ NI..1114pIES ,..; WRITTEN PERMISSION LS PROHIBITED; SafUrr'''MPC Sl'iDX 4 VIA ;!Pit'amOrtqutn.i • , IS1.=METER.. • • 0141111-0) Part#BJ!-5664A-ZO02M Fiber Optic Accessories B.1-5XXX Jur .ers Pigtails . . [ --._ A „.,. _ . _ - ohsh Type .-TFiber .=Ceble-type I, .,!..P.4179900.LL:PritAE*0--.:*:1 -J7 -- - Lejigth =pr 1 = T 1PC SINbLE Mdifit S =81MpLEX 2.= Sc 2 ar• SO 2= SUPER PC 13 = MULTI MODE 't;.-,-'-`.=-:71:1,0-PTLEX--- 3= FC -3 = FC. =ANGLED C=SPECIAL RUGGEDIZED .X)Q.cF= SIMPLEX. .;XXX Feek._ 4.= MTP 4 = 4:4:01.1irrm RIS*-0000Q-14E0OXIVI..Floo2m 'OUPLEX XXX.Metere • _ 5.= ESCON 5 = ESCON. 0.='STANDARD P DUPLEX'. _ _ : .seserruivieiN • PLENU\4 RATED' 64g,td,' :6*.t...d), X 146 Ei",;6EP1.11:341-tirri w,xe;c_ptieeptiONS tst6Tee MICRON RE)ECTED_ D RlEM RESUBMIT- 7= MTRJ/F 7 =IVITRJ/Ft SUB1.111'SlIECI105 0 SEE'AITAck.Z0 COMMENT W rz,6 STRAND • b-em s 8 MTRJ/M :8 Writijilki:iecmets.O.naYORearamco7:ZitriOe'Voe THE7LIES'IpgwrSTRA:Nct OF,,THE FRAPACTAND GENERAI:OOMPLANCE IMTh MEINFORMA O ON GIVEN , I, - =SPECIAL 9 =.SPECIAL 114E-COTRAGT :6COWNTa ANY ACTION GlibAN, alii3JEU,TO -,..111)1REMENT4 11"E, PUSNO SEEcIFICATion.•cort-moTon SIR/AND REBFOMIBLE FOR; 1:314ENSIONS WHICH-SHAll.,•43E" CONFIRMED ANb " HMIICORRELITEPATJHE.105 PITC FABRICATION PROCESSES ANP,TW4149TRAND CONSTRMTIONCOORPIPIATIM 41-.HIS VPRK,INITI4111AT CIF0R., 1 TRW' ti4figgS.ANDIti .SATISFCTORY PERFORMANCE OF FilS;INdFiff. By Data B123r0)21 _ - • -- PARAMETRIX,.- Features - Application • Available in ctistom lengths and arrangements Jumpers proVide-point to point connebtlan fortiberoptia equipment Filgtailsere used when splibIng fiber, €4, tingle mode or multi-Mode fiber • Simple*,duplex,ruggedized br multi-tiber cable- NOTE:Many other denneetor types,polishes,and cable types•ere aVailable,For your special requirements,contact SEJED Sates for • ST,SC,FC, LC and iVITR,Pare standard png and availabliity,You can establish the i3SJO part number using the chart above or iltEJS!)can proVide the number for you. Ordering Information 'Part Number (LiSejUmper part nuniberiageriaitiove for part Eiarnple:13..1:5111A-SOOIM aST/S-17,PC Ppiiebi Sin&med0, numbers:) Simplex,I materjamper BEAD,MP 1432S NE Airport Way.Suter SO Portland,Mogan 97220' 51/3-28-14;*a 80,0,232, 633 Fat 503-281-33Sta saiesighteild cam pVitvw-ry.beied_crim (341 ' ' - SUBMITAL, W_ , Inoi1 csH :j .MAH-i6?"iiREGTtOti51-4HED 1. REJECTED: Ra19z=a1;O¢FVIT' `.0 EUEAT,TEFEi!Fights—n•:,.: „+.,.6!;.7Mra.nr - , i DATE. REV. •DESCRIP11CN UY CI-IKD IT1.1 • I RVVint 4V '� f 00 �VNSL�� - 5. � , ._ UI 6kiEC1UN01501 YF`JPCGYbs;{"r'.pp--putty+vwWryTTFEFriEO -. • - f 'litW. ! '.wuxitIO • s p5 43 A'fl �DFTMEPf,Yl.IEC AND GENEiLII'CD7APLIANCENr1MTHE6i - OF;CdI(EP1' i ;� � , .IN,yi-E CONTRl TDOGUWANTS_MY AnON SHOWN IS.: Si,I + n C .iy` t , tREOUIREL7^PfS'p,F THE.PLANE AISJ to U SPELLFICATION5i;.. i.i-, IS: : r't ' RE6='OALSIDLE,"OR: DIMENSIONS ViHtcN•ENALI. DE C 1ED-AN ' , tCOFE1ELATEDA" THE JOB.51TE-FABRICJAMON PROGES5E5-AND TECHNIQUES, ;. L_ OP CONSTRUCT'7F1;CDORD7.YATIDN'.OF'F15 11.417Ric WITH THAT OF ALL{)TFEH :TRAMS ANEIT14. TI^T-AGTORY PERFCf 4W—EOFWIIS WOW. _ PI ,11 ... T ,er: c tom . 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B .14 oitwercrOdktidwehap;?lool 5 WHT L'U .. ':,5 Jacketing PVC oymaet'MAXAeh:413trrc$ 7_ ' WHT/BR_N 7- ra grprail ?.7asfncti '.'Alpother'46alllypraducthoro ��,. : ? 8 BR.N I 8' WIRE GtF.B i(JTC-StrnndQd 2#AUG ' ° o s = :'w8LACK:BOX: tip. a 1r. d „ �_ :B LACK: BOX PLUG tec'Srxrll.arNd iota a PIpc4,Plu6(ritmf.Lcndlatupt. aG nla 9.C.A7d. axh t:�3N9 ' uni05,2-sptioicnt!'on thn " Catagoty6'NON:-booted GrgotruO.Duo Peteh''CpbIc OASk{z eluu i: q IF7"2Ft''3fi'SFT h 'pr.9F7'1dFr: ; . '; drro g,,•tolerarit•a•t arc(' •©CO5- '0 'ltiFf•20PT�',SF!•307094lo 'i' .r••,..—XXft'. X.km �;_ per th4' Oi1ow A AiY.MI: LW�f}321 '1 31 VN5e.�21-X'xXk': . 24,riW ,s r+4a�•+n,uire *.1' pEPART0 PAW • *121 .ntir9]ra3 EVNSL6210.00 C-.• . : 'x. #.v.0 1 . tia. p,�. AJ4s Plugs:Sttuidnrd:- ita7;' D3-7' :k• t,c►,9S l ... tttgna�-- >t� SALE E4fDQ{{FRAPPfi(3Uki - . . • '3>s - }-- -i-.t' ` :Du : mai. :smer .l' (IF i S P E E D C H E C KI) ,_,: INFORMATIO 'DISPLAY ( acipwamatecomkory RADAR SPEED SIGNS Carmanah Part #"s: 88: ,;d, 85671, UU�aeiihae 88420, 85704, 88026, 74334, 82800, 88154, 85717ePaillaim4_ Intelligent radar-activated driver feedback displays, combined with YOUR SPEED sign face. SpeedCheck-15 15-inch radar speed sign • Reduce dryer spear n pedeitr an stool zones.rural roads a,work for speeds up to 45 mph zores by as much as 9 rn�h • Mcst recognized radar speed sign In i'e ndusoy for 20+r3ars • Compact,lightweight design to simplify installation • Proven technology platform with!wrest power minuteman m>. market YOUR • Meets and exceeds MUTCD requirements SPEED YOUR1121 Ultra-dear Light 0ape 8atn Ii-inch and 18-inch systems have a 7-moment design SPEED ..,th no-contrast display technology for visibility in sir weadier and fighting goons Ltd dim during nighttime .1W operat on,no V'ghosting is vila day er eiplu,and characters have smooth.reeugneeliatholes and letters. SpeedCheck's monetary safety molt Mks the viewing angle k prevents envers from Katchinptlte display as trey SUIII/TTAL ROAM pass. MO EXCEPTION TAKEN MAKE CORRECTIONS NOTED REJECTED < REVISE AND RESUBMIT E -weed cutoff and optional'Slow Down" message can SUBMIT SPECIFIED SEE ATTACHED COAAMENT ITEM SHEET DArEo beprogranrnedatuse definedspeedthresholds Signs are CHECKINGIS ONLY FOR DENER&CONFORMANCE WITH THE DESIGN CONCEPT mum compliant,IrT$te11 cuickli,and can be powered by a OF THE PROJECT ANO GENERAL COMPLIANCE WIN THE INFORMATION MEN IN THE CONTRACT DOCUMENTS ANY ACTION SHOWT4 IS SUBJECT TO THE solar or AC system REQUIREMENTS OF THE PLANS AND SPEECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AN: CORRELATED AT THE JOB SITE FABRICATION PROCESSES AND TECHNIQUE' OF CONSTRUCTION,COORDINATION OF HIS WORK WITH THAT Of ALL ONE Easy lnstsllabea and Durable Construction TRACES AND THE SATISFACTORY PERFOMMiCE OF HAS WORK The modular designmakes rt easy to-epair using standard By DI.e w�i tools—whew removing t dance from the poi* The PARAiRE'R'y d ratle radar device is constructed with Heavy 11-gauge welded aluminum and stainless steel and brass M11f S1wiN'Y PLANING. The vandal-resistant deslgr can absorb up to trio inches r Contact us:o get your Energy Balarce Impact deflection without damage to internal airwomen Report and purchase specifications. Advanced User-Interface t. 1.844412.815 Our Speer:Check sign comes wits an on-hoard user Interface Q p'3fidkamanoftcam lot fiCk Configuration and optic al status monitoring. Jsnge cartr>ertahtraffic coin a shared platform resign.all Speec1Checx products use the sane device manager and cc valet making it easy tc REPRESENTED IN YOUR REGION ell qurcty add many ocoonal features to lit your application S P E E D C H E C K° iii INFORMATION.DISPLAY RADAR SPEED SIGNS 0 d Caimaniyfctpmp ry 1.844.412.8395 1 traffic �armanall.ccrn 1 carrianahtraffic.ctxn iieoura MIIIIIIII11111111111111111 tfthalcrteattadydb"doing ed ape tselo logielMtegetienetteee, Deno tatocus+ _ Lome&lid!NOM*eel tots dellie toe ton lee Qdadlaeaepg011mdfal T ndf7cm0[1r�1RWMfl1 Ile tiMlw`is OIItr drag tsfi fPEfDCHECI[I{ � LAmciaw normsY"Ms sal Ileh1w1e0a�tt$light+t enlivens !rn 3S waft droi crinsNI t all MldR7 ardg7tt 'TWAY.rs._..-- "3rrwe kit ?DV WWI 12 VOC IXWW1'a a VA.-A.-oPef Paret -------- Sdrwed lcr staarc;nol totec Imo on 1 sor s nort+ 31 MI got " = 35 W draw I-Ma.al aNt IT*otploWnwoilis ea&ad lad#tnrratal :Activit ant taw.sat*pca MVO 3ttccaw 5sa rt Slip Al NyltIt canoes Rat no:m Gar ora Crain DIM art lr.:nc snow.mil rrarrnrsns \� Aalm 4 tl t►a S I3 karma?yeItm a W i1 e•tera - N a ±n►�te' crapElialiakadliallwa r r-I--- ilw Cann n eres a Ann{arnuM R lmar awl.t 16 9N e,iwttR n nm naw, 101110011111111111 tiCnNtII�IM�a�unnd • ' Z WAN wa= — • • 6alioeivall t lr W lees*tales • MC15.p and IS109GatsAaaOH and tanticraiorma.wll ae teen gele1011 '}.-' •do S•It?.7an t"'�'+ IrlatPipett'151a► watWei _. Lairtlll fr3s.:icAunf rye,+#',TT: NIIIIIIIIIIII Woof iiatrWwteeaeM llaairtb i Ui"M?btf 7110Milielee Gee.te eelilrwtM► Oa tpCl AI.PROD Arl SOU Oleg tea+teaMat t lr OIR Maimpt Itaufaismilarilisaiall ariee�ar>.rIMM91eid 11111e O llitSile,OS eel mid ler owr 316111101edilmreetelisA let lewd 1 11* MIMs foresillaaed"dairod rawticuttdteaeaeses Weil _._ *ow 'edgeddAvonimi ir{irs�lenr ( tti• .__ -—a—'-'*._._._ MSS Ise of Poi Saar Maxs"s:at%se Sa a t.++_s,, SPEEIICII ECX-IE 33`1782 atI i • + 0:::lb a e 3Y' �r saa�ocllfac•>s ' r, ay, ED , IbRZiYO L•tfO,laro Cabinet to be / e-w unfinished in color / 1111 � "� '`� \ ,,,if 1..�p+•.r.eM.p I ,* I� , tifri ClrldKLn'17 01111Tr tar'Ori t--m YOUR YOUR YOUR 17030u., _ iSPEEO (SPEED SPEED rotrl 9+ ao' �a>Ie ucEn c s —1 �'1 9 to-WW S -2 ,W .:. I � �►�_ Spctdrrdeaa efiM.a Mal aatIwaetel a ometko ,a l mew be adper w thane All Calum t produce se merge eued it*ekes Me an csttAad*ISO es*stood*./c US Rate"4o G57leit PIMP.010114 lari td, no Cando&NA IHtaetiearis d Germ*rodlorAvos Cart 02OI11 rotanalt TedraliepaCep Ocntrtenr SPEC_?Rd_Seomehock4adw•awa0•W.._ReA SUBMITTAL REVIEW Carmanah Part#'s: 84569, g NO EXCEPT-ON TAKEN _. MAKE CORRECTIONS NOTED 84296, 83819, 48917, 79348, J REJECTED _ REVISE AND RESUBMIT R 8 2 9-G 84366, 82562, 82563, 84339, J MTEM SUBMIT SPECIFIEC SEE ATTACHED COMMENT SHEET DATED 84399 CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE OESIGig CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN Cabinet-Based School Zone Flashing Beacon iN THE CONTRACT DOCUMENTS ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SaECFICATIONS CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS V$CH SHALL SE CONFIRMED AND CORRELATED AT THE JOB SITE.FABRICATION PROCESSES AND TECHNIQUES, OF CONSTRUCTION,COORDINATION of HIS WORK WITH THAT OF ALL OTHER TRADES ARM;THE SATISFACTORY PERFORMANCE OF HIS WORK: Beacons decrease vehicle speeds by 5 to 7 mph in a•; 9129r2021 school zones. PARAMETRIX Highest intensity output in the industry MUTCD and Buy America compliant 41, Solar or AC-powered LJ v./ Energy Balance Report"'(EBR)prepared for every location to ensure battery longevity Superior Design ard Technology The R829-G is a cabinet-based system with a separre, high- power solar panel,This Cesigr enables the R829-G to work with I{of'1,t third-party time clocks and remote monitoring, as well as operate �+Vj� at higher intensities in challenging environments MUTCD flash patterns, available ITE intensity, and multiple configurations SPEED enacle the R829-G to handle all school tone and speed limit sign LIMIT applications `�M�T Easy Installation 1 5 All components, including the battery or AC power suoply. Energy Management System (EMS)and optional time clocks are housed in a compact, lockable, purpose-built enclosure. It also Incorporates a WHEN wire rowing and termination system,and all components are wired RASHING at the factory for an efficient installation. Calendar Operation Schedule beacon operation with our easy software-based calendar program, or use third-party time clocks for local or remote coned, Advanced User Interface The R829-G comes with an on-board user interface for quick configuration and status monitoring_ It allows for simple in-the- fled adjustment of flash pattern, duration, intensity,ambient auto adjust. night dimming, and many more. Optional wireless correction enables one beacon's calendar settings to control multiple school zone beacons, Reliable Designed with Carreanah's industry-leading solar modeling tools to provide dependable year-after-yew operation.We prepare an Energy Balance Report (EBR) for every location. Trusted for 20+Years With thousands of installations. Carrnanan's systems are the benchmark in traffic applications and other transportation applications worldwide. carrnanah.com 1,844,412.8395 traffic©carmanah.com r R829—G Q carmanah' ebnaet-Based School Zone Flashing Beacon Cabinet to be I uu,411 E3a51ra>I4' cwra air`orrr I carnailaalan' Natural Finish r41 11df rtl.a1rl'1or'1: a ' .aim a Wisp ..> lLEOajaraoorWooHr1 Swan tar ca .Irs1 fiNiaN•'.air�+lot l/R alma Iria,4 ratio,sat/ ri*I4"MI"WIIrfAM►$Pt( .5Ic LInifNO T105vs f' /lmnrtng�MI1.115 am.urorli ILL TCa1.Raou.s3xrcrid jINUFIOL of 21.0' 23,T 2rrr,wyr.n.Q75Weu wiS1ur �earl Irrymaeenat�Y3auok Who alrnriaia0lflil is ['� to xa swarm Es pMYri7n anknE•a Ilan N roan news.may*Novi II • Y arrMela Car Bw•d Rsrr wallet Ens a I la s-. r-rr f1'/ Uter litiglik hw lead ab Mp'1aA ti wdi/aaomla a®c-i NM,at LED ern 200 ' I .[L,III riming 'VON dorm*10 lo 100‘at Ingo maw, MIENlisaiAN*MINIM earairLdlinni legs dorm 4irnil`l*t Oardi t mama•saran 0Ila weird ki Nam - Tsarrararwaa sidien.iaNn WENN Gdrnmr nienal Inn duck brace Mb a»0e araaNdtaila nira is dams kw I to M mein wean Yumnr Ibilieg artery arcl rraktara a wall Es.laann:mad 11om Nod bfAs.1 IS Oilawre 11sd lap d IN Morn 9M al Pearriarw .Adalalm corm and urr npr nsj N.1 DUI•a wr,t*na USE ima ginar '� A N O I*'Sh U OrIL dril�rooa vain 11 Cat rah iess,arrrr ..- ----_ T �Rtals is*11s enemies srgrata errand C 4Irl''a suns D'row Ante R Nub U■splay a mina.,_.�,rn I r IP,a,%+sUarU �t 'I C r �I. a..., Lairs .aa...A*hIl, r u:allr•laI uandmasaanisi r 8 Omwaaw +k, ' i 7 lalpsrmea/winlnf...... a, I 1IMlliw rlge 111O p tt5 ml arlrMd,'MOikaail- I _ NarwlikallmN PANELS" A 8 C A E F 6 � ao* masa E.r4MVO NAV - I 1�3, rU" 13r * r t.malia/ -DC limn ■y a j 5OW VS 8S i sr , VTylso bum ILligabilampriabilais - MIrrl Rv\I"II ($4 E3amiss .emit ow 20,7" 25s Is ICa. litai 2G.5" Is ,° vi„.1 =.,ramp : '11T[a as MIX nal ITV inINP IN I nail llE011011t Nor M.N.103 AK •Canrr•a., `K cord Jar aAO•slr•t@anl and rend*an Fr _ 9alaco S*it IMllhanble,mealrila mild nWerrR►Arse -a as AGM earls Report' .Jr1Or era'aa canna sale.Anal and hucary we dells«llrrrlrirllrl`ii sires Nod lawn la. INK ami rMkMatra +MMUwrorl.rim( Alta will tenet la minim Ma rarrdIr MfIM 2111 Ialtb oA"d4tiI lend G+Irnaa aa(p•loIgYla MO 011110111.4111111.1 ttone%ni01 ariYdrRllMr✓1i ON* heranana worm KONEN ON Coal blew Dual Swat IV*Frays`plfm at Bit+LliimslanlViet IMarad!r prom 40 la ler FNila1i•QNurusairiamIFm1ima ;. �7�'�rr.a Ells" Ewlrwaaard �Orrot'iH61o7I'(2lllwrY all 1 1]i�' i �� i1 E• ; I gialipl ,r l>~ "' r _ a_ a'=■1 •a ►ayr.y mere:rack.calm*"/iyrapllal eTII r11 iilalht•a 1 Nis a'sWl•la.rlr4dyaMrNid`alf ri a • 7,pair Fri 15I I-) I I i uIt . R;C A'2' A$7I,CrItlloZ and kW mart AaldraMila • wrnneuoraawl.tX.FR Single head oay.rfi. I,,rrom,aaacana:ilat mounting not Mina rrrt ream aftrhsirrrdrae . marl And o.se%wdtad.1->rigac raw,cano8.airsiaaaMlad aisssire/a rhea shown mine[AWL!D,rg:ernrra aid"Ins a x►tnre Mai noise Winona" 5-Timer Ilwd.d w•n•mI, 1Fit7..ii/ ,•1 .., MEITCD aa,alirrrt:IF55 MIM L Dawn IL timbal Ammo Aal allay 0tlailo w� bile Orval Dlart%OWFl7Ii ftc�� '1T'I'1'1 MUTCD 11EVICS.r>IFD4cir em9rFpbmelmralanr ram1Esr:_bIFE r .....i.....smarr at J,,„d now iir'Alen ulodlli marirreilild lisaidlaidimiNiset is lwN M1Mgai•iIII`raailibal.are eft In wQlcc1 h.c 4r,ya. t•CO au al sopaais Smearail mats,well* Al FSur,rd Maas art sa sham tie wagon iYii wit+ Wrl io GE mato .aasn,t: 91104ale LEOk s o amen iairli'Irlaa g 11901.awsel n IEi UdaKl lye and Can nob Islam tar sanalasFRanliaah aureola iao CiaY. m e an ammo IhrmakvorCr1r. film`Iavdr.sgnaiing i loaner a imeanom irrrrrawllrat teem heat _.___v MC_TIaJl _Mai ,, ( GE Light Emitting Diode(LED)light sources shall be Ctstornized special for Carrn eanah required for all displays. Field WorkDirective to follow. D . • 1 ht SUBMITTAL REVIEW 111111112E! No Exceptions Taken • Robust High Flux LED • Make Corrections Noted 4-ivi•es•ffe•••• LED Traffic Modules A Ideal for Solar and Haiti Amend& Resubmit X Rejected-See Remarks for use with External Constant Current LED Driver Provided by DC Drive Applications IMPORTANT NOTICE: This review ong•L Life does not relieve contractor from his A Standard 8''a-td 12" Mo responsibility to comply &conform A Fully Sealed with the Plans. Specification. and Module - — Contract Documents, . . . ..._ • Incandescent Appea4 A Abrasion Resistant Len, ' C;nay&Ossiscsx-rx,e, • Easy to Install into Exist CONSULTING ENGINEERS 7 , DRS Date.10/20/21 SPECIFICATIONS A Constant current DC drive source required •Operating Temperature Range: -40°C to+74°C (provided by others) •Vibration resistant to Mil-Std-883,Test method A Quick connect terminals with spade I tab 2007 adapters A Moisture Resistant per MIL-STD-810F, Method •Colored Wire - Positive, White Wire - Negative 506.4 for rain and blowing rain Caution:These Dialight LED traffic signal modules do not contain any internal LED Driver circuitry that would limit the current to the LEDs.These LED modules mot be driven with a custom cwrent source.Failure to awe these LED modules from a constant current source or exceeding the drive current specification for the devcoo clan result in catastrophic failure°,the LCD& Since LED drive current ,s a Function of the system design.LED product warranty is assumed by the system designer!supplier, 8" (200 MM) SIGNAL MODULES WITH NO INTERNAL DRIVER CIRCUIT Max Input Min Luminous Dominant Part Number Color Lens Type Drive Current Intensity* (cc) Wavelength (nml (mAmpst i . , , .t..... 1"10-000XL Red , Tirtd I i.--J:3 62:1 433--.:,'30-900XL Yellow Tinted 410 590 .• 433-2120-000XL Green Tinted 215 5C1) . ._ .. , 433-2170-000XL Green Clear 215 500 - . 12" (300 MM) SIGNAL MODULES WITH NO INTERNAL DRIVER CIRCUIT _1 Max Input Min Luminous Dominant Part Number Color ' Lens Type Drive Current Intensity" (cd) Wavelength Om (rrAmps) 433-121C-000XL Red Tinted 365 625 340 . ,— 433-323C-900XL ' Yellow Tinted 910 590 520 , . 433-222C-000XL Green Tinted 475 500 345 433-227C-000XL Green .. Clear 475 500 345 'Measured at peak intensity paint *ben driven al the clove specified max input drive current. Dwight rearms the right to make chwiges al cror tine in order to supply the best product poss,tle.. Tine most current version of I*document will always be available al: A diallgid.comasearsilloachures And CalatogidllurninalionNOTS433C-00431.pcs 'I., oiii• MDTS433ECOC1_A www clialight.corn Washington State Autzusi 11, 2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.10 Manufacturer: MoboTrex - Austin, TX Product Name: Aluminum Signal Head Standard Spec : 9-29.16(2)B, Electrical - Traffic Signal - Housinc Product Description : Aluminum signal head: Glass lenses, Alzak reflectors and Polvcarbonate Visors; 8 and 12 inch Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the )ob site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions when present. Last Updated : Sep 13, 2010 To be completed by the field Inspector: Quantity: Verified Date: SUBMITTAL REVIEW No Exceptions Taken Make Corrections Noted Amend& Resubmit X Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform Vehicular signal heads shall be with the Plans. Specification, and manufactured by McCain, 12 inch lens Contract Documents, sizes. Field Work Directive to follow. 451) (3 &Osborme, h . CONSULTING ENGINEERS By: DRS Date:10120/21 rl ■ Customized for Carmanah #83819 - ELLOW _1 SG Aluminum Vehicle EAGLE Traffic Signal Traffic control Systems ei Description The standard signal is composed of three die-cast aluminum LED-ready body sections containing the door and visor,The basic const-uctlon design provides minimum weight combined with maximum rigidity and strength Features j, I Meets or exceeds lTE specifications.. Housing-One piece die-cast unit with serrations Ir 5 r increments at each end. Each housing has provisions for mounting Iwo terminal blocks and attaching bookplates Housings may be fastened together to make muttl-section signals, Door-One piece die-cast aluminum unit equipped with stainless steel hinge pins.Two stainless steel captive eyebolts and wing nuts permit easy access to the Inside of the housing Visor-One piece formed aluminum unit.The removable twist-on visor is secured to the door with stainless steel hardware. Cap,tunnel,and full circle visors are available. Positive Positioning-Positive positioning and locking is achieved through the use of serrated brackets. most arm,or span wire fittings. Vehicular signal heads shall be Hardware-Stainless steel material inside and outside. manufactured by McCain, 12 inch lens sizes. Field Work Directive to follow. SUBMITTAL REVIEW nt oath inside and outside. No Exceptions Taken Eophoaortic Contra*terry conti uos our Make Corrections Noted so.year nrstcvv orbroWtifigexceowiceiri the Amend 8 Resubmit over oroMip frank indl y. Al of eaoie$txoe� vets art dovoropodwipe rho NV roe standards X Rejected-See Remarks Of_1 earl p arid mritt dac urine Eagle moinrohs a s prdor lwN of JAW)*h interGrflons with d of o ur IMPORTANT NOTICE: This review bustuaspatrol csde orreora Mb oho rakes fro-Nel- da/ does not relieve contractor from his Ode M1boinQ model caposot*cmzlwss responsibility to comply&conform with the Plans, Specification, and Contract Documents. c1�,. o•ab>.wi, t mobotre�; CONSUITRtp ENGINEERS 3MANUFACTU5`411 By: _ DRS Date:10120/21 1(Y Eheet•Dover port,IA•529C6 301 t..Ftcwarc tori Su`:e 2 +r3utten,TX•7E'a3 i SG Aluminum Vehicle ._ - Traffic Signal TrControl Systems Diagram "'All- \ ° ' - \') - n 10 ® ;y' ° (0 '0, 11 0.44 1 a $ 1 , .10,Sille 104 0 *4 V s.,,, 0,,:.:. N i1/4‘...„ , 0 . ( I 1114 - . 0 14.101 12'(300 rnrn) Single section with visor(approx.) 14 lbs.(615 kg) Housing 5 ibs 6.3 oz. (2.44 kg) Door 1 Oo 13,9 oz (85 kg) Ring 6.6 oz.(19kg) mobotreX M©boTrex.corr+ _ _ SG AluminumVehicle Vehicle Traffic Signal ems Traffic Control Syst Replacement Parts 12" (300mm) Signals Ref. No. Description Pcrt Nc. Signal Housing Green A70182101 1 Signal Housing YeBow A70182102 Signal Housing Black A70182103 2 Carriage Bolt(1/4-20 x 1 3/4") Alp 110I SS 3 Clampr,g Washer M50417 4 Hex Nut(1/4-20) M30221 5 Type 2 Grove P1n.SS(8'-3/16 x 1") N/A Type 2 Grove Pin,SS(12" -3/16 x 1 3/16') A702181 6 Spiral Pin.SS(3/16"x 1') A144006 7 Wingnut Eyebolt Assembly A844263 8 Lens clip,generic A844361SS 9 Lens clip screw.SS(10-x 3/8') A 144479TF 10 Door gasket A701630 Signal door Green A8443220I 11 Signal door Yellow A84432202 Signal door Black A84432203 Moor-tunnel A852307 XX 12 Visor-cap A852305 XX Visor-full circle A852319 XX 13 Visor Screw(10-32 x 3/8') A 146082TF Terminal block.4 pos.spode type A 182944TX Terminal block.6 pos.spade type PCT1001X 1 5 Machine screw.SS(6-32 x 3/4") A16257312 NOTE: VISOR COLOR No. Color 14 riot Black 10 Medum Green 11 Dark Olive Green 12 Yelow 13 Gloss Black mobotre) MoboTrex.Com 301 W.1-los+_ ‘,.........;_. , .. ,, SG Aluminum Vehicle ,' , , / 01-- ..., , EAGLE Traffic Signal ; , Traffic Control Systems 12" (300 mm) Signal Dimensions 16,........... 17 In .............-0 f /432 mm 7In 0. a43 min 3 r-2541°rninrn1178 mm . MIMI ' ...,,,, ..„ 1 4, 1 11 — ( J 13.5 ir 343 mm 114 ' 27 in 13.5 rrwn ,,:? 686 rrrn il 1 • . .\... - I $ . ., 0---, ' 40.5 in 1029 rnm L .IA.' 14,81 ......i 376 nwn 1 weroosurermorivinrior i i mobotre)f, 5!..t,..,,,„.„:1•c..,,:„...„,-,Jc.,. ,..„.• Mobotreccom :,o 1 v, i+,....w.7..;!vI.!: St.,:2:X••ALr,....!r•,74• 101 Q I a-OT \,..h,..___A 116,..41111116....4111- Costmnized for (79ff LC) ______ Carmanah 1-WL*1 0 " 0 3 U a...A WI103A [UT 102A -rtroTkiT ,..„,---- ,_,-- (Th-- -:14,,_. __)//LI \\,_,/ u[Org. 135H _I-1 c:'\,_ Or -IP. Or 1 0 5 R =K--- 01, urnh.......41 01013 4 A : 0 5 A 1- SEC 12' BACKPLATE 7081110020 I am23' • FLAT BLACK FRONT 1 BACK • s' 23' I SIMMITTAI Review K NO EXCEPTION TAKEN 7 MAKE CORRECTIONS NOTED . REJECTED v; REVISE AND RESUBMIT SUBMIT SPECIFIED SEE ATTACHED COMMENT ITEM SHEET DATED Designed tcor use with StaHO�ar't� CHECKING MONO?FOR GENERA.CONFORMANCE WTH THE DESK3NCONCEPT p<unbtzers, OF THE PROJECT AND GENERAL COIAPUANCE WITH THE INFORMATION GIVEN side Of pole mountings, post top mountings,5. IN THE CONTRACT DOCUMENTS ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS CONTRACTOR IS artd astro-braes RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JO6 SITE,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF MS WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS WORK. r PARAMETRI1t FUNCTI1 4 To outline signal heads on the horizon and reduce the effects of sun phorrton To provide vlsuat targets For transport devices to focus on signal Indications. SPECI ICATIENSI L Fabricated crow minimum Q063' aluminum sheet alloy 2. Martinet outside d Inenslans of 5' 3. Powdercoated flat black 4. All mounting hardware stainless steel WFJTEIAL iii' " ) nee Industry Street, Bldg B Everett, VA 9803 gi 4 Carmanah Part i#'s_ 84531, 88026, 74387, 71857, 84584, R82 9-G 84296,84366, 84399, 48917, 79348, c a rm a n a h' Cabinet-Based School Zone Hashing Beacon Beacons cecrease vehicle speeds by 5 to 7 mph in school zones. W H ghest intensity output in the industry MUTCD and Buy America compliant Solar or AC-powered Air 41 Energy Balance ReportO1 (EBR) prepared for every location to ensure hattery longevity Superior Design and Technology The R829-G is a cabinet-based system with a separate, high- power solar panel.This design enables the R829-G to work with SCHO©� third-party time clocks and remote monitoring,as well as operate at higher intensities in challenging environments, MUTCO flash SPEED �h patterns, available ITE intensity, J and muhipie configurations r'E E D enable the R829-G to handle all school zone and speed lint sign LIMIT applications, Easy Installation All components, including the battery or AC power supply, Energy 1 5 Management System 1EMS)and optional time clocks are housed in a compact, lockable, purpose-built enclosure. It also incorporates a wire routing and termination system. and all components are wired FI,ASHING at the factory for an efficient installation. Calendar Operation Schedule beacon operation with Our easy software-based calendar program.or use third-party time clods for local or remote control, • Advanced User Interface The R829-G comes with art on-board user interface for quick configuration and status monitoring. It allows tor simple in-the- field adjustment of flash pattern,duration, intensity, ambient auto adjust, night dimming, and many more. Optional wireless connection enables one beacon's calendar settings to control SUBMITTAL REVIEW multiple school zone beacons. 3 NO EXCEPTION TAKEN MAKE CORRECT/OW NOTED Reliable REJECTED :1 REVISE AND RESUBMIT Designed with Cerrnanah's industry-leading solar modeling tools IITE T SPECIFIED SHEET DATED SEE DCOA�IMENT provide dependable year-after- ear operation,We prepare an CHECKING IS ONLY FOR GENERAL CONFORMANCE WTH THE DESIGN CONCEPT Energy Balarce Report (EBRI for every location. OF THE PROJECT AND GENERAL COMPLIANCE WTH TIE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS Of TIE PLANS AND SPECIFICATIONS. CONTRACTOR IS Trusted for 20+Years RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE,FABRICATION PROCESSES AND TECHNIQUES With thousands of installation% Carrnanah's systems are the OF CONSTRUCTION,COORDINATION OF MS WORK WITH THAT OF ALL OTHER benchmark in traffic applications and other transportation TRADES MD THE SATISFACTORY PERFORMANCE OF HIS WORK applications worldwide. <-- -.._-- 04bia 31 oz1 PARAMETRIX rarrl� ti. 1.844.412_8395 I traffic@carmanah,com , «, R1329-G 0 Cabinet-Based School Zone Flashing Deacon Cabinet to be carmanah 1.81441213 Ituffezczorwriai,cols 17.rturirork toito Natural Finish -: IIMIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIII Nem*mow wag;rat aio-sosang..CD Odor a sot WM INS , Sian eat taw,and fordi Amin bravr lobs bigot=mak eala.drol _,. ,e;;. ,14104 --,...!;" "f...54' DM pewit RI DINO•St Pill NOW4 boat ND WM,ti oot s•..; . . dimirooricot,as sr.arm MINA non,4 ofterrobob AVM. firsuiroak.0344c.wows al roc Obit*Ibiattrook 111 40.4 toner auy 23 7" 11 . 40stillisrins=Of en • .bp&romproy lot raih4uhron icrioras tun*spar WO imedb drat mad ;.rani Oisesata Fbat diritio0 Sam ti 1 lo. 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IF 61144114 tit :II 1 . J .1 ...i 1!:•0 ,S _" tiVINIMPLII ' 40 Is yr F t40nOr Olprov uppons0 impasILOI _LI 1Sn n411124104 wird!OM Alpe&Wile LTS4 . Forms we:lac t0erosr nrotita0-441)r'4 alF OPP*clown - .Arstu,seastera 0 t-3140r4 104;bib ..; ust. • Ar.silics If'prows Al 504-3-0 I 4 p . ....• ; • "q.v.,'Fai Ricoh A,41•1 • RTC(P/ 4112,1;292162 isd MOP gallon • ntossatior Ma Tr OC411 Single Beacon arr•-,4.hicurr,4s•oscine** ! 41,01144•-msott yonroi Otero 11120 0111.1,4 re tommin Mounting rot Marbol.1.,it wterk I•upc apot.awn or-srotast 41100.0 orckesto Assn 1 shown ins,:nleirko ororra=nrop sowl mccoso to 3144.4 ono9il troth WWI WA, S1111111 tersied torero* ;WIC)440.114a.JON 14.11CD Chew IL ftiOits Ours&Diarokinti000 4... ., fignmiimpt Down NUM .. OWE roft...TCD,..........4.0.0. um:mai Mut*Saul S:Olirfirmfil neerviart wen IW a•h RE ; ... 410144,10101 rsel noir nerial bpscibrition 0100 a Isral erwsreonael savidistea.rod rob tte 4000 so crow ____ 110111111011011011100%asisr;or,r0,f,it irk ye*, 4 r,wsopAr.red c!,or,T,Ilk!Oir,II I r 1,11;1N"41 ILI MI:El 44.1 In 6,7 took,'44ortis lorco To,Ile.,siCL l',9),tolL4 P,t-4 MAI 'ram-or"ow Cz,my,t,At,.1,..4131:ir,,“,i' :4,41,,i'rgire.',W4Lrpt,Curt vR111)1A,Ilio*-*P-Tgli.-Arr.I,V;I^'".I'V',"341*Pt...1,--vs ealorres rk.p..4 ',P,... IRA_01104_Posi OPTICOM PRIORITY CONTROL SYSTEM OPTICOMTM MODEL 764 MULTIMODE PHASE SELECTOR OP17COAr SYSTEM COMPONENT FOR ENVIRONMENTS WITH MARE! AND(PS TECHNOLOGY % Tie 0pecan'Model 764 Muttimo le Phase Selector is a dug-in.four-channel,dual-priority riuutti ►ode • . to �` encored signal device designer:for use with both Oobcorn' infrared system emitters and detectors and °'' 7- Opticom"GPS radio/GPS intersection units and vehicle egepment_It can he installed directly trio the irput files ;e of Type 170 traffic corttrdlers etsripped with prlotily phase selector software and in virUatty any other traffic -el A P conToler equipped with priority phase selection irtputs and related software.Phase selectors are powered from i, " , ! AC mans or 24 dOC and contain their own internal power sop to suoporl Oplicorn' infrared syxem detectors i and Optrcom"GPS ranlofGPS units 1 The(Jpncom•Model 764 i'iay be;used ru lii only appicatois.GPS only applications,at IR and GPS applications sxuttaneorasly. The Oriticom"Model 76C Card Race is required when noel Ale space is ncx avarable When used.n WS airy a a o'rc mode,tee Hulot 1040 card rack may also be uses t32.50218 2 Optleom""Model 764 recognizes and i menaces among tree distinct Opticom' IR matter frequency rates o l•_W i 15 i ttia Optical,-detectors:high priority tow priority and probe prlortty Within each of these three'requencir rates. i r o i o the phase selectors further dfscrirninate among ID classes of vehicle rdentt,cation codes.with 1.000 indiv dual zr W e l �,0.$ It vehice copes per lass--10.000 total pet frequency rate.The Oplicon 'Model 764 also recognizes three ! i= s m§!! different matey levels transmitted by Opiicom'GPS veli equipments high pr only,low pnariy and probe & 8 Q 'g ;i rr g prority.Wean each of these three txiarfty levels.the phase selectors further discsminatt among 754 agency 5 0 k 3 N 6 9r u z 3 K Ds.15 classes of vehicle rdentf cation cedes,with 10,3C0 nitrides'vh3hide codes Der:lass—to'note than x 5 w, I° i 38 eution total per ttriority tevet. z 2 00 j o f il lt Optice Model 764 Phase Selector internally records each system ac trvatem Each en'y contains: a i laW ih •I,rtersectrun hmote •Tome spent n the firms greens z 9P to •Otte and tine or'he activity t o 0 u F ty xatior.of the actMatiat z u T r02,-A E c a g a 4 W ti 5 X •Vete e class epee of the acthatrng vehicle • f preempt has been requested and reason if not wD a W al g r 9 •Activating vehicle's A]number •Tturn signet status at the enc of the mil(GPS antyt $ I t =g l W r o 4 •Agency 10 iGPS only) •Entry,emt and average speed(GPS arty) e r I ut=e18'6� a •atannel called •Relative priority level Woos'Traffic Tect►nndogres.LIC (GM,formed w 200;hurry •Priority of the activity •Capability to playback up to the last 250 seteinct of he •Fret green signal indications dispfawic at the end 100 most recent sass 3M's pwneering intelligent of the C811 Transportation Systems ousrness. is the manufacturer or O fn om pr*rgy control systems and Canoga`traffic sensing systems. "As\ Building critical �!� traffic connecflons"' OPTICOMTM MODEL 764 MULTIMODE PHASE SELECTOR UPTiCCM SrSTC7N CUMPUIt'EN1 r4R TNWR iwwt1VTS WITH INfii ircu mod AND GPS TECHNOLOGY liltbns Aesswis •Many aperetbn.GP5 ni q,natni or srarrNars= •Ottawa M1ertaao crtnv re tar•ope IR and CIPS opualon •Model 1Elbihnile/y htrrIttat fall •Fat domed d aetact on •OtIdado Model 755 foot :a'anel Anon Cunt Wont •Itvv nifty cAAeGas oar Omuta Nl •I60 Cud Rack •Fibrins preen On MOON'd evi of ptrsT on •Co'1aP a MAIN aeend alma)and rion•abodad OOP Qlsotnn omens ITarametm N billets •sow rkr-at-money loft Itrrf!e'raismdyCf nis •MP and tow Monty a1 all as rrlr 411quracy rkacra>lreNon •'Ata-cone.rrst-served''v,rficct atel tlM orb I/rolh teyst ••Flsi•conak taborer pony...tarn,rad11;-tarty Ian Yogis a loin •Plat of class NON WI Me Interface settwae •Plonk,marine 'Intl 011 Qa.ssr •Ptray-a ckreclon sari rat Ina oblige*nitride •dpumr+! GPS tbrtnK.PS l at rail •Dino 11 natal*,.tIn CM4Y Nis 1 TO owl Mu •of Mow Infrared System Deems m rttkt orris pm elfiafid an •Ammar range min dolmas maid maw pR the can]sole cerancor:'nit nil.%altaar!pis chair*vwoUal Me .rat tarrineg rrr boll IR find GPS Cos Y cludna!mown moot Model 768 simian/radtacc sow •low ma ty„-rat inc y be tmtflquen tot tetll•cmte*Pat •ODtonal Mttertarr adtara a kw•cxti-araipm Hely optional* a NI-!!artist KW, on Irsbm •1hr aPhistarsa Imo WIN 1p to 2.5Of)t• 't at!Rerun •LED wilt sa s •:.o•'Avrk•le iifi'aL'S;'r".windier: •Stabs •13!1ICllb Erwrnet rattIVSSYCOPLA m Ia+e hoar wind -Rdo IIf>PS!!wilt •USD.'.0 can nncaton-No hen OW -Unit MPS metal) •RS2'2 elm mast ons MOM on,ir!too Wotan id --1110 Swollen Ow•!'Anne hanky MMrtit i Pan -Lao skandieslt per el ewes •U'I ISOSU ootneseiasuas Untie,to nl'.20fl b 730 400 hits -Ansida data etstalsy Pill Weald •Two Qpracter aspire!prise lafyaic to anal*Monona ad Hal •Custarrltatin b onde adlMNat adds b eatst cranial •ctrna die rlltatrutg apish ro►Ottoety comml pa*umlr>ra •Waage R9 to 1.35 VAC 80 M7 al up So 500mA Cr 2a VOC M up IS •Ward current Maas op Sailam woman oteml rm 1 Akrd! •tl,bsy log al most nod 0131103m nrmed and GM system •Tompaaitsr -37•C to.74•C I-31-8•f to•165.21f) awn(10.000 Yltalall •MOM, 5%to 95%matrw •Cal*Wows 100 at the mast racer ass-t`A;swards Iomq •a cwire] •30.0110 heountwelassOntee;tile 0 k nt:batons f'4 •NEW 13-2 ors,-yes •lore Iran?8 natal aprsrcy;dassm cle ctxlln,:attbrlatroe, •FCC a n it •Pfeil t s*E;?rle ad rtaknosttc•(Isaias'rn:t.;vrtr ININSical Ow ap,as •k rural wham ism,recot)etw:r clrtudr, a lal�tr 7D r n I' 8 vtd a 6.2114 6208 tore rock rlenj trim* &#nit g cn7IGa/ •-ranee SOW Mlle WON:2,3 MI p5.3 Cnq TT traffic ffic Connector's •Dean*.all vertthoaber NIIig*15•(111.A cep •Homed sods sower woo Wftt 1011272 •CrlcalM Woe awn* •i t Orwarder dainty and keptp to wan!mart rocs and to ads to exert donne Fur comp rte w.rrrnty ai i wait tooto rt tram. Moan TratOe Adsololgln.LLC •Display LEi1 ImIlealOra 7800 TIMID%tot Mort .tar.Arad IQ.wpraltr tad oils 51 Purl MnnataoT SS'29-ti441 -Read to Jetat/t lax anoints 1- }.258-g6to Rev wen!' 651-710-7333 •fast-unable c vgo sett Itq trr t FA arta dance 16Ko ook i 1141A.414301 • Mref!WIVE dkNr001 rrt tint n u E11ikd.t teque t ng Arica as um' GoOai Trete Tednalo0tes Canna.be •313unostIC:ea ii.LIGaJe Slant dual •:rltnr_rI'toy •Irlaps6tcs71Y1Mare Sate 410 •Tested m Ivru*a•1 Cabal'e►.wuvlwnl•iI and encv:a t•Iss Toroth.ONION IE7 s o•catana Canada I-110•256 4 1 O omen spa tile t;TT Ingo t>*rwk an ttaaekwrks of Oikua G fie Te[in.augrrs LL: ,wa tner Tvrta a,annn•fire,r, e. 'trine tb Gletl Ironic 1l+:AnabgreS.it.0 2oI1 dtngt,u resevra 11.'100-0 24.0 dot 4 VWashington State rlc.e.n.ir�snn♦ nF TrAncnnrtotir... kapst 13.2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 8513 Manufacturer: Global Traffic Technoogies, LLC - St Paul, MN Product Name: Opticom - Model 138 Detector Cable Standard Spec : 9-29.3(2)H, Electrical - Conductors - Three Conductor Shielded (Preempt head In Cable) Product Description : Preemption 3 conductor shielded cable, Type B. (orange, blue, & yellow) Product Restriction : Fzrrne'ly manufactured by 3M Traffic Safety Division Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally Submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: suowniu.FOAM • NO EACEPTION TMEN MAKE CORRECTIONS NOTE0 = REJECTED RESLBIAM = SUBMIT SPECIFIED SFE A TTAcmsc CfATAIENT TrITEM SHEET OATEC M CHE NG IS ONLY FOR GEFERAL CONFORMANCX WTI.THE IDES.ON CONCEPT II THE FRoJECT MO GENERAL C.CAITTLIANcE A•• "14,m-014mATION OMEN ,IA PIE CONTRACT 000JMENITS fr ACTION SWANN iS SUBJECT TO TILE REQuIREMENTS OF THE PANS MO SPECIFICATIONS CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SIv41 BE CONFIRMED MD cORRELATEC AT THE JoR St'E FABRICArDN PROCTESsES ANC fECHTRODES Gbbal Traffic DF CONSTRUCTION.COORDINATONi OF r-AS AORK'OATH TliAT Or A—OTRER TRADES MO THE SA 116FACTORT PERFORMANCE,Jf HiS MAK Technologies • _ Dim 2..eTrAidi • Tr.,4 0/440.1/1E1Rix Opticom Infrared system Opticom Model 138 Detector Cable An Opticom- Infrared System Matched Component Product October 200 Opticorn-Model 138 Detector Cable is designed and manufactured explicitlyfor use with Opticom Detectors.Opticom model 138 has three color-coded conductors,a conductive shield and drain,and a black PVC jacket. This durable,high-quakty cable carries the appropriate power to the detector from the °plow-Phase Selector and deers the necessary quality signal to the phase elector discriminator&cuttry up to 1,000 feet C305 m). Features aid Balsas • Optimized to interface Opticom detectors to Opticom phase selectors or Opticom' °piton-Model 138 Detector Cable is 0,3 in. (7.62 mm)in Discriminators diameter and is suitable for direct burial as.vell as in conduit and exposed overhead installation • Ensures effective range of 2,500 feet (760 m)with Opticom Infrared System components • Durable construction Physk:al Ilknamians • Outside ciamehr:0.3 in.(7.62 mrri) —Suitable for direct burial —Suitable for conduit and mast arm pull • Weight 4.04 bolt(65.5 g/rn) —Suitable for exposed overhead • Aita hk in:500 ft.,1,000 ft.,2.500 ft.and installation* 5,000 ft.(152 m.305 m, 760 m and 15,200 m)spools Operating Parameters • 600 volt rating • 75'C(167°F) temperature range • Three-conductor AWG#20 (7x28)stranded, individually tinned copper yellow, blue and orange • Aluminized polyester shield with 20%overlap • Drain AWG N20(7x28)stranded,individually tinned copper • Controlled electrical characteristics •Separate messenger wire required OPTICOM'y PRIORITY CONTROL SYSTEM OPTICOMim GPS SYSTEM INTERSECTION EQUIPMENT ,7P17COgir SYSTEM COMPONSVIS ai INI/fRoNMEATIT WITH GPS TECHNOLOGY Description The Optalni GPS*smut assists artharkeeieNcillellettlab leirelteft'Plersectoft by laounti ftlIfttakftlftl hough the use of CCIIIMOn traffic wander Victoria. , The Stpticom"GPS system consists of the foam*muddied ComponentE L internee*apaipment • CONN*MOM 3100 GPS Patio toof morainal a GPS receiver midi antenna and a 2.4 GH?spread spectrum Alleareer•••••'''— tcom treneotee rilh antenna 1.10dd 3101 CPS t) earbiaire a GPSneaft aod a 2.4 Mt sire um Itarrscamo, at Optimal'Model 1050 7.7.4'Sreadle hews and Orairan-MAI 1072 CfSCabilAssafroty • Ontican1-irlcaild 164 Maillitmxie Phase Steara* • Ontlaie*Mreel 7:';AtuaTram Interface Pend • CEteam Model 1640 GPS adRack or Oplicom Model 76(Uri Poi or Doom n Mode 770 Card Roca • 0011Com-Model 1070 CfS inalakaan Cable Wide Elgdpnatat • Opeoarn Mcdel 2100 Prientl ROMPS Call*Ul* Oataxar' Mode 2101 Lee Peaky.Pacrola'S Coned drit • Oaticom Model 1USO GPSniatio Antes Ina • OPOIXITI Model 2171 Vericie kiertace Cabe Oprom GPS system hiteructoo*athwart corsets Of The camped.wad*resialant Pf-energ boxi*aim Model 31U0 GPS Radio Left conternea GPS wetter Aft orlon and a 21 aQ myriad%maul traISCeVa wift arellta The cadc wit u connected lc an Own Motel 764 Mulauxie Nue Maar Yie an II-CO(1CW**radio/GFS cape The Coltman Wt.764 Niturtmcat Prese$eem can de insular-drawly do a CA/NY Type 3?af inpit lI i most te-MA Trifle xtlinale's 4141.4nueo with out Rase selection software,ur iro ually any other!re colluder equceed w*J Ow*,ollase Women marts and railed software. Wien treat Ile$taaell isnot meat*.ar Optcom Morel 7W)Cart Rad ts impair:4.4n external 120 YAC MAN same global rinW Tedrofognis.LLC rooNads the pow,that i mom ea Ic owcate the OpticOnt Model 754 ulUmode Phalle Selector The paaaa SONROOT nixes awe to the rade Wilt- for,tome nt 2C07 from The Clown**ad 764 Wetmore Ph Sereetni[Krems the stoat ROM the Oat= tarotal 310)GPS Palo Ur* .1.40 pioneoroi Intelligent ant alirales M10/115,*NO are CanleCieg to tee prnemption reds on the Ira*controller MOM ate far manner outputs acceztlie cv one rear catetectetof Ln *Ave-McKie 7G4 dtltiocl Pine Sawaintfiat In 1210104(J01310. liansonitaimn Systems business, Qom cr the Ory int n Model 168 Aurelia y Infer face Pallet toe manufacturer of°oilcan, Pinar comma VSIV7/5 d'art CanOgii tarn send systems #.0111c-N,, Building critical traffic connections- 40-!' OPTICOM' GPS SYSTEM INTERSECTION EQUIPMENT Irr1t7r1Afl STEM COMPCWENTS FOR ENVIROMWENTS MTN GPS TECHNOLOGY Lacl charnel wino(lama S 3 CD litclig lulpul tar MOW Dimeresdoni robity aciryston,and a pulsed 0.0Plin for bit in1014 Opticain"litod (herr el 764 110111nalePfaes Sehaw activationan A higli-frixiki mom Rxxmlit nn a channel all tn.Lang*TO (17.8 cm)ir L2 in,708 cm)including handle * y low-pnorth actvailan rain tam merles al weaken outputs may he actiyatel that are ceperdeol on 01401E 2 3 In.151 !tie sialtfI tne reamslIng*tic*shwem;fel Ancilhet Her41.4.51n,(11.4 am neoe oranges Separate constant outputs for high priority Weigst 0 GOtt 272 g) and km pricey.The use Of 111 Ofraell MoCel 768 Aatcllary int mace Pala Is natured b axon these adcriteral modes (oilcan-Model 3100 WS Redo UPI Length!9.0 In.(22,9 cari) %MAE 6.5 in,(16.5 ant OPbcone.6PS Siam lidowislinalidOluont Height:6.0 n,:15 2 crtit has the follwalrupliiIIPOrn Weight:1.8 lbs(0 8154 •For Om*of dirndl*, Opecom-filalel 301 IPS Redo tilt•Rahn mom 2.500 lad Length:8.0 in(20,3 •Life harie are soft by Egli Imo*Awe MOW 4.5 In.(11.4 crrq •r:all rinrtg,r1 -height 2.7 it •precise pieslionn output pule Wergre;1,791a 13.771 I •oetki.-Alty isaateci outputs IDOCOm' 14009 7:.;hobo Interlace Peel •Vaied utoendino al:um signal stilm rennin/in() ehole Lbagny 7 ZS a(16 4 r.714 •High:Inc or,/Tarry as nor as.1 we liaruenor Airlift;1.5 in (1'.4(.1m cLicrimration *It I C;en t2 •"Frel-corre.Pict-senor!'pncrlynithip Dart setoritv Tag /41104 Yinn cabie 4 Ihs.:6.15 91 •Lairtereity aitpui miry he:oil-klieg ttr timpeeme 'At* 12 (3 6 in) saved or al-chariner ac; OptiMen-Model 1040 GPS Gard Reol#0440091. •Fr 11y-by-class and prerey-by&action arm vre Model 790 Cid MedrAlpfkont-M 170 Cad Rick Interfax satvrare Ls*8,25 in.(21D orti • 10100,111 f.lhemet ra liS3 2,11 nommuntaton cn WAS 525 IL(133 010 trot tiara leIght 5.1 In,(11904 •FC1.14 caninunicanass mold our re-in itacknialie 11egrit:2.3 te.(1.043 autillary trilatac Pare •Wort IOU of most recite Dogma. 1::,f-8S system arnwheN opticome modgi low(psalms°ham (10.000 antrleal Binkling critwal Diagram:185 et(7.2(J ) Nut-- traitic connections •Mart 0101 38 Oka,agencyrciasseveacle utile car/atoll= Fsaght IA In.(34 crig C liner.15.0 ft.(4.6 Tfl •astornizatira ID cods winalial Weight alit cables 0.8 be it 30 I4 •NU c;Ilarwta,desplay,LEDs and'4eyaan to amok diagnostics and feu test cats In zacli tgabei riathc Tediaelogiecku.0 Irectried 7300 Rao Snes Para •Flonole proisamirimg gran to Tarty czMrol parameters 3ptL7,am, Mbiel 764 Mu Itiincch Rude SellE101 St PIM kftleadal 5612111.S44 •area matallatIodi Typ•i,33.X aiput Ides 'Liartaqt 89 ta 135 VAC.50 it ei Lip to 514.1rbA or 400-230-4610 •7.,:3npau5e min'nos:manic comities 24 UDC at ip to 1 ricio 65'-733-7333 •Tested Ic If MA ernaronresniat I etecincai test ga coin speclicaluons brutal •1.4eets FCC per 15 Oas3 A aPecgCalinirs OVICOM Mods 764 Mudinale Phase Sawa Glehal Trak Tedsokein C.mudt,Int inner/flute ,37'C to-71*C i-34.6F to• 167 4dalaidr SlabetWast liras*5%to 95%Pplatne Sumo 448 teremoJ4 kitt kir amenalre mwienty onlonitatica Waft lora Wixom Came I Rail 25a.44310 Cullrem mid Pre VT tqc luvinglerintfa 4121111 Trosc tacramoies.LLc.UI.0 17Ger lame',Cava.Flinn'Beim Arm rqUik abbi Acrouicipsi LLC 20 t3 mihtseltilerring Pi.0301,.13134W1 J 'a OPTICOM " PRIORITY CONTROL SYSTEM OPTICOM"m MODEL 1070 GPS INSTALLATION CABLE OPTICOM"SYSTEM COMPONENT FOR EN'VT iONME.NTS NOM GPS TECHNOLOGY • The Optcom' Model 1070 GPS InssOledon Cable is deigned and manutacturec explcotty for use with _ Cpticorn Ra nnPS units.The 0pticdm"Model 1070 GPS Irstaltat,on Cable has ten t5-pat)cdor-coded tw ed conductors,a cxi idut:bue shied and drain,and a Lilac*PVC)acket_ Thus durable,high-quality cable carries the appropriate power to the Opticam"Radlo/6PS unit him the Glptcom"Phase Seim-tor and deiiuers the necessary quality signal to the phase select:up to 250 feet(76 m►. Features and Benefits *Aluminized polyester sttield Global Traffic Technologies tie •Optimved to interface Opticom Radio/GPS 'Drain wre AWG 022 i7 x 28)stranded. twits to Optcorn 'Phase Seiecttlrs irldivlduaYy lined copper rG;T),formed rn 2t10J from •Controlled electrical characteristics •Er6trfes effetbve range of at Ilcrot 2,500 tees pianeertng rrteergent (760 m)with Cottons' GPS System components •UL and cUL recognized Transportation Sis'erns business. *Durable construction -Suitable to(threct burial Physical Dimensions is the manuficuuerOI Optcorrs *Outside diameter.G.354 r.I9-SuAabse for canctui and mast arm pull minty ty control sysrems and -Suable lay exposed o ertleic r>staltatlon' •Minimum Bard Radius:3,6 in{9.1 SIT} anopa tramc sensing s tr+ms •Available in 5t70 R_, 1,000 it,and 2,500 It. Cpusilbp Parameters (152 m,305 in,and 760 m)spools •300 VON Meng •90•C(194°FI temperature lunge Separate messenger wre required *Outer Jacket Black SR-PVC,IN anct moisture resistant •or complete*arrant),information •Tel bursted parr conductors(5 oairsi AWS 1120 /mit w#w.gtt.corn. (7 x 23)stranded.ndividuai;y imreri copper- -Yellow/Yellow-Black SUBMITTAL RENSEW -BIUe/Biue White X NO EXCEFmON TAKEN _ MAKE CORRECTIONS NOTED Orange/t]raltge GrCt�l REJECTED _ REVISE ANO RESUBMIT Sobel TtallaT elleoleptet„ttC J ISUBMIT SPECIFIED SEE ETEM ET ATTACHED ACHDATED COMMENT Sew non Se tots -BtONIV9rown-Whore CHECKING IS ONLY FOR GENERAL CONFORMANCE WTH THE DESIGN CONCEPT St.Paul.W in=Oa,S12S-5441 -Ptirote/Purple-White OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN r A0C 1i9-1a1a IN THE CONTRACT DOCUMENTS ANY ACTION SHOWY IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS CONTRACTOR IS 65'-769.7333 RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND revag CORRELATED AT THE JOB SITE,FABRICATION PROCESSES AND TECHNIQUES lLaInn OF CONSTRUCTION,COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE or HIS WORK Goble Traftic Technologies Canada.Inc By Cane 4129 2C21 15;AJeIaYIvSlreelY s: S 1•e 4:A PARAMETRIX forme) Cf:MP AP Building critical ra"awn TT traffic connections-- ' 9&JU.25B-413 I, Onernm and me GTT Ingo era ttlametis er a17*TreMk Inchneciles IC toed tarts Yams ra Caiel.Pr mode Rhine e:s 11 fi.A iS Gimbal bafflc limn s ILO 2013 Ai torts•eteree 761100-0134-0 B • Washington Stater Oaprtarawt lei Tra.spvttatlon Request for Approval of Material Coedit Number FA RIMY 3R Secede/Ills d Pe en 01AfALL AVE NE Catractor 'TOTEM 4EE0 TRUCUI0&EIG VATN�_iIIC ITOT'EM ELECTRIC For MOOT Lim Onny� � burs 05310S3A PE Use 1e0 or straw a Nils ate Lavlon ofreidele few eeaserer Pit Neer Tfee talon PV$1L Car IMIe XIPL. NOUN Na Pr00s'I'Ifee Bemis Code Q 13 07 02 ARM CLAMP OARM .UR6.MARYSVfl WA 949.6 10 11S.07.03 LUMINAIRE CYCLONE,QUEBEC,TERREBONE 9.29.10 $ t�37 BANNER ARM BANNER SAYER.LOS ANGELES,CA 9,29,.6 10 ANCHOR BOL Mis Ors � PORTLAND sax,PORTLAND,OR 946.3(4) 8110 13.07 POE METAL POI E LJTE.QUESEC.CANADA 9-29.6 $ Prowl EsgbeesReposee+t r 9/30/2 Stet Mtn` oars Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1 Rrolelirm Came:Acceptance based upon'8eeidedory Test Report for amen orl sweets to 9e incorporated solo project, 2 Aaaapaace C450ia Mfg Cart or Compete for•Aoapnrwe doe to use of mere 3. Accedence Crolsns Cawog Cute Ice Accaptenos'pier to use of malarial Catalog Cut Approved Yea No 4. Acceptant Criteria Subrn+t Shop Drawings for Approver prior to fadication of materiel 't a Gloria Only Approved for Stilynnenr,'WSDOT Inspected'or*Fabrication Approved Dicer metered snail be used 4 Accptance Crtterte.3utant Certificate of Materiels Origin to Pr sot Engineer Once 7. Accookaace CAterta Request Transited to State Materials Laboratory ror Approval Acban IwoveAverovea. See Cut Sheet/Product Sheet for comments Ape Mesta Sobel serves for evaluation +ow wsr�at See Cut SheettPro Sheet for comments IA�M Acc otance Criteria Raman (Ps) Remarks (HQ) Tries roan sell be completed pea lo'aerates.II tole tom is net oompeleai Sated aaesetel It may be reamed br k*i.,webs tier tees WON oar Form 3304771 Revers=ram Project ehrgkaer OIerIbNrat C°rearse OlowasOppaissoererew Pairomin imporkm nowtterbres eats sbrerreLa-Mte4fwe Phone (253)383-5022 Fax(253)272-5214 111:1101111100g LECTRIC Submittal 4741 — Duvall Ave NE Subject: DUVALL AVE -TES POLES REVISED To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-1 2207 Inter Ave,Suite A Spec Section No: Puyallup,WA 98372 Submittal Number: 1 Phone No: 253-841-4837 Date Sent: 912112021 Fax No: 253.841-4816 Type: Original Submittal tarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Return To Jane Romito Status: Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes POLES:ANCHOR BOLTS; LUMINAIRE; BANNER ARMS Please return submitted items by 9/30/2021. Signed By: 40A4.. Neyviaz:::) Dated: 9/21/2021 Jane Romito Purchasing Agent . . IProject:Dove*Ave. NE-Ration ovreevce*L2 SUBMITTAL REVIEW tkla Exceptions Taken Garrairt IronWorks,Inc _ Make Corrections Noted 5620-48th Drive I F. • Marysville, WA 9070 X Amend&Resubmit (360)65 -1(X11 •Fax(360)651-1002•prrnireirenwearitafprontietcons Ratectee-See Remarks IMPORTANT NOTICE This review CITY OF RENTON II CLAMP ARM-ALUM-RAL4e05Tx does not relieve contractor from his responsibility to comply&conform Nowa* with the Plans,Specification,and Contract Documents 122-I/2" A.... .... lel, I Gray,ar ,Osborne,inc. cSOMATING P1GAIAWAS . 78-1/2e -----""'"'"*- By DRS Date 9/23/21 MOIR ____Z„. WATER/VT CUT - .Mr----"" ' Jp I< . I -,„.....„A MIMES IHR{ 1"5CH40 ALUM PIPE RAM:WARE min.1 itr wireway ROLT 1,2-11 one (1.31.50.D.) ours 4 WASHERS 3 We 4" ___ .... 1 MARDWARE 130LT 3aSia ctio r NUTS*WASHBRB ' . i Elplur 71 ,____. • ts. ________si, :. , j - .. 1 liVi 1- A -I -—-— . , : '. .•—---ALL ti ______. :.: i I I. _....._ _ _____ VIP ! . • 0 DETAIL A one.P tzr ur CLAMPS AND FLAT MATERIAL ALL 3052-}02 POLE DIAMETER to BE CONI-IMAECt CLAMP TO RECEIVz 05 Sir FITTEF ..... --- -# t 4.! 3 < \.......) TOP \ 6"ft 4" . 6146 1 Mt RECTANGULAR .-- ' • UM TUBE FMTISH: RAL9OO5TX cycLone APPROVAL- SPECIFICATION The Luminaires Group/tic Prcject : Renton, WA- Duvall Avenue NE !Order: SO0309943 MVOLT(120-277) - I T . Luminaire: CY55P1B-FGC-3-120 -imr5 per 9 ill- 6-TBC-BK-TX-MG-CP3624 2 5 I Lmiuna, ents Head module: Round snaped neat.) spun Suriinurn donne Will a removable lens frame. Made will a s Ilcon gasket,-,ompression sywrn, he eris frame offers an 1P00 weatherproof I bL , protection of the head module. Thu module is aqupped enth te loot free opening system! WIRE WAY wnici :nes acrie to ihe driver -nodule, The head module is assembled an a 6 98-,17cm 0 round tube housing(CP1624). a srtr- — r OptiCaPelecUical components 117cm) I.%Z• Optical Module: The Orion LED 0021 engine s rnechanicaly assented to the optical module.The optical module haS IIIIi tinges and stairless-steel latch that allows lock free access to the driver.The cut A3110.2 alumiresn heat uniclopecal module is optinized te minimize the LEDs%mating temparalkee.messing!heir lorvevity and efficiency A flat lens In clear tempered glass(FGC) Muted 10 a cast aluminum frame. - The high erfic.iency 120Vi, 4000K(1111114 Orlon LED optical angkie is mechanically assembled or the heat sank. The liktme of lie LEDs is 100,000 Urn.It is basin"or the 27 1,12" Lis1-80 last and extrapdlled with TM-21. Tjdata Is catrablid see SO% ol the LEDs (7ucr,4 Produce 70%of theirkilld hilarious lux(L70).The minimum cdre Imp Inks(CRI)is 70.The optical or*lenses are cleuted to'ruminate or*tedime needed*Me Sehieving exceient uniformity whh maximum Ipedng. The opt ea*isms we sealed on the SUBMITTAL REVIEW LED board„Produces 0%uptight Ilet lens only!.The ligrit cf.stribstion type according to ES letU(3) No Exceptions Taken X Make Corrections Noted Drivw module The set adjusting 120-277VAC Came 1 000W la 120N1)primary lineage Amend& Resubmit sat 11 MVOLT(120-277),Ci 120V, 0 MeV,RI MIN,piny,9016014z,THD max 20%. High pereer factor of 90%. Operating temperature; -4VF(-40-c) 130•F Cl.155' Rejected-See Remarks ROHS compliant. Equipped eirth a 3-Pole 10kW5ItAsurge protector for LA-Ground,Line- IMPORTANT NOTICE: This review Neutral and Neutral-Ground mottling to IEEE/ANSI e82,77-5-2 The controller offers a 0- lt does not relieve contractor from his 10-vo output. responsibility to comply&conform with the Plans, Specification, and Generals/Options Contract Documents. Winngihardware: Type TEWT 14-7. 12 (30cm) **mum . than As ;.e eMectrica connections between meoilos are made with quo•disconnect connectors for easy maintenance.All recosad hardware a starless steel.Sicone an EPDM gaskets ere Grimy&Osborne, used Inr weather seal, CONSULTING ENG4NEE RS Color: BLACK RAL9005(3K) 1 Firlsh: textured (TX) j or smooth (51.1)0. Marine By: DRS Date: 9/23121 Grade Pre-finish (MG). Application ar epoxy primer arc a ;xityester powder coating meets AANA 2604 recurements(5 years exposLre to I iitler mnotityls) The finish meets the ASTM G7, 8117, 1)1654 and 02247 reCuitenientS 'dative to sail spray aryl humidity resistance.Cyclone reccrninencts the textured finish for this product. Terminal(IBC):Terminal block coneector,panel mount 3-polc configureon.2 to 14 AWG wires, rrecharEally seam inside module, EPA:1.9 ft2 Weignt:27 lbs i 12 kg StarnplAppr ova I CYSSPI-CP3634 $00305943-RENTON WA-DUVALL AVENUE NE.COC Data 2021-08-10 Page 1/1 Nli.rrie. Dale: Desisnor J,Charron Cyclone Lighing•Phone 450-434-5003-Fax.45C-4345'001,2175 Boulevard des Entrepnees.Teletonne,CC.AY I W3,inlogtyclooellemg,com SUBMITTAL REVIEW UNTOlel bt.I*ugNoa Lisp OWE SLOAN — • Catalog Number: Type: No Exceptions Taken III Jab Name: uvall Av.NE-CON of R*niort XL Benner Saver mkt. up to 30 sof feet) RAL ece5-nc Make Corrections Noted D Amend & Resubmit X Rejected-See Remarks _ ' II 44 IIIIIIP'if IMPORTANT NOTICE This review 1/4%iWO\ Ila" 111111111111P) ..\40.4......0111L16'n, 411. eillill'\1. ;. 1 IMO II= NM Pls.costyn tomer elm does not relieve contractor from his responsibility to comply & conform with the Plans, Specification, and Contract Documents 4., 41/5111 trineAy&Chatiorrti , Inv. N. . , CONSULTING ENGINEERS fella 4194111py al 416 - • • By: DRS Date: 9/29/21 el° ,..,741, .N. Olio 'I, .•• al A si:killytiVIAAil, a RI ,N........,...0.44 in i 44- I -1 yik. I —2.4—.1 LEARANCE MR 01/2" W(*)11) SCREW t__ Note 8" tang ammo Ascomindod) IA, , IN ,--f-------, 1j City requested banner brackets be removed p• ".1 II 11 A 71 Pi taa'VI 111 ti i as $ g 7 J/4' oessroett IIINMERSINUR CCM WC? 713 . f 410. 7--.:4".", ‘. , C6a6s,u1ip1Nleis atm7/)6 IRNAEd RL tAtte at/410104 ( rm 1 ,1 0 W4 ASReAGWE ____ T 114 1 __.. .7---_ 'le ,., :. ., tr amor-1. - 7 8Gn00rSaverXL as inglon State Scp:crrber9, 202 I Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 09-09-2 Bid Item; 85.05 Manufacturer: Portland Bolt & Manufacturing - Portland, OR Product Name: Anchor Bolts and Anchor Rods Standard Spec : 9-06.5(4), Anchor Bolts and Anchor Rods Product Description : ASTM F1554 - Anchor Bolts and Anchor Rods and associated nuts, washers and plates. Product Restriction : Acceptance Code : 7065 Code Description : A - Acceptance of ASTM r1554 Grade 105 anchor bolts and anchor rods and associated nuts, washers and plates is based pn field verification of an 'APPROVED FOR SHIPMENT' tag or stamp. Document, in the feld inspector's IDR, the fabrication ins,ectors' initial/name, inspection ID number, date, serial number, quantity and either'Ft or ID'for foreign or domestic steel or not marked. If the Contract contains a 'Buy America' clause and the material is marked with either -7 or not at all, the PEO Is responsible for acquiring a Certificate of Material Origin from the Contractor. B - Acceptance of ASTM F1554 Grade 55 anchor bolts and anchor rods, nuts, washers and plates is based on a Manufacturer's Certificate of Compliance, conforming to WSDOT Standard Specification 1-06.3, with each delivery of material to the project. Supporting mill tests or documents may also be required with this document. If the Contract contains a 'Buy America' clause, the RED is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 1 : Project office will need to forAiard a copy of the completed QPL page to the Fabrication Inspection Office for notification as soon as this material is approved for use. Last Updated : Dec 30, 2)19 To be completed by the field inspector; Quantity: Verified By: Date: 6tn07 IrP TM LOIN eaceq KR3TIE MUCIWI Catalog Number Type: • 111 Job Warns: 1-1Mx54 gale.F1554GR55 w/14.5-b.c. Wadi AN. -RenEcn Immobile \NOTES +-- 1-1M' 1-1M'x 54'Galvanized F1554G65 Thread-Each-End Rod with 12'of _ _-_ thread and 6'of thread (6)1-1/4'Galvanized ASTM A563 1 Code OH Heavy Hex Nut 12' (6)1 1/4-Galvanized ASTM F436 Grads 1 Hardened Washer FMrdwae la not provided assembled i" - { Drawings are not to scale SUBMITTAL REVIEW For iuminare poles: F15S4 GR1t}5 par No Exceptions Taken 54. WSDOT 941.5(4) Make Corrections Noted Amend&Resubmit See Std Plan•117.1 X Rejected-See Remarks (dated 5/19/15)for Approved By IMPORTANT NOTICE: This review required size criteria. Date does not relieve contractor from his responsibility to comply&conform Portland son&Manufacturing Co. with the Plans.Specification,and 3441 MN Guam St. Contract Documents. 11111r Portland.OR 97210 quo _ P:900.647-6756 F:503-227-4634 Grow&Osborne, Inc. www.porilandbolt.00m CONSULTING ENGINEERS Job M.a,. By: DRS Date: 9127121 6- ~ i c41 21 011f bvwoos II . _ $.i..0fd.f Number riuer Number 3410 m..t I 9/17/2019 l M Noe I M - .. ivt4Mbirl,by Ma LApt.hy Cau4c, PC-',I L 1,1_,.:14AN Catalog Numbar: Typi: \ Job Name: 1-1/444 gall,. F1554GR55 w' 14 5"b.c. . - Dtr.0 Ave.NE-f t,entvr 1 tentaiete .. MOTES Plate:ASTM A38 Finish:1-1/4 dlam. hole per ASTM A153 hot dip galvanizing " Std. Plan -117.1 SUBMITTAL REVIEW libib. 1-1/8"0 — No Exceptions Taken 14-i/2"B.C. X Make Corrections Noted ..... lir Amend & Resubmit ".- Rejected-See Remarks „.."-. P P s ... IMPORTANT NOTICE: This review does not relieve contractor from his / \ % responsibility to comply& conform ( % \ with the Plans, Specification, and Contract Documents. I 1101110 ) By:Cirrely'Mr Chilmarinue, Lrbt, CONSu N..._TI ..-ENGINEERS \ ' \ DRS Date: 9127121 lel .0 '........ ". Portland Bolt& Manufacturing Co. .., 3441 NW Guam Save. .._, atIvil Portland.OR 97210 P 800-547-8758 F 503-227A634 12-1/2* 11 WNW portiandboll.corn Job Name: I 16-1/2' Customer: Revisions 1 V 4 DA MDLE . ilaNAIRES (TYP) 10+10tES °' 8elee Order Number Quote Number -, S AI --,--P. 3/8' STEEL PATE 89010 Oats By I --- BOLT ORO" (Die 7/9/2019 I (3R SIZE TO LUMINA ;... BASE PLATE DI.144510N) A NtSHOR BOLT TEMPLATEDETAIL tint. d by rh. �,. fin'E KUCHAN For new Catalog Number. Job Ma me: 2x60 pater.F1554GR105 w122'b.c. Type. foundation for 11111 otRlNArs NE-r+mRbw te relocated exist. Type Ill pole .._.. _-.-. _._.- ImpyE#o it Pr/iA AYP::LLI --._ __. ......___ 4 ... OM of MlslerW(Uns 4) 2'-4-312 QM. Dar umr. WADE I DEfamr1X 1 jig- 4 2 60;AMT►A F1554 Grade]CS rad 1 24 2 ASTM A563 Grade DPI hsay r het wN R _ lel 24 _ 1 _ _ASTM F436 type 1 hardened water Notes ��m>• MAIN'P3AbJ. S'ON Et'1E.CHAMY MATT III Confirm existing GAINTNM7MIESS READINGS REo'O rods are 2"diam. Heavy het nut dimensions meet MARE.18.2.1 ^' F &r G& tz vaned per 4MM E2329 and A153 1111 Hardware is not provided assembled Orderings are not to scale +�a�aa� IIISUBMITTAL REVIEW No Exceptions Taken to verify BCIDIA/t ENGTN IMake Corrections Noted Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE. This review x does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. Grimy 1$Oabor ie, Ire CONSULTING ENG1 ERS 1 1 --1111. By: DR$ Date: 9/23/21 x wnm0v10w OAR Portland Sok•M Co. 3M1 NW Guam St. R'%, , irl Portbnd.OR 97210 (v)000sastS1 fs)3413.212A634 io ma na°maa nwe I — ' owGUM 1 w On loon Wf/JDM t j trm.w.oartleedtu x.Lurtt a'tmovdorT'"'ign 'a" °`aw Merit KWHAN Catalog Number: Typo: For new J� ,,: foundation for III walla NE-ttswbw 2x60 gait,.F1554GR1O5 w!22"b.t: template relocated exist. Type Ill pole . _ MlOV6tb er►ORfNaL en X— -- - _ ua of Material tune 7) an. MN * (JINX. (J J mownOU Modify bolt pattern to match • 2 i 1 IASTM AM round template Type III pole, as needed Notes Cirratigt an not to male / _ _____ 7".....-..•-- --- , \ \ I SUBMITTAL REVIEW No Exceptions Taken i/ 0 \\\\. 74/8. X Make Corrections Noted Amend 8 Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his r responsibility to comply 8 conform \ ' t with the Plans, Specification,and I „nayt Contract Documents. t / i Gray 8r Osborne, )Crag �� CONSULTING ENGINEERS By DRS Date: Si23f31 \:\N '......\ s'-'.....-'''..-------"^-N.---_' r urnolaor Mt , cerajiallmillia l Rutland Bolt a Manufacturing co. asrr env Coon St. M1ILPor•PUTwno KIT tar I o T .oiT 1 w bet Drat W7lo3s (e lallateillkeillielLssa &emnb/be The lighbrq Gnaw KA:511E KUCNR4 Catalog Number: Type: • TL Job Name' 314x18x4x1 )aIv P-15t4GRb5 Ouver Ave NE-City of Re,Uer i 1 NOTES Bolts: ASTM F1554 Grade 55 Bent Nuts:ASTM A563 Grade OH Heavy Hex ,- < + 3/4' Washers: ASTM F436 Hardened Finish: ASTM F2329 Hot-dip Galvanized Note. Hardwar© is not provided assembled Fnlractor to venty BC/DIWLENGTH SUBMITTAL REVIEW 18. Approved By No Exceptions Taken Where will this be used? Date _ Make Corrections Noted +X Amend& Resubmit Portland Bolt 8 Manufacturing Co. Rejected-See Remarks t 3441 NW Guam Street IMPORTANT NOTICE: This revie AIIII5 Portland,OR97210 P:800-547-6758 does not relieve contractor from hi F:503-227-4634 responsibility to comply&conformr•ww.p ndb co n with the Plans, Specification, and f- 4' Contract Documents. Job Name: Customer: LIGHTING GROUP NW Revisions Gray&Oebornee,Inc. CONSULTING ENGINEERS _..,_ i Soles Order Number Quota Number + By: DRS Date: 812 1 _ 321 fed 3 + 4 Sheet Date By 1 of 1 5r'1012019 CR Y For new foundation for relocated exist. Flashing Beacon 'Libmanaerlr wane Gawp !AIM tcUCHAN Catalog Number: Type: Job Name: 3/4x30 gate. F1554GR55 wKJ'Oz. Dwell Ave NE-Cqy d Ran on template alILO Anatel 3M'.1l' Coy tom Own Lb.I aurae.I 0s ii p ten 3 , 12od 214'•tQ, 24" 'F 1554 Grade 55 Al Thread 61 a 18 ►ut 3f4' 7A563 Grade OH Heavy Hexer 18 Waetlar 314 - F436 Type 1 �( tt Nelms ASTM F1664 Grade 55 All Thread Rod dimensions meet ASME 818312 SUBMI AL REVIEW = Few,:Galvanised per AST1A F2329 and A153 Hardwwe is not provided assembled No Ex.;ptiona Taken Orawiw ere not to scale X Make 4 • ections Noted Am: • &Resubmit Reject —See Remarks ` •• 'contractor toverify BOIDtWLENGTH IMPORTA NOTICE: This review _ does not ref- = contractor from his responsibility to comply&conform = - with the Plan:, Specification, and Contract Documents. 40) Grey &Osborne, beta CONSULTING ENGNEERS .: By: DRS Date: 9/23121 - Appheuee* �! ale age Name ore i _. dimmertQt21Q010 —.f._ 0.4.411114. Owls Ma Portland Dail I A4aaufaatrrtna Co. 12416 els 1301 Nw Gunn er 11W4 I>"4W�tex+afl OR Lame "111"1111: n +�w �esweaew For new foundation for relocated exist.Flashing Beacon lonnatir,Ms uphnp Group xra81F RUC44w Cataiog Number Typo: IIII Job Name 3Nx3Q pale.F15543R55 tiff b.c. Ows1 Are.NE C y al Ramon templets ‘ t 3 1**--3---1--f1 Modify bolt pattern to MOTls match existing p ARM, . Flashing Beadon pole, RIM:ASTM F2329 hot dip pewit*" as needed ,w• 1 r SUBMITTAL REVIEW Tie'0 — _ No Exceptions Taken 5r B.C. X Make Corrections Noted ..,--- Amend&Resubmit f..• _ Relected•See Remarks 1:..J Q .. IMPORTANT NOTICE This review / does not relieve contractor from his r' responsibility to comply 6 conform i with the Plans,Specification,and Contract DocimentsI Oft Ciro"-fir Cshorne,inc. l CO,ZIATINCI ENCIINEER3 1 r Ai By: DRS Date 9123/21 • . ,,, Portland Bolt a Manufacturing co. 3r 3441 W Guam 8traat I t/� NWOutland,OR f7210 P e00t7�78e F:fl0.1,2 l.4$34 WM1K.pccia 1a Asin Jab Niwa: e 9! Customer Revision' Reiss dew Member I Gude Number Claim h - I127 I . kw MST*leurwu' Catalog Number: Type. For new foundation 11111 Job Name: 314x38 oily.F1554GR55 wf 9'b.c. for relocated exist. Duval Avs NE•C1iy d Renton template Type PS pole •a m itiAll V4' 10 ea►.y Noon 1 Dism Limp 1Grids t DusrlpNof! Confirm quantities , 3 Rod 31'4"-10. 36' F1554 Grade 55 AN Thread S1 18 Nut 314' A583 Grade DH Heavy Hex ? 18 Washer- 3141 - .F438 Type 1 Noses y r ASTM F1554 Grade 55 AN Thread Rod dimensions meet ASME 818.312 FirOsh:Galvanized per ASTM F2329 and A153 SUBMITTAL REVIEW H$ providedn01 mumbled Drawings are not to scale No Exceptions Taken ? X Make CorreCdons Noted • - . . Amend&Resubmit contractor to verify B t NGTH Rejected-See Remarks IMPORTANT NOTICE:This review :.. does not relieve contractor from his 381 responsibility to comply&conform with the Plans, Specification, and Contract Documents. WM C3y(fireboanea, CONSULTING ENGINEERS t-. By: DRS Date: 9123/21 Approved By b _ '� One Jab Nano Din ciasiviiw LIGHTING GROUP NW 10/Zrt2020 ostudiKturkig CO. Order No. Own.,W.. I -, 1 Z"*' 3441 NW Own St. � 210 I�� Ptellend,S00.6 OR74 58 t*.ao�s+►r�rse Omit a P'503•2214834 2 012 OR E ssbslaportlondbott.ocm www.aor landbolt tom Urei.aa Thu LOIN Onao mons MOW Catalog Number. Type: 1111 Job Name: 3Mx3ff pity. a.we r b.e. For new foundation alwla,r. a R temple. for relocated exist. ' Type PS pole NOTES Modify bolt pattern to Plata:ASTM A36 match existing Type Finish: ASTM F2329 hot dip galvanizing PS pole, as needed 1µ' .s SUBMITTAL REVIEW mr a No Exceptions Taken 9 B.C. X Make Corrections Noted Amend&Resubmit '�•. Rejected-See Remarks I0 Q IMPORTANT NOTICE:This review does not relieve contractor from his I responsibility to comply&conform ti with the Plans, Specification,and !!! \ Contract Documents. ) ___ Giray tie Chiba' 1 CONSULTING ENGBEERS f CV Irlf% By: ORS Date: 9/23/21 •-. Portland Bolt&Manufacturing Co. -`~ - 3441 NW Guam Street I r%%� Portland,OR 97210 P.900-647-6758 F;503-227-4834 r w nv.porttandbolt.00m Job Name: 1r Customer: UQhttrxi Group NW Rsvistons 1 Sallee Order Number I Quote Number ' Sheet 1 di I 10/27/2020 d5-[127] A No. OTY. 300E 3ESCRIPTION DWG MAT. © Project: City of Renton-Duvall Ave. NE 1 1 - ASM.-POLE 40' LG ASSEM I. 1.1 1 AS250X101X1X0500X400K036K000-70840 ''TUBE 010'0 05'a 0.250'x 40.-0'LG (triple taper) 70840 AL 6063-T4 ®L i 1.2 1 SEMAL10-1992-T2 ANCHOR BASE,CASTING/AKRON 10-1992-T2 (AB 1.25' Al 356-T4 Q TI Note: Ped scale not required on this project 1.3 1 "ADPORAL0.375X4.00X6.50MT0 HH FRAME 0.375' X 4'X 6.50"X 2'PROF. 44976 AL 6061-T6 Q f ®5.24"[133]n n 1.4 1 KPOALEM4.00X6.50MT0-2015 KIT HH: COVER, BOLT, BACK PLATE, JOINT) 42403 ASSEM ll, �4\/5\ 1.5 1 KMALTAL10 CROWD LEE:PL 0.25'c/r(1)telt 025'(3)nuis(1)4ckamMa W31909 ASSEM 2 1 ASS-MPL PL IDENTF. MPL C/W(2) RNENUT ASSEM I 3 1 ,SHIPKIT-KCAPSPIP5.25 KIT: POLE TOP 5 1/4'C/W (3) SET SCREW W31953 ASSEM : I 4 4 SHIPKIT-CEALMI0-1992 BOLT COVER,CASTING FOR BASE 10-1992 C/W SCREW ASSEM I.W I 1.5 _N Confirm pole mots requirements of —7i®51] Spacial Provisions 3-20.3(13A I ORDER/ I Y A I and me to w All poles end devil so shall be designed ppal a Iumnnatre weight o1 50 bit,. nnra I Q a to w4hatand pressures caused by wind toads0 65 MPH web gust factor of 3 4 44741-1 25 1 I� All poles shaN'mantel°a minimum safety factor of 4.38 PSI on yield strength of weight load 4 and 2.33 PSI lox basic vend pressure. �` ( F-8 3/i6"/ -'x 't: POLE-LITE ® area TEL 400-741-7,44 to I [4.8] 1/2-[13] oz.,L0.2,0 I licoax-x 1!max 10 SHAFT 0.25016.35] SECTION A-A IRTA-40-105-250 I ALUM 6063-T4 F-8 1/4"/ I I o_ HEAT TREATMENT AFTER WELDING TO T6 N 7Cl [6.35] 411) �i/l '' SHOP DWG AS PER CUSTOMER SPEC. 117.1 A olik A /l. NOTES � �i, -WELDING IN3COMPLLNNCE WITHT AFTER WELDING TO T6 1 CSA W47,2 DIV. 1 OR 2 AND W59.2 TM:o o I 1/4"/ 4- ® y / SECTION CLIENT!CUSTOMER SECTION v'i11 ( ilil (6.3] ` 5 ESP 14W]001 6SUED FOR WHOP& 07.95" 202 © 4 7/8"[124] ,; ` "� 4 9ADFgl9PPPONt au rae/er DATE DESCAPRON I [ ] t f ®—% SECTION 6-8 1 i/4'[32] 0.422(JIG10 2) SUBMITTAL REVIEW QQ -DRRIMINGGOO�M�ON SITE -PAII _ No Exceptwns Taken o I /F-3A 3 t6" ResubmitLi ,X._. Make Cone:borls Noted x A 2 Amend&Resubmit �' 1 [4.7] Rejected-See Remarks CCSIONDE/2 R awry Wee/ I n IMPORTANT NOTICE.This',view 44741-1 25 ALUM. BRUSHED ,n `q1 does not relieve contractor from his 0IRI/CUSTOMER M h responsib inky to comply 8.conform THE LIGHTING GROUP LLC iv no�� with the Plans,Speaficatian,and o B.C.►14 1/2' [0368] 'l. Contract Documents. PRO('/MOM I o © (131330] 0 15"[381] 18O40) Q 06 OUP IA09.2021 a;3 TIRR 5ECmt6 FAISE0 awAt C's..r hC�al000000 l..a ' %.+ „�I', Joe• x EA.wEt.4 05 DP.02.09.2021 PIPER LENSED, E IPS 10-a 6-&1 ICY MEE 0E1ETED ��`� ;�' 04 aP 02A9.2021 PILE 2 DRAM PATTERN DELETED a 1 I/O"ME ADDED r ♦1l By ORS Date:9/30421 aer Ael/a! OATT DEscsRTICN IN /� WE�C,CAHWA I270 �))) n 90 ��Z2 [�7j Metal Pole-Lite Inc. www.POLELITE.COM I ®® N i f V,JTEL:(450)741-7144 4 lek / 4t/ ;a� RERE/t lE TAPER POLE TYPE RTA . .'�� :�`�� QIn ALUM. 40 0'[I2m] L,,In -10'[254] 11 0 ® CAT. RTA40A06250 Q I I 12 15 16' [329] 8 pIx Us ro. PLAN 117.1 DE5srt20ra 50. ^� 0. 10 31 45057 4EV. P.y 4\ l�lin\ aWswljl/ ualy4c-ab%023/31a1F10L2ls.M DR OP )Mk' PA PI$ 1/1 06 4IFS Request for Approval of Material Con00 Number FA Number SR Date CAG-T4065 S,cliat I Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAM* 052A PE Use 8b Hero Material or Name and Locaeon of Fabrlcalor,Manuiectuter a Pa Number Specification PE CIPL Code HdgIr iOPL HO Use No Product/Type Reference Code 15.02.01 J BOXES H2 PRE-CAST,EAST WENATCHEE,WA 9-29.21.1)AI 85,02,03 SMALL CABLE H2 PRE-CAST,EAST WENATCHEE,WA 9-29.2(2 IA 8 VALILT GROUND ROD 85,02,02 AOX OLDCASTLE.AUHLIRN,WA 8-20.3(9) 3 85.02.02 GROUND ROD H2 PRE-CAST.EAST WENATCHEE.WA 8-20,3(9) 3 BOX 10-20-21 Groun Rod Boxes will be used, if needed. Please re-review Project EngineeriRepresentative ) ' � Dale 012T12021 State Malenats EnglneenRepresetttatre Date Acceptance Action Codas for us.by Project Engineer and State Materials Laboratory 1. Acceptance Criteria-Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project_ 2, Acceptance Crlterui Mfg.Cert.of Compliance for'Acceptance'poor to use of material, 4:::?L 3. Acceptance Criteria:Catalog Cuts for'Acceptance prior to use of material.Catalog Cut Approved Yes No Acceptance Criteria:Submit Shop Drawings for'Approver prior to fabrication of material. 5. Acceptance Crltena:Only'Approved for Shipment','WSDOT Inspected'or'Fabrlcatian Approved Decal'material snail be used. 6. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. Acceptance Criteria:Request Transmitted to State Materials Laboratory for Approval Action. c.9 Source Approved: "Make Corrections Noted"-"COMM"for Interconnect Only $ Approval Withhekt: Submit samples for preliminary evaluation. t®Approval Wlthneld: See Remarks 11.Miscellaneous Acceptance Criteria.Remarks (PE): Remarks Ground Rod Box for Cabinet Foundation,see SW. Plan-126.2 and (HO): WSOOT Std Plan J-60.05 Sheet 3 This tam anal be completes prior to submittal.If this form is not compete at time of submittal it may be retuned For information that was omitted. DOT Form 350-071 Revised 03J2021 Project Engineer Dlsoriralon Contactor Raga.Opar•tiws Enelnaor Fabncabcn inspecban medico Maunals Sum A/aranais La MS 47365 Phone (253) 383-5022 4741kitiont Fax(253)272-5214 ELECTRIC SININIMED Submittal 4741 — Duvall Ave NE Subject: DUVALL AVE-J BOX RESUB To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-5 2207 Inter Ave,Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 5 Phone No: 253-841.4837 Date Sent: 10/20/2021 Fax No:253-841-4816 Type : Original Submittal tarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No:253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes J BOX REBAR GRD ROD Please return submitted items by 10/27/2021. Signed By: Dated: 10/20/2021 Jane Romito Purchasing Agent ..;Washington State rl..n,rrrne+w.nrTrnne•nnrt.,ti August 13,202I Qualified Product List Contractor Product Information Contractor; REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.01.©1 Manufacturer: H2 Pre Cast Inc. - East Wenatchee, WA Product Name: Precast Concrete Junction Box - Type 1, 2 and 8 - Locking Lid Standard Spec : 9-29.2(1)A1, Electrical - Junction Boxes - Standard Duty Concrete Types 1, 2, and 8 Product Description : Standard Duty Precast Concrete Junction Boxes -Type 1, 2 & 8 (Locking Lid); See Standard Plan J-40.10 and J-40.30 for further details. Pre-approved drawings are located at Ito:f/www.wsdot.wa.gov/Desicn/TraffiUshop dr4wing5.htm Product Restriction : Acceptance Code : 5105 Code Description : Acceptance Is based on field verification of an 'APPROVED FOR SHIPMENT tag or stamp. Document, in the field inspectors' IDR, the fabrication inspectors' Initials/name, date, serial number,quantity and either 'F' or'0' for foreign or domestic steel and/or Iron or not marked. If the Contract contains a Buy America dause and the material Is marked F or not at all, the PEO Is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 4: The Project Office will need to forward a copy of the completed QPL page to the Fabrication. Inspection Office for notification as soon as this material Is approved for use. Last Updated : Aug 29, 2019 To be completed by the field inspector: Quantity: Verified By: Date: III PRE-CAS I lliC. _'siar-npveloucTix , Junction Box Type Ia ' (509) 884-6644 Phone (509) 884-4567 Fax11 "- 1) Slipnot Cover 1'-0;ter$" ,s. . ,� fc`, I'-5 7,8" .;,f72 ,;, : ,' ,sc -,',:,,•...i STD Penta Head Bolt ' .ri.." •-'-'1"T-4.7-se.e:EXri-r..434tift,-"7. -':egir 1,1%. ,--*-- • • > •S41. . sue+ r �'� 1",14- 44"i t -yR fTY.7 4`•�Ys.S,'. �}`,;.wAyW �'L.a4�^'t"'*�S� +�•'.��." ..p tip 7 `* � � `�# Ground geed ;;y r ..''�;,'`" ... _ (Supplied by Contractor) ,rear, ./! y #rt , d i 4 M i .".‹.....". w♦y ♦ • - • 0. l -10" 2' i 1t--5M , I SUBMITTAL. REVIEW x No Exceptions Taken Shall have markingllettaring per MARKED LT Make Corrections Noted Special Provisions 9-29.2(1)A Amend& Resubmit Rejected-See Remarks COVER CAN BE ORDERED BLACK OR GALVANIZED AS REQUIR does not relieve contractor from his responsibility to comply&conform I'lr:1l'llitt with the Plans, Specification, and �;s: Contract Documents_ Sales Manager ti:11. r . s Gpiewitif,, .t.pr cast.cam : ` CIray t' ()sbome, h1 S.0 CONSULTING ENGIMERS By: DRS Date: 10/20/21 2 PRE-CASTIK. Junction Box - Type 2 COlii >n (509) 884-6644 Phone (509) 884-4567 Fax 9-29.2(1) /XN" Slipnot Cover 1'-4 7/8" —< ' : > "a..‹.....- , ,,,,-* .,. ..;,,, 7,-- '" • `.* ,y STD. Penta Head Bolt 4 .`t' 7+y ,'� ..ta. y.'M'ti' '- -I.'hf.. y,o . � 4. .s, J • .'t "'. 7CXe'. a. 44 v 4r 4 ,,, - Ground Lead /''44". "' "" (Supplied by Contractor) / actor I > am ' 1, J -0 I , .ZPr- , ; .- 2-9"''''''''''''''''''''.....::::... ' ' ' ' . • _ • • N. - • , I ' 1 I/2" ' : - , . ,,,,- SUBMITTAL REVIEW No Exceptions Taken Shall have marking/lettering per MARKED LT; MARKED X Make Corrections Noted Special Provisions 9-29.2(1)A 'ITS & MARKED9 _ Amend & Resubmit y Rejected-See Remarks "COMM" for Interconnect Only IMPORTANT NOTICE: This review COVER CAN BE ORDERED BLACK OR GALVANIZED AS REQ I' t+ does not relieve contractor from his responsibility to comply&conform lay Prewitt with the Plans. Specification. and ;. Contract Doct rn''nts. Sales Manager � 310► cprewitt.'h2hprecast.corn f� �y (Jrr y&Uebori ,1 1..' , :." -.t@ L04 CONSULTING ENGINEERS By: DRS Date: 10/20121 if . PRE•GASTINC. Junction Box - Type 8 ter» to PPo ucf ___ (509) 884-6644 Phone (509) 884-4567 Fax 9-29.2(1)A1 Ground Lid STD Penta Head Bolt (Supplied by Contractor) _ i • Slipnot Cover 25-7/8" ‹,, .. ;. . : . ,E.,>, , , � I/":,‹ i . . , .- jp .w ';. w . ,.. Ir" 18-7/8" / ..‹.........,,,,,,,,, -? ,;.1 1*'':1): : r . - . .....„,...> 3 1l2" - ,�c, 30., �/ SUBMITTAL REVIEW .., No Exceptions Taken X Make Corrections Noted "COMM"for Amend &Resubmit Interconnect Only Rejected-See Remarks Y Shall have meriting/lettering per MARKED ✓ IMPORTANT NOTICE' This review Special Provision* 9-29.2(1)A does not relieve contractor from his responsibility to comply&conform with COVER CAN BE ORDERED BLACK OR GALVANIZED AS RE Q ConUIRED Con the Plans, Specification. and the Qocuments. FOOTING AVAILABLE Clay r-. _ ci ray 8r oshooir , hr. CONSULTING ENGINEERS Sales Matidt_er By: DRS Date 10/20121 cprevvitt r l-LIpecast.com O 2007 H2 Pre-Cast Inc. 1111 PRECAST .m TYPE 8 JBOX FOOTING CONCRETE PRODUCTS .�a rvM SUBMITTAL REVIEW X No Exceptions Taken t 3,i w t Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification. and Contract Documents y i C Treiy &C)flhor,ie, CC.SUL'ING ENGINEERS By: DRS Date 10/20121 H.? Pre-Cast Inc. ' Phone: (509) 884-6644 3835 N. Clemons Fax: (509) 884-4567 Web: www.h2precast.com East Wenatchee, WA ©2007 H2 Pre-Cass Inc. ,.,:,Washington State Mwnnr?mnnr nr August 13,2021 Qualified Product List Contractor Product information Contractor: REED TRUCKING Contract No: CAG-20-365 Sub Contractor: TOTEM ELECTRIC Date: Q8-13-21 Bid Item: 85.02.03 Manufacturer: i-12 Pre-Cast Inc. - East Wenatchee, WA Product Name: Small Cable Vault Standard Spec : 9-29.2(2)A, Electrical - Small Cable Vaults - Standard Duty Product Description : Standard Duty - Small Cable Vault. Pre-approved drawings are located at tUIp://www.wsdot.wa.g vg ign/Trafficr's drawin<gs.htrrl Product Restriction : Restricted to fabricating in accordance with approved shop drawings listed at the following link. (www.wsdot.wa.gov/design/traffic/shop_drawings.htm) Acceptance Code : 5105 Code Description : Acceptance is based on field verification of an 'APPROVED FOR SHIPMENT tag or stamp. Document, in the field inspectors' IDR, the fabrication inspectors' initials/name, date, serial number, quantity and either'F' or'D' for foreign or domestic steel and/or iron or not marked. If the Contract contains a Buy America clause and the material is marked F or not at all, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 4 : The Project Office will need to forward a copy of the completed QPL page tc the Fabrication Inspection Office for notification as soon as this material I5 approved for use. Last updated : Aug 29, 2019 To be completed by the field inspector: Quantity: Verified By: Date: • 2 C0htCRRTR PRODUCTS d USF 25TA HATCH MARKED'ITS'(TYP) r =w �' k"THRD'D INSERT ITN"") "'WOO ma's" 2"-5' 1 2-5 al* (2)PLACES INSERT(1'YP.) 44)PLACES - X? 6}¢` 4' ALV.UPtSTRUT CTYP) t 1" t1^ ' 1 {2 GPl AICES 1 Iis i .---,..- 40-- . *4 ix.. Lei :4— i E EPIC1TYP ING Ir. f2)SIDE WALLS 1 (1}PLACE {�, , _... a Ara to t Al r KNOCKOUT--.i .e Stir AWE,KNOCKOUT(TIP) Eta`re DRAIN HOLE (4)PLACES SECTION A SECTION B 0 �^--1,�`0 GROUND ROD HOLE ,,,, ,� / SUBMITTAL REVIEW 'C ..1 ,, , ,/� rJ ,i,, ,, . :***-4f :. No Exceptions Taken 4a I :- .,.' ' `:;' _ €" • X Make Corrections Noted •,y��`�at= r.v�} '_�'*.•B�.ITS ,r< •�� o' '? a v i :: r ,�ti rr Amend&R im `V • rw ts�-+,. ,- atiN brrut Racted-SC Remarks FULL LEtNIGTH r ,, IMPORTANT NOTICE:This review KNOCKOUT does not relieve contractor from his PLAN responsibility to comply&conform with the Plans,Specification,and NON SLIP MARKED Contract Documents. ..1-Ts3e Oa* "COMM"forC3y 8r f 7sbo , Inc: Interconnect Only CONSULTING ENGINEERS By: DRS Date: 10/20/21 lta4 � Phone: (509) 884-6644 Fax: (509) 884-4567 PG . Web: www.h2precast.com 01 4 t. -O `� ' ': , �� ©2007 H2 Pre-Cast Inc. Is . w1s,'nn ' °, 1 r ,.:WSJ`,.*. r S t r t 1 d I-- ytti j�aw*i�n we m.wa M r r . Jietri rliL Surma Ns &'P�c9tt GI i .daaw� �t tOiQDOtt Sl l+^l Ott it. :arlwa. hart E4Artitt inntirle /r y ,roT oiteirrt13111 I Kai t Nth 1) ... B1948V Ap //�! A1 iRfa'ri11 1 i A551'0911bf dBCWt/="i ` t 1aswallow i tkgsi1 ` •: lSSra M./Ui'i-Mal:Bi ttiVi a j it i s_. I rit4 Wed IWAIX13enw sax9tNtS5i Ot :aiis it'f'ISA7 �tCtttca:1JII 3Dmi 7 iriilypl • rvsZ; t1LLLi:01t1PMrY . 7it[Cta fr C13A0Elddb' l t :!IR • sot trzt !f` •it 0 0 .0.11#4, ., F. •,'�i'� ry _ I t0 . .. .�t1 mill �y �1R I t V..�t**r/49 If ikQ1 ~ I. a r. a i AA� IOW* rt°rgWl040 ' # aC Kr'*.4.r i S F f i • Etched pos/propylene face • Face anchored in corcrete • Imp—violet inhibitor • Exceeds A M-01693 Standards for Environmental Stress :rocking Res.stcnce Reinforced Concrete Lid No.FM For Cabinet Foundation sibs. _ mar See Std.Plan-126.2 and WSDOT Std Plan J-60.05 Sheet 3 . :::;;?:.:11-1111:— -11%.'-------:;:".-1-:-;-:." Ilk 0111V111%0 r Curb Valve Sox No.FOB 80X 94 6a. 1 » >r SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend 6 Resubmit Rejected-See Remarks • al '• IMPORTANT NOTICE:This review 1 does not relieve Contractor from his Typfsd responsibility to comply b Conform with the Plans.Specification.and Contract Documents. \\:.....,... 4115b ----*-} Un.y ac C7.bar*.e,Le RAW CONSULTING ENOME£RS I \ By' _N_ Date: 10/27/21 R. or l(' • • ___ ` • • • / o FDIC mod-nc A MO denelbr reinforced ooncr•te box >Ldth rem—settling shoulders peeltioned to mainialn erode cod 'aoiUtata bola !dug. Appreeirreas *nepterts cad waled eheew. 0ldcostie Assns. Ordering Shif1010 Code ken swam Desdxtistiord roeoox Sox - 34 its, "CA Curb %doe ease M' 1 0. a t 2'' High) — 40 per pallet ' rO8R UD a ws Reinforced Concrete Lid dth Nolan g Foec uo a oe Cost Iron ud -. FLD$O LID 2 lbs. l brat* lid. Non—Goner.N 1101-71C t.ID - 12 tbe, Cost Men Grate ALA Combed Otdcastie Precast Fob BOX F08 CURB VALVE BOX 8" I.D. x 12" iti elf d►ritt Foe�so 01Enclosure Solutions __ f Jarwary, 2011 lo oxbow (sad) .se- co'ex loco? +es-6eos 1 (Christy) ieau O* Coe.. .} .2011 I.'11ttaMb Inc.Km*I WYOUNIkaideteecig.22TJ "— Copyright 0 2011 by Oldcastle Precast Inc 17 z PRE—CAST �. • GROUND ROD WELL Wi LID CONCRETE PRODUCTS 8-20.3(9) 14. dt" 3/4"HOLE IN CENTER OF LID • 41=11 °P.3*1) 11.11 d . GROJJND ROD SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans. Specification. and Contract Documents. For Cabinet Foundation 4111010 See Std. Plan• 126.2 and Gina►y 8r Oaborrur. WSDOT Std Plan J-60.05 Sheet 3 CONSULTING ENGINEERS By: DRS Date. 10127/21 H2 Phone: (509) 884-6644 Pre-Cast Inc. 45fi7 884 509( j - 3835 N. Clemons Fax: PG Web: www.h2precast.com 01 East Wenatchee, WA _ © 2007 H2 Pre-Cast Inc. Washington •• is StaT.te oppartmentdfra importation .R.eque st f or A pproyalorN. orerial Ctitratt.tiornbef FA-Nantior SR '--BAB•204165. . _ • ____________ Sec411,Tg1.46Y-F,Oie4 Coaty DUVALL AfitE NE___ .• . , ktitie ._... . ._ tot** Subcoit-otior BEMIRE/CMG 8.EXCAVATINO,INC. TOTEM ELECTRIC, . For Wan,Ue qttty 052;-•. psose 80qm Matra a Itim oyi Lout:aro/FatitteataLgrof or Elt gopher Spetrolon pe,OPL coo i•Fi !r4C11..- f£Q Bo No. tirtoltittitOo? Re.-OtixO alio . _ es.piOt 2 BOXES t4-prit•edist-EAST.W6tAlttfER,WA .9:0,2(1)A1 • 1.0 . , ..,.. , • - '8 SMALL CABLE''ItIl . VAULT 112 PRE-CAST,',EAST WCNAittlEE..WA -1-291-i(2')A ' 10 S5,46.02 REBAR CASCADE STCEL,MCW-R1,14YILLF;Ott 9-0=2„ :8 . ..I 1 8 ,66.02- ite*ift • '• INu.cop.s.riaLsvcrtuWA 0.ot i. . . . 85,02,02 -• -- -. 'OLDqSTLE,AUBURN;WA 0-20.30.) 1 01 - BOX• OROUNDRQD • •„—• •-— • •-• - • ••• - -, , • 'Ill ritOAST,EASTWENATCIVE.WA 8.26.3(, .91. 1 0 • . , . . . _ . GROUND, -. 85.0.2,B2 RODS-&r. RICO.SOLON',GPI lt,20.:*) Y,0 ,CLAMPS _ _ __ __ I ottsput.m.. sotrroirgil GROLIDING,CHATUNGOQA; RODS , 8.249), 8,-.," . .. -,. - -GROUND ROD --:....- 45-02.0 '•.. -• -' v'' DLACNIURNAIADAI,UPE ' f3,440 '8., . CLAMPS Pt,or En§frteedReptft --- attetNa' 1-----Th(-71.--.: - DO .• • , Slale 14E40*0.8.RIOrgiirs.en.talk'e. PO- -\,4-4, ..____ •.10t1r4I21 • - • • Aiee pOnca Action Codes for use by Project Enettitiei aii*StAte Mdtpriats Laboratoyy i. _1cceoplarceCiitri'4:Acteptartal bad upon".6:_pgadaorr Te#Repp,rt for tor-rtplOs of 177410.01: 10IaIt?coipol.re4e4400114=0., r, ?,--cpepttote Cktorix-M16,.Cott,;it Com'AhoetorfilitoOplont,dirior io use:rot:mate* f:0_,cceolgooe ttfig.i! _Ontatda Coto kr VitioDpioliOV Mos to tim arilairiad.-e6tot.u.pit APP(*zi 20 No 4, Aceeptarce Ct110'-a:Bitoilt Shop Oftvrps'qrar'Appiarg?per.to fatidotttiiio of mmiltil. .. .-„' • 4. A4,4taincir CrIteriz,;Only'ApbrovEd foi•SitIpmenT,WSDOT ktsli-ictar or°F.Obricattiin Acrpvic400aor hiatqiel Omit be•usej. 6. Accept-ace CrItaTtEr Subinit ctirttffroto of Materiels Cliiitirt ti:i Pici#1E-61;100t arte0. 7, AedeMize Ctitetta:Ft,Auestirananitt'd to Btilte Motsfo_ObiaatOry•TO7AppTvot.A0,ilo, a)Sauce 401004; :Seel.Remarks '7V:7AF:11mi volWititttOld:- -4'u.bni1isivflril tOrFirlPirtlrld(X0Vaki6tirirt.• ',..,,''.. . ',L: ' " i.• ' . !.2' • ' • .MAINI6OvallAlkiittV .ROO SOX net,required tWPIiintrsistat. 4 43orio',ghalf have-'markintOiettenng'Or:. misceitoi„Ottp Apiar,spe CdtertaATOriaks -.- -- -, -' ' 's'- . -'t tiO,Cial:Pk),ii, isiiiris._.9:..2. ?(QA: 9,: tea, Rdmarkg 0 fbr,gabar,:.#7,bart....01tOrtiluired.perStd,,Plan -4.110;.(date4'5119145)10: Itinieeef-.10 3i,40i"..-19:10iii.,9tdukfctr0/610111fr043:-000 .71,*iorakstiall•ba coliripto.to patty to titt.ilitta41111174ii form la nat:=1110401,thricor albmiltal It my, W retained fa jnforttioRon iNtiria ootietk .icor Fcmil;szo-fi RavisixI cannit- Pulle-ctglgopcor,Utfdrib-41.20 pecitradar Rtiat aiiiitictiErliica? Fitli9r4541-Fettoe** t.,;)1,=1;MtleUt Mot vikittai.144:41§-17,14,k,' rr-litliashingtO:piato rihrtiml 611!MtrAfaarttycilli;m11.i August 13,2021 Qualified Product List Contractor Product Inhumation Contractor: REpITR:VCKING Contract Not' ,c-AG464:165' Sub Contractor: TOTEM Date: 0R-,11-21 Bid Mini 85.02.01 Manufacturer: ,112 Pre-Cast Thc. East Wehalthe WA. Product Name: Precast Concrete 3uflction BOx Type it 2 and Se Locking Lid StandardSpet 9 )Aif $ectrical.-lunetion'tioxes-Stem:lard Duty Cbncrete-Types'1, 2, end 8 Product Description Stptidard Duty Precatst Concrete 3unctlOrt Boxes-Type 1,2&8 (Locking 4,10); See Standard priit.140,10 and 3-40.30 for further details.. Pre-approved drawings are located at Mi/bekigniTrettristiob_cif*Win Product Restriction Acceptance code k 5105 Code Description : Athg4attca,Is based art field.yerificai(lailipf an APPROVED FOR SHIPMENT'tag or starrip. Document, In the paid iti$p049r$' MR,the fabrication Inspectors'Initials/name, date,serial number,quantity and either'F or tY for foreign or domestic steel and/or Iron or not marked If the Contract contains a Buy America da6se.and the material is Marked F or not at all:,the PEG Is responsible for acquiring a çëtiflcate.ofMater1al QriginIrthri the Contrattor.. Note 4 :The Project office will need to forward a copy of the completed OpLppge to the FabricatiOn InSPettion Office for notification as soort.as tbls material IGapprOart for Use: Last Updated :Aug 29,2019 TO be completed by the field inSPector: Quantity: - Verified By: __ DSc' f,1 PRE-CASINc :. Junction Box - Type 1 cONCREt' P'ROOUC (509) 884-6644 Phone 9-292(1) (509) 884-4567 Fax . Slipnot Cover ...„A„,r,.. I'-0 7/8" ,-'` 0 . 1"-5 718" -,�-''� „y "" ,--`_ ., STD Penta Head Bolt i C' r .� _ ��`.z..etk.. 't.,Irv, � ,4,} .4. .T+ r'. ,--7 r •s4rttr. Ground Lead `. ,ar (Supplied by Contractor) 1 ..i� �Y. -hN w �� `l " - `sae,'*• l' , l,.OHI -,.i'"� i T ,j •t . t 1 1'-10" 2" 1'-5" SUBMITTAL REVIEW No Exceptions Taken Shall have markingllettering per Make Corrections Noted Special Provisions 9-29.2(10A X Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review COVER CAN BE ORDERED BLACK OR GALVANIZED AS REQL1R does not relieve contractor from his responsibility to comply 3 conform with the Plans, Specification,and Clay Prewitt Contract Documents. Sales Manager �. rEOsbo �. c lewlttczl•�2precast.corn CONSULTING ENGIINSE32S ' By: DRS Date. 10114/21 tip ,, ,.. , ri pRE.cAST0K. ,,:,,,,,,,' . Bo Junction x - Type 2 -----TiiiRwirroman . (509) 884-6644 Phone 8-29 2(1) (509) 884-4567 Fax Slipnot Cover ...., .1, t".. ...., 1'4 7fe ,..” 2-3 7/8" STD, Penta Head Bolt .„. ...,*-4 ... ,,,-.. 4t,1,44t:T-twi.,,,,,,,,,e,- . 4,4,.,,,,,,,t'.- 4 ' MC tt 1. ...: 4ttitpk,_ .4.'744.•:Pr'Stlrs'e4 *• 4, *, 7A-y- - Q.,..?tty''Isr,.1.4''' .„.4,,,..,4 a..4 ;.., .4'4„‘ ."' A.'"4..• , .ye.A.6° frf,t6. 2f,, A. .#3'46 $ • . '''''' ' .., --''' "Nw% ...jktr..1•1 1!`,., 74., ': 4:00017* fi:4-„,lt.. . , Ate...47-, '''<' .---r, • wkk- 4.,.."-fos ' , , -.- Ground Lead ,....,,,,,„ •- :--,..-. -„47. • ,,,„,,,,Itz...0‘,..,,,,,, (Supplied by Contractor) ,•,- ,,-- , —•". ''''''''• ..it'C'',. ''''''‘.4.,' f•'<" •,,,,, '•1 ''''''''','''..!'•:4.'. f I I I :.'-s-r,;'''.•• • • s :: ::e ,,,,,,,,,,,,,,,,„,,,,,, '''''*t6," ',w,'1':.., , 2 1/2" ,A-,..,,,,• . ' r4r " -,--,- ,..• .. ,...4,•, ,,..,s 1 i .'..'...",*•- . il.....„5:::-,;:-- , ‘ ."•'''''...;4 •*t I % .',.. . - , . ..•- • IA ' ss • ./ 4. .4 ".• .;:s I le N' , • •:?‘ , '';''' 4. s • .0" 440 .416: L 4. , .•• r-io...k 411. % .... .... 7; ''. % ve,....„...........„<„,,,,,#"''' 4' Taken SUBMITTALNoexeeptionsREVIEW Amend Shall have marking/lettering per Make Spec fat I Provisions 9-29.2(10A Rejected-See Remarks Corrections Resubmit Noted &conform IMPORTANTdoedoes not r eie ve NOTICE:ccntcontractor ct or This sf 1 review.om t s ----- ---,LIMED responsibility to comply , and COVER CAN BE ORDERED BLACK OR GALVANIZED AS RFD :07- 1.:: C,:;onthfrntjlectPyD°cuians'men_LP::scl:°MK:tn.' .. . ... ,,,.. — ,..,,, Clay Prewitt . ,,.. _ I,.417.oNhoriie, hmc. Sales MatHger , , ...,„ ,%<0, '4"-' . -aSt c0111 wittgt2pt et,_ cpre C°143"TiMGE4CIIN iDaEER313: 0/14921 By: ORS 2 PRE-CA . .,. Junction Box - Type 8 =arm "nowt (509) 884-6644 Phone (509) 884-4567 Fax Ground Lead STD Penta Head Bolt (Supplied by Contractor) . ``> ^ Slipnot Cover 7f$" . f\ 25 :> 1 4111'. � .,, f11 1 " 18-7/8'� , f13'40;::,,,o, :-�..► -"i<*'''N'''<'''''.1 '''' 1:1 'N...,,,,,,,,,,,,,, 1 3 itr ->„..,,, ,,,,---/."7.----;>- 4r -....„,,,,,,,,,c,,,,. .„ - 30" .. SUBMITTAL REVIEW — No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks Shall have marking/lettering per IMPORTANT NOTICE: This review Special Provisions 9-29.2(10A does not relieve contractor from his responsibility to comply&conform COVER CAN BE ORDERED BLACK OR GALVANIZED AS REQUIRED with the Plans, Specification.and Contract Documents FOOTTNG AVAILABLE Clay Prewitt ..- Grm,.&O , U CONSULTING SNIGNEERS Sates Manager By: DRS Date: 10114/21 cprewitt tI2precast.corn Pre-Cast Inc. fil2 PRE-CAST MC- TYPE 8 JBOX FOOTING CONCRETE PRODUCTS "ei 141111%44r406•0,. Jto. .14C's 111111111111111 t4'*151..4N******%'.. ,0":"41114 #5 SAR SOC. Cm.) W Pre-Cast Inc. Phone: (509) 884-6644 Fax; (509) 884-4567 3835 N. Clemons Weir): www.h2precastcom East Wenatchee, c 2'307 H2 Pre-Cos: Inc. • ...:Washingtun State August 13,202 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.02.03 Manufacturer: H2 Pre-Cast Inc -last Wenatchee, WA Product Name: Small Cable Vault Standard Spec : 2(2)A, Electrical - Small Cable Vaults - Standard Duty Product Description : Standard Duty - Small Cable Vault. Pre-approved drawings are located at http://www.wSdOt.watoov/Desigrfirafficishog drawing5.htrn Product Restriction : Restricted to fabricating in accordance with approved shop drawings listed at the following link. (www.wsdot.wa.gov/design/traffic/shop_drawings.htm) Acceptance Code : 5105 Code Description : Acceptance is based on field verification of an 'APPROVED FOR SHIPMENT' tag or stamp. Document, In the field inspectors' IDR, the fabrication inspectors' initials/name, date, serial number, quantity and either 'F' or 'D' for foreign or domestic steel and/or iron or not marked. If the Contract contains a Buy America clause arid the material is marked F or not at all, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 4 : The Project Office will need to forward a copy of the completed QPL page to the Fabrication Inspection Office for notification as soon as this material is approved for use. Last Updated : Aug 29, 2019 To be completed by the field inspector: Quantity: Verified By: Date: 4:.,,,z,,t,,,,,, - I,,iar,,V,:, ,?4,1t7' 1111 PRE—CAST mac. zi,;,,,,z, - 25TA VAULT CONCRETE PRODUCTS 4,4.'''': , i‘,ei,45W-, USF 2STA HATCH MARKED"ITT(TYP) E , E hi ,,.. igt i V.-THREY0 INSERT(TYP) A W TIMM) Zoi* 7.5" 2.-T 2X." (2)PLACES i INSERT(TYR) on PLACES OW . 04* 4*GALV.UNEIRUT(TYP) 11. 1 1 11 III I .ioierr"--(2)PLACES I ' - —r— —4—:,/ • , to I . . i t4 I 134.0 PICKING EYE(TYR) b) ' : ..'.."'"'41' iirla GROUND LUG(rYP.) I (2)SIDE WALLS a 1;, (1)PLACE ti, is4 OD —..--------..--... ...—.....--... tip r i ....,,. ..-....illikIIIUIIIIIIIIIIIIIIft 416.• V-43" iLl'-or 10' Tx10"KNOCKOUT eV SUMP 405.0 KNOCKOUT(TYP.) Wf ro DRAIN HOLE (4)PLACES SECTION A SECTION B 5,414. 4.4 . 0 Oro GROUND ROD HOLE SUBMITTAL REVIEW .70 - 0 ..XS4,--:-•-.-;,:e, - ' X No Exceptions Taken 4, t ftlefa'cZ` .„. ......k.i..-z".t. la til. I? '':: ;' "s''' " `e — Make Corrections Noted ...witgolor---- .4 ,---k.:x :0:-.<;:,,,,:z/ki:fo.,,N, Amend&Resubmit '4".."''',44 -.:&, .'s '" .: - — Rejected-See Remarks — — 1 FULL LENGTH IMPORTANT NOTICE:This review 2"-IY4" KNOCKOUT does not relieve contractor from his PLAN responsibility to comply&conform with the Plans, Specification, and Contract Documents. Ciray&Osborne,Inc. CONSULTING ENGINEERS By DRS Date 9/27/21. Phcne: (509) 884-6644 1-Il Pre-Cast Inc, ' ''' -'4.-- '''''''''' '.- . ,‘3835 N. Clemons ,A.. Fax: (509) 8F4-4567 PG .,.,,y4 ipT. , „ „"- Web: www.h2precastcom ,.. ast -...,1--,---,- , ..!--, . ' © 2007 H2 Pre-Cast inc. 0 1 .,. _ . . •, ‘ t la i Jgratil V,EXPV,ITZ 171.7f3 GR. Matta4,1'.31',;- 11.4."7.1011/RafTVI; 11 Lel - ...., ,V1111.119C1 li "'"'"4-11*1"3lit'aarral V.• 411143N5TIP11.4- 411.* ,2144003£.44 lilM 1 - 'Th444r4t544 ttattan omt - _., `Irt) , Atetto,'or's,. , --•vdiressircapelpowm. EN002i10,910001114' 41, Ap4—We',„ :oma,,V003AINII, itt*Ilik:44-0;111( , , ,-. 0-01/10a- 0,v ma tesannsin km, MU .0 liri . V • rilefiiISSII' i / ClICIVAI'zvitkia irt/Cia'all' is ' • 1. tokg).Assvamvon awatat /, ' 'idiatitESif,111114Iiii Cit'EMSDA ' , - 't- in AESVORIA143141'4%Eit MOM/ . I Ve4t4101-/.1 '' Iy __ ._., flat ASSY0110113,MUC1110407034 •, 1 4 ASSV NW tlaSfil VIIiird 0E000141 tt' -,, . - ;4 ' 4001fiti3111S111 ' 0/310-1101, S' (3 .. ' -I MEV*Ulla 14311/1.041 ,111&001, 1- V ' diSOVIISti31-Vial, 91141-094 'a‘.... , .. e 1 f: =010004,11 4161E44 .E..I 4", ''''' 'ItSlo R, V'/KV telt PArtal)14511 164411)31 al i ;S I NM TICIE11011-(SEV- E414:11,4 04 41- - . 'tr,„.5§11eEtql1113.4104/71N„IE4-01-tak. 11`,,' , ..,... leASSI111110001441X3111114 1100114-04' Et ,,- ••.f/I '4, 4....--t4j.-- 040514:5actoralaSaftreari ' '-itdi‘ 0 , tiOitelta0144l ' V ' 10000000000N -- %1 N ,...„0.0",..„ t .4 -,...., A ....N.4. r ,. .t.-.•:sot -lb ..4, '`1-t''.- - -.. • ;.1 'A. '',-, . ,JE -, i it4ilf / ' ! „ 4rS' • i r r' t ,( 1Z 4 i I, i * ...kil:rt'svA silcop .1 , _ . .- ./.011040eri,14%•.14t T'l= .* . 5ra I Vita tairt4mowlizmUlutiV ,V ' . 74,000uol'Aunt'Ar(4947-PilrISIVreZ•4110114g114,41 4'. 4.rjA--• I ,,,,, -, •-•,;.`1,,'-'i*' - Mita ' Z.11 _ fletrall• _ Ita 1.0t1EM ktOttmbrAn.ot Partml Au g*tatasega al Analogue tr lei t „ •,a .tk ol laria t•1 Int i•rOttit fliv•uttua3ruat -- - ... - tt at ut,euterguaa gagnit euterrotta 2,4 tWaigtori,Stat AuPitt 13,2021, „ . Qualified Product List Cofitractor Product Infoiniatioit ContraCtOr: REED•TRUCiNG '*sr:trait No: CA .20,0.65 Sub Contractor: TOTE-14,01.ECTRIO Patel. 08-13,21 Bid!tern: 6543.0 :Manufacturer: Cascade Steel MeriliheMiler OR Product Name: Steel Reinforcing'Par Standard Spec 9-01ili'Reinforcing Steel--'Defemned-Steel'Bars Product DeSCriptiOn Deibrined steel reinforcing bar- ASTM A SI.S; Grade 4D 03.i..#4„. (Stralight);' Grade 60 *3 iihropgh,014 (Straight) and #3 through #6 (Coil); ASTM A 706: Grade 60 #3 through *1-8: (Straight) and #3 through #6 (chil) PrOdutt Restriction:: Acceptance Code : 2915 Code Description Acceptance [shy field Verifleatiqn of an acceptable Manufacturer's Certificate of Compliance pOli'WspOt"Standard Spetiritetion 1,06,3,and the Iht(S) ot batch(es) of Material being Certified; where applitable,:shall be identified.This documentation is required with each delivery of material lq the Oreject.'Supporting mill test reports Indicating that the product meets the applicable specTficatlons may al%be reqoired If the Contract contains a Buy America clause,the.PE-04s responsible for acquiring“ertifiCatedf Material Origin:froth the ConteaCton last Updated :.30I15, TO be completed by the field inSpectOri QUantity: Verified By: Date: - • • Cascade Steel » Reinforcing Bar(Reber) 9-07.2 Page 1 of I PM About= AboutUe 1 Locations Careers Contacts HOME :,t1EMAP 11EARCH 0 PRODUCTS Reinforcing Bar (Reber) Rei forting Bar(Repot Reinforcirg Dar(also known as re as l Is used to increase the tensile strength of poured concrete,We Coiled Rebar also offer coiled rebar Hot Roped step ...Hot Roiled Flats _ _ _ ... . se,Sue weight dos ear 41) Diameter(in) PIEGh Per Litt Round KA Roped 10(#3) 0.375 0.375 264 Angles 13(M4) 0.668 0.500 t52 Wire Rod 16(#5) 1.043 0 625 96 1 5020.750 50 7,04 4 0.875 50 • 2.670 1.000 36 29(#9) 3.400 1.128 30 32(#10) 4.303 1.270 24 36 #1 t ( ) 5.313 1.410 18 43(#14) 7.660 1.693 15 57(#18) 13.600 2.257 6 Ptloaticed to ASTMA A815 Grades 280.420 and A706;CSA t330 18-M97 Grades 400 and 400W. ASTM A615 Grade 280 bars are furnished in sizes 10(#3)through 16(#5)only, RETURN TO PRODUCTS PAGE Cascade Steel 0MU Cascade SUN Roth%MOILInc.,a wDidR aiery of Sclautzer S:aet Irxlastr ,I McMinnville, O SUBMITTAL REVIEW No Exceptions Taken X Make Corrections Noted Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform #7 bars also required for luminaire with the Plans, Specification.and foundation, per Std. Plan - 117.1 Contract Documents. (dated 5/19/15) (Gray&Osborne, Eric. CONSULTING ENGINEERS By. DRS _._ Date 9/27/21 httn-i/www.cascadecteel cnm/conducts rehnr acme 1 1 i19i7(Y)R ,,:;Washington State no..�.,mw..t of T.rmannxrotinot August 13,2021 Qualified Product List Contractor Product information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.06.02 Manufacturer: Nucor Steel - Seattle - Seattle, WA Product Name: Steel Reinforcing Bar Standard Spec : 9-07.2, Reinforcing Steel - Deformed Steel Bars Product Description : Deformed steel reinforcing bar; ASTM A 615: Grade 40 *3, #4, #5, #6 (Straight); Grade 60 #3 through #18 (Straight); ASTM A 706: Grade 60 #4 through #18 (Straight) Product Restriction : Acceptance Code : 2215 Code Description : Acceptance is by field verification of an acceptable Manufacturers Certificate of Compliance per WSDOT Standard Specification 1-06.3 and the lot(s) or batch(es) of material being certified, where applicable,shall be identified. This documentation is required with each delivery of material to the project. Supporting mdl test reports indicating that the product meets the applicable specifications may also be required. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor, Last Updated : Mar 26, 2012 To be completed by the Reid inspector. Quantity: Verified By: Date: N U= 0 Ft 9-07.2 BAR MILL CROUP 07 bars also required for luminaire NUCOR STEEL SEATTLE, IN C. foundation, per Std. Plan - 117.1 CERTIFICATE OF COMPLIANCE: 2021 (dated 5119/15) Nucor Steel Seattle Ire.certifies that all of the rmiting and manufacturing processes employed at this facility for products produced occurred in the United States of America, All of the material produced at Nucor Steel Seattle Inc.is made from scrap stee and iron procured in the United Stases of America and Canada. The scrap is melted in an electric arc furnace at our Seattle location,and ca into biNets witch are rolled Into the final product at the same facility. Nucor Steel certifies that the milting,casting and rolling procees for manufacturing our products are in full compliance with the American Iron and Steel requirement as mandated in EPA%State Revolving Fund Programs. All of the products produced at Nucor Steel Seattle Inc., inclixiing reinforcing bars in sees #3-#18,and merchant bar products are weld free and In accordance with and meet the requirements of 49 USC 5323(J)(8)4 Federal Transit Administration's(FTA)Buy America Requirements(49 CFR part 661),as well as Buy American Requirements-Surface Transportation Asaistance Act of 19B2,as amended Title 49 Section 661.5(d)(1)(2)and 23 CFR 635.410 Buy America requirements(FHWA). Reinforcing steel conforms to the latest versions of.ASTMA.515 (Deformed ar SUBMITTAL REVIEW Concrete Reinforcement) and/or ASTM A706 (Low-Alloy Steel Deformed ar No Exceptions Taken Reinforcement)Depending on the ordered and tested grade. Mabvial that is p manufactured to GSA specifications as requested try the customer at the time of . X Make Comic:bons Noted ____ Amend&Resubmit Rejected-See Remarks Rebar Chemical Requirements IMPORTANT NOTICE:This review ASTM A615 AS1 does not relieve contractor kern his Clemertt,Max Wu 40 60 80 . 100 60 responsibility to comply&conform Carbcri _ With the Pans Suerificatify, arii! Nlarcianev- _ . • . Cnntracl Docurver-17-, Fnrsvtix js 3.C6 0.05 Li.3t; t.)., 45tO Sclt.ir . . S.1,(c,1 • (-inn,- .6k..-(_)FilrAcwirsik—, [au-. Carbon Equiyalent, - - Max . By. _ DRS , , '.. 9/27/21 Tensile Requirements ASTM A615 ASTM A706 - 40 60 so Igo 60 SO Tensile In psi 50,00D 80,000 100,000 115,000 80,000 100030 — Tensile/'Yield 1.10 1.10 1.10 1.10 1.25 1.25 ekl Strength Min,pia 49,)00 60,00 80,000 100,IMO FiC,NO 93,000 —Yriii Strength Max. psi 76,000 —4 96,000 • Elongation in 8 ,Min% 11 9 - 7 7 14 12 12 9 7 7 14 12 12 9 7 7 14 12 ---4 ri,---t8--- 8 7 7 12 12 . . 7 6 6 12 12 . . , ale, lid 7 6 6 10 10 2424 SVV Andover Street, Seattle, WA 98106 Phcne. (206) 933-2222 1 1 of 3 . . . . riu = 0 Pt BAR MILL GROUP NUCOR STEEL SEATTLE, INC. Structural steel conforms to the latest versions cf ASTM A:16(Carbon Structural Steel)and/or ASTM 4529 (High Strength Cal bon Manganese Steel of Structural Quality)depending on the ordered and tested grade. All structural material meets AST14 testing requirements for ASTM A370 and almensional tolerances from ASTM A6. A36 Chemistry Reqiremnts, Product Shapes" Plates" Over Over 1 Over 2 - - Over Over I Thielbreer, To 3/4, 3/4 to 1 1/2 to 2 2/2 to 4 t 0 3/4. 3/4I to 1 1/2 tv 4 In An Ind , 1/Z k 4 1/Z hid kid Over 4 Ind ' 1/Z Inc 4 Ind 0~4 C.ma % C.26 0.25, 0.25 0.26 ', 027 0.29 026 027 010 0.29 0.80- 0.60- Pin.toss% .., ... , 1.20 0.00-1.20 0.85-120 _ 0.85-1.20 .... OM , 0.60-0.90 0.60-0.90 P.MI% 0.04 0.04 0.04 _ 0.04 0.04 0.04 9.04 0.04 , OAS 0.04 5.Mem% 0.05 0.05 0.05 11.1:5 . 0.05 . 045 ., &OS 0.05 0.05 0.06 Si.% 4 0.40 max 0.40 max 0.40 max Q.40 max 0A0 max 0.40 max 0.40 max 0..40 max 0.40?MIX . 0.40 max Ca.min 91 _ 0.20 020 0.20 0.20 0.20 (V/U 0.20 0.20 C.23 0.20 "Mn content Of 0.4-1.35%end Si content 10.15-0.40%is required for shapes with flange thclinesses over 3 . °for each reduction of 0.01%beint%, '•., 'r ...) '' max,.an increase of 0.06%Mn above the max will be pa-rotted up to 1.35% ____ • A529 Chemistry £529 Mechanical 1uirerrierits a ...._.„._ Requirements Grade Grade SO Grade 55 - 50/55 Tensao,mini kd _ , 70 C,max 0.2 i Ten*,not‘kal 1013 100 • --. Mn. max 1_35 Ykeig:niiEL Ics1 1 50 1 55 P max 0.1;4 . Booq,If' 18 17 . r , Flom, r i 41 2C _S max 0 Cf. `See cinematic(subsection in At S.Inas 0.4 "Morwsrh tense for grade 50 shaves Yon Range or leg Cu,min 0.2 inickness to 1.5"shall be 65 icsa A36 Mechanical Ruirements Plate*Shapes°and Bars A fae cremation tram A6 T e For wide flange shapes over 3",Wits does rot ensile,ical 513-11II apply mad 19%in 2"does Yield,min, ksi 36 Metes and Bars 41 c Yreld point of 3211:9 for plates aye 8''in thictiress Bong,8' 20 , Eong, r 23 ''Bong not required fur fluor platrs - Shapes ,For oiates Meer than 24'.the along 5 reduced tlY ElLiny,8' 2) Elong 2' 2424 SW Andover Street, Seattle, WA 98106 Phone: (206) 933-2222 -: ' : " 2 of 3 N LJ D BAR MILL GROUP NUCOR STEEL SEATTLE, INC. The Identified steel shipped ,s composed of the heats indicated and is represented by the samples obtained. The Tea results indicated are in accordance wth ASTM A370(Standard Test Methods and Definitions for Mechanical"esting of Seel Products). Nucor Steel Seattle Inc.'s Quality Department is independent of the production/manufacturing departments and performs the testing for verification and release of material prior to their shipment to customers. The results of the testing are validated by the Quality Department, independent of the production/manufacturing departments and are reported on the Certified Mill Test Reports (0,1TR) issued to ow custcsncrs. The validation and issuance of the CMTR complies viith the EN10204 -Inspection Certificate'3.1'requirements. It should be noted that the compliance to the requirements of EN10294 - In,pectun Certificate based on the standard EN 10025:1990 +A1:1993 E,to which our products are delivered. Erik R Nissen Plant Metallurgist/Quality Assurance Supervisor 2424 SW Andover Street. Seattle WA 98106 Phone. (206) 933-2222 3of3 r< 7 [u Iv • Etched poEypropyiene face • Foce anchored to concrete • ultra-violet inhibitor • Exceeds AV IA Standards fcr Environmental Stress :racking Reskstonce Reinforced Concrete Lid No. FOBR ~. �- 8 1bs. '.9A '" Not required by Plans/Specs _..:-. '~ � ,� -sr�� yy_ I/ �iY Curb Valve Box No.FOB BOX 34 1bs. for :'1i SUBMITTAL REVIEWv2 14:1 a rnl 1 No Exceptions Taken I Make Corrections Noted -=-?. Amend &Resubmit X Rejected-See Remarks RIM IMPORTANT NOTICE' This review r does not relieve contractor from his — responsibility to comply &conformwith the Plans, Specification, and " 7Contract Documents r (7,---------s:\\ t` r Grimy 8c Dahot.-.5,Lac. 1 ' C6NSLlTINfI E>wC,iNE£oS 1 By DRS Date: 9/27121 FOOL Voi-71C A h•qh density teinterced concrete bow with nen-.wrtlinq moulders paaitioned to maintain grade and 'oc State hoot 'lima- Approsinete dimensions and weight violin. iidcaetis Appro. •arrienrwq SAipeNg Code kern We.q t OeICAC!!On OBC4 ' BOX .34 ;ha, r08 Curb Ventre flat (8" I,b. x 12' MO) - 48 per poilst FOOR I UO a rot, 'Reinforced &manta lid with plertt ding nneC 00 B Ibt Cart bon L:d FLOES L.0 2 Ibi. Fbrelyte Ltd. Noe-Conr_rete vb -71C .. L 0 12 3 tey. fast Iron Grate AOA Compbant F08 BOX F08 CURB VALVE BOX Oldcastle Precast'Cli %AWL Fades 8" I.D. x 12" as,Enclosure Solutionsi(am January, 2011 Phone: (soweae.-ro�a fn. (foo) ees-tleix Cnn....e,el, Aanei4 Aea►M tot __. Copyright C 201! by Oldrastle Precast Inc 2 PRE-CAST asc. R G OUND ROD WELL W; LID CONCRETE PRODUCTS 8-20.3(9) 1771 3l/4"HOLE IN CENTER OF LID (0111'%) rye G1JNp R D SUBMITTAL REVIEW No Exceptions Taken Make Corrections Noted Amend& Resubmit X Rejected-See Remarks IMPORTANT NOTICE This review does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and Contract Documents. Not required by Plans/Specs Gray&()shortie, hie. CONSULTING ENGNEERS By: DRS Date. 9/27121 �,� �� Pre-Cast Inc. Phone: (509) 884-6644 835 N. Imons Fax: (509) 884-4567 PG Web: www.h2precast.com 01 ast Wenatchee. 1/A ©2007 H2 Pre-Cast Inc. tp,Washington Scats August t 3.2021 Qualified Product List Contractor Product Information Contractor. REED TRUCKING Contract No: CA:3-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: B5.02.02 Manufacturer: Erico International Corporation - Solon, OH Product Name: Eritech Ground Rods: 611205, 611300 and 615880, 615883, 615800, 615803, 615812, 615815 Standard Spec : 8-20.3(9), Electrical - Ground Rods and Hardware Product Description : Copper-dad grouund rod: 1/2-Inch diameter- 10-foot; 5/8-inch diameter- 8-foot to 15-foot Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO Is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Apr 25, 2014 To be completed by the field inspector: Quantity: Verified By: Date: 8-20.3(9) ERICCI. ERITECH® Copper-bonded Ground Rods - North & , Latin America • ERITECH In a grounding system, the ground electrode provides the physica connection to the earth and is the instrument used to dissipate current into ft. There are two main types of electrodes. "Natural electrodes are intrinsic to the facility and include metal underground water pipe, the metal frame of the building (if effectively grounded), and reinforcing bar In concrete foundations. -Made-electrodes are installed specifically to improve the performance of the grounding system and include wire meshes, metallic plates, buried copper conductor and rods or pipe driver into the ground. The ground rod is the most widely used grounding electrode. ERICO is the world's Largest manufacturer of copper bonded ground rods and offers a complete line of rods and accessories to meet the needs of every user. Features Copperbonded Ground Rods • Resist corrosion better than galvanized rods allowing for a 30 year service life in most soils • State of the art manufacturing process ensures uniform plating thickness • Average tensile strength of 80,000 psi and straightness tolerance of.010 per linear foot • Exceed the requirements of ANSI/UL 467-1984, CSA, and ANSI/NEMA GR-1 Pointed Copperbonded Ground Rods • Manufactured of high strength 1035 cold drawn steel • The ERICO preferred ground rod Compression Couplers for Pointed Rods SUBMITTAL REVIEW • For use when coupling pointed rods No Exceptions Taken X Make Corrections Noted Sectional Copperbonded Ground Rods Amend & Resubmit Relected-See Remarks • Fur use when it is necessary to deep-drive rods IMPORTANT NOTICE: This review • Cold-rolled threads - stronger than cut threads does not relieve contractor from his responsibility to comply&conform Th readed Couplers for Sectional Rods with the Plans, Specification and Contract Documents Oa) C3 ray tie°shortie,Inc. Where will 3/4in left rod be used? CONSULTING ENGINEERS By: DRS Date: er27111 8-20.3(9) • For use when coupling sectional rods Drive Studs for Sectional Rods • Screws into threaded coupler While rod is being driven Applications ERICO has a complete line of ground rods and accessories to meet the reeds of every user. Pointed Copperborrdad Ground Rods Part Na. Plating ThicknessLength Disnt hor Leth Standard Weight (Mil.) (in) (ft) Padcage per 100 613852 5 3/8 5 5 160 613862 5 3/8 6 a 5 198 613880 10 3/8 8 5 270 611255 5 1/2 5 5 296 611265 5 1/2 6 5 310 611285 5 1/2 8 5 482 611380* 10 a 1/2 8 5 553 611205 5 1/2 lC 5 557 611300* 10 1/2 10 5 738 615850 10 5/8 5 5 420 615860 10 5/8 6 _ 5 509 1S880* 10 5/8 8 5 680 _ 615883* a 13-REA 5/8 8 5 680 615800* 10 5/8 10 5 844 615803* a 13-PEA 5/8 10 5 844 615812* 10 5/8 12 5 1000 615815* 10 5/8 15 5 1275 613460 a 10 3/4 6 5 a 750 613480* 10 3/4 8 5 1000 613483* 13 3/4 8 5 1000 613400* 10 3/4 10 5 1240 613412* 10 3/4 12 5 1480 613415* 10 3/4 15 5 1850 • 1 614400* , 10 1 10 5 a 2204 *Uk Listed Cop right l0 2004 ER10O International Corporation. Solon,OH ER1CD ERITECH® Ground Rod Accessories - North & Latin America a ERITECH ER1CO provides a range of accessones to complement the ERITECH ground rod product line. Features Ground Rod Clamps Used for attaching ground wire to rod Ground Rod Clamps Part No. DescriptionDiameter Standard Weight (in) Package per 100 HDC12* Heavy Duty, 10 Sol-2 Str 1/2 50 12 HDC58* Heavy Duty,8 Sol- 1/0 Str 5/8 50 13 HDC58R* Heavy Duty,8 Sol- 1/0 Str 5/8 50 18 HDC34* Heavy Duty,8 Sol- 1/0 Str 3/4 50 20 HDC34SP* Heavy Duty,8 Sot- 3/0 Str 3/4 50 32 HDC1* Heavy Duty,8 Sot-4/0 St _ 1 50 32 CP38* Standard, 10 Sol-4 Str 3/8 50 6 1 CP12* Standard,8 Sol-2 Str 1/2 50 9 --.� CP58* Standard,8 Sol-2 Str 5/8 50 11 CP34* Standard,8 Sol-2 Str 3/4 50 13 S58* Galvanized, 14 Sol-1/0 Str 1/2-5/8 50 16 S68* Galvanized, 14 Sol-4/0 St 5/8-3/4 50 20 L Washington State n..+e.+r,..,t..F T.xav,are read"+, August 13,202, Qualified Product List Contractor Product Information Contractor. REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.02.02 Manufacturer: Southern Grounding Products (South Atlantic LLC)_ Chattangog;i,aN Product Name: C1210 and C588 rods and G-5 and WB58H Standard Spec : 8-20.3(9), Electrical - Ground Rods and Hardware Product Description : Copper-clad grouund rod: 1/2-inch diameter- 10-foot; 5/8-inch diameter- 8- foot; and ground rod damp Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the jcb site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field Inspector: Quantity: Verified By: Date: . , . . ,, 1 ' ' ,,, . . . -.• 410 . •• .., • • * .4tN.„, i ' $ . - `: / - ) ,.. .. -., . lk',.. / ',, •.; , -, *., • 1 • •., ,' .•• . --;1' . i. a my i. ar "r. i - - • ..1 = .',,-. re ..r.r —v • -.-,v v ..: r,'...., v.-. . N .1" k • i I r,ir , • , '- - ,• I' , At -,,,.. ..•• . , •, , . -,,,,.,‘ • --,,,,, •,, . ,, ,,,,,....,„, , , .• . . „•••„....,.„, ,, I :,.... , . . - .-.....,.:. :„..,..,„..,„:„.•,„,„,,,,,,,,,,....„......„.„... . ...„, , .,..,,„, .....,.... , , .... . , .. • , , ... ..? ,. ...„. , .,..„. ...,, , . .....: -,.,-,r ••.. . . . .... . .,.,, ..,,, ..t ,,,..4. — _ ., .. ..., .•,.,. 4 .i A la i. , * '' , • _ . .. . . .• , , .4 , . . , _ ... $ ,‘ oil 4 irl•-• .,', ,•_ •••.. 4 •• , • .: . ru, • - . .., • . . . ,, ... 1 •• • • all& • ''...,:;... 4 • . r:S..).:.' ik. -.-.64 . '1 1 • ., . • 141 . * * , , ,,. . 1.Sti:41:1:i 11 4.'i,1';'‘I'l s' . .. . :'.. 5 OU Il f P 11 )1111( ix)uripli-i - - ,.. II Pi/ ODUCT C' " sour 4 illititiik , 1.1( • , . - • , ...,..„ . CHATTANOOGA, TN We can produce custom lengths of all our types of ground rods for your special needs and SOUTtlf Rn G X)1UP1D111�i applications. Because we ship from electrical agencies throughout the United States, as well as 11 r.t.It r'ii{i (a i o U 1 U It>;II i i(, t t DOA" our factory in Chattanooga. N.we provide fast I service.We guarantee same-day shipping of our Z.' !or standard ground rods and accessories in stock. 1* Tali-free:855.327,8063 • Local:423.698A199 • Fax: 423.826.3525 e-mail. sgroundingesouthatianticllc,com •www.southerngroundingproducts.com . 1 Our galvanized,copperclad, and stainless steel ground rods and accessories meet or exceed s , industry standards and are available in popular diameters and lengths, w 4i, Hot Dipped Galvanized Ground Rods 1 amenimmeimaint. . . mimiew IF d I /``' , •ANSI/UL 467 *ANSUNEMA GRI •CSA C22,2 • Rural Utilities Service listed and accepted , •Steel—ASTM-A-529/Grade 50 or cold drawn ASTM-A-1080/C-1018-1035 0 41 4 •Tensile strength 80,000-100,000 PSI r • Galvanized to ASTM-A-153 for zinc-coated corrosion protection after fabrication �`,.. . • Galvanized ground rod surfaces are rigid, free of seams and slivers; a galvanized coating is smooth with no burrs or runs. i ` ,- • Unique four-sided point 'Maglaka, - • All popular lengths in 1/2", 5/8", 3/4"and 1" diameters are available for immediate shipping. 4 DIMENSIONS MIGHT PACKAGED NOMINAL ACTUAL GALVANIZED SUB/ 4 ; CATALOG NUMBER DESCRIPTION DIAMETER DIAMETER IN MASTER t 1 I , I IN INCHES IN INCHES COATING POUNDS BUNDLES ' ' ! 2124 12" x 4' 2.8 lbs. 4I Z125 1/2" x 5' •500" 3 5 lbs 1/2" TOLERANCE . t 2126 1/2" x 6' +.oi5 -_000 ASTM-A 4.2 lbs 123 , .11 - 2128 t/2" x 8' or 5.6 lbs. 5/100 x f u Z2584 5t8" x 4' �" ASTM-A 4.2 lbs. 153 TOLMAN 011.1 �L �ZZ585 __—- __ "" x 5• 5 " +.015/-.i i .5.25 lbs. - • 22586 S/8" x 6' 6.3 Ws, Meets • � ZZ588*t 5/8"x 8' .625 b ANSI/UL 467 5ts• T3,FR S 8.4 lbs. 5/100 j ie .r and 225810" �• 5/8"x 10' +' j� 10.6 lbs. ^ EMA GRI Z348"t 3/4"x 8' TOLERANCE• ASTM-A -. 3!60 Company name.part 123 11.6 lbs. ..UL Z3410* 3/4" x 10' g/4r : 1f32" or ASTM-A 14.5 lbs. CP and/or CSA by . s r �d l within Z23410• G. 3/4" x 10' A0 153 3/60 TOLERANCE i-.000 15.8 lbs. 12'of the blunt 1" end of each rod. 2110" f• 1"x 10' 1" TOLERANCE _ 128 lbs. —/25 1 ± 1U32" *Meets National Electric Code(NEC) and National Electric Safety Code(NESC) requirements t Rural Utilities Services accepted (RUS)=USDA t Copperclad Ground Rods .Ili Meet the following industry standards: •ANSUUL 467 •ANSUNEMA GRI •CSA C22.2 (1]) 0 •Rural Utilities Service-RUS •Steel—cold drawn ASTM-A-1080 •SAE 1018-1035 carbon steel •Tensile strength 80,000-100,000 PSI •ANSI C33.8 •Steel Rockwell Hardness--880(minimum) •Copper coating is a minimum of.010 inches. meeting or exceeding UL.CSA and ANSI specifications for corrosion protection • Company name, part number, UL and/or CSA logo and control number are located within 12" of the chamfered end of each rod. • pointed and sectional copperdad ground rods in popular diameters and lengths are available for immediate shipping: 12",S/8", 3/4", and 1" diameters;6',8',and 10'lengths. • Custom lengths can be produced for customers'special requirements.Minimum quantites required. CATALOG NUMBER DIMENSIONS PACKAGED , POINTED ROOs SECTIONAL NOMINAL ACTUAL LENGTH THREAD WEIGHT SUB I RODS DIAMETER DIAMETER uac i LENGTH IN POUNDS MASTER IN INCHES *A05 IN INCHES'IN INCHES BUNDLES C126 12" .S00 6' 9/16" 1 vu" 4.22 lbs. C585 5' 4.27 lbs. 5/8" ,560 ---- St8" C586 CS586 6' 5.12 lbs. C128 8' 5.62 lbs. - 1/2" .500 " _ t9 C1210 a10' 6 1 s" 7.03 lbs. 5/ 100 C588 C5588 8' 6.831bs.. E C58813* k<" ' 8, - -6.83lbs. cs810 cs5810 0_ 5/8" .560 10' 5/8" 1316" 8.54lbs. C581013• 10' 8.s4 lbs. /1 ri C5812 12' - ( LJ c348 C5348 _ ,,• 8� SUBMITTAL REVIEW V C34813* _ _ " 8• ,a" No Exceptions Taken iC3410 a 63410 0- 314 .678 10' 314" 1 X Make Corrections Noted ej C341013• 10' Amend& Resubmit Rejected-See Remarks C110 41. C5110 • 1" 912" 10' 1" 11e" IMPORTANT NOTICE This review *Rural Utilities Services accepted (RUS)-15 mil average, 13 mil minimum copper does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and (��y(��y�` Toll-free: 855.327.8063 • Local:423.698.4 Contract Documents SOIJTtifPri 4.OPOU 1)1!t�,i email sgroundinpOsou Iatlantklk.cam 40) a Ds o r U i I u r I i ,I I. , www.southerngroundingprOducts com Gray 8c O.lao•-ric, Inc. CONSULTING ENGIPEE RS Where will Min left rod be used? By: DRS Date: 9/27/21 ;..Washington State nmmoernnaht nFTr+�nrnnrt atrn.� 2 August 13,2�..: Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 82.02.02 Manufacturer: Blackburn (a Thomas & Betts Company_) - Guadalup,_ Product Name: Ground Rod Clamp: Models ]AB-12H, JAB-58H Standard Spec : 8-20.3(9), Electrical - Ground Rods and Hardware Product Description : Bronze ground rod damp Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: t 8-2 0..3(9) Q 8 , IN l, ' i C i�• SUBMITTAL REVIEW GROUND ROD CLAMPS No Exceptions Taken — X Make Corrections Noted Amend& Resubmit E --- —� Rejected-See Remarks T______ .),_.I \\ 11 IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply& conform with the Plans, Specification. and A Contract Documents MA X .r C;.,e.y&0.borm1c, Inc. ,i s:.1.11, co...,,.TING ENG+NEER6 By: DRS Date: 9r27/21 _ D D - TYPE G B —C -- NONINiAI WIRE RANGE DIMENSIONS I IN. CAT. ROC DIA NO. IN (NM) _ MAX. ' MIN. IMA� Olt A IIIAX, 1 SCREW TNR(AD 8 C D E \` 11R1`1 h IM I BOLl 5.11E UNC•2A (MAX. ) 1MAX 1 (MAX. ) (MAX. ) ', G3 318 9.S 4 STR. 10 SOL. 21. 1 . 5.2 i •1118 5/16-18 11/16 Ii2 ' 21161 3/8 G4 112 t?'.1 2 SIR. 10 SOL. 33.6 5.2 2 3/3-16 _21/32 19/32 31164 1/2 GS 5/8 I5.(1 2 STR., 10 SOt.. 33..6 5.2 2-I/8 318-16 29/32 19/32 43/64 1/2 G6 3/4 19.0 2 STR. 10 SOL.1 33.6 5.2 1-3/16 3►$-16 *I-I/18 21/32 13/16 I12 ❑ HIGH-SIRLNGTH CORROSION-RESISTANT COPPER ALLOT CASTING ❑ FURNISHED WITH HEX HEAD BOLTS ❑ SIMPLIFIED, COMPACT DESIGN MAKES TASTING, TROUBLE-FREE CONNECTION ❑ UL LISTED FOR DIRECT BURIAL INSTALLATION NOTES: 0 NOT UL LISTED = RUS LISTED Where wIll 3/4in 10ft clamp be used? IP NOT CSA LISTED ADD SUFFIX F TO CAT No. FOR TIN-PLATED CLAMP GS IS NOT CSA LISTED FOR REBAR 8 4 ameo4 , I ALL DIMENSIONS ARE FOR ThammmOkftit REFERENCE ONII M IAA ,M, AMntisr of the AfBl3Group ? DIMENSIONS IN BRACKETS I I ARE IN METRIC UN,I•S )ESCRIPIION. NE11510N5 GROUND ROD CLAMPS MEMPHIS, TN ,iSre ERN 11DIti34S ) FOR A f*O N, SIGNA,TUES 01161NAL PROJECT NO / c cRN RO I SHEET NC REV NO DRAWING NO. i RELEASE DATE_ PROJECT B3, 0140001160 ecsseas / 12ol0io4 I 1 1F 2 3 WSD-000478 TH'S Cl1RI11fl iS IMI(ROED fall 3ISCRI/1iVC PU11PO613 OKI YID 1141 RN5111-15 11(3/8113 10 WtYI,1hE r100 Ma (W ?N[ DEIAIIS MOO M[Rr1Ml COo+f16H1 NOW A 81'13(0/OIA1101. 11.1 RIMS maim mom LW* No(OilWAWA. / '.. HEX HEAD 8OLT TYPE SOCKET SET SCREW TYPE _i____________cliiip - Willi .....,_ srliti A2 X. jitel2 n (HEXNABOLT I 1 NAL . olf) ( SOCKET SCREW', Nomm.....0, N A' ( TYPES JAB and JABH .111. ISOCRET SET SCREW D_..... TYPE SHOW 1------.' C --- NOMINAL CAT. 80, WIRE RANGE DIMENSION ( IN 1 ROO DIA. _ ' . M Mi 1 At N - 41 NAX.1 A2 WWI SCREI TPREA0 8 C D - 9 an541/1 SET miff?RD IN (INN) MAX, 14114. (MMII 141°) A, SCREW 1811 NWT SIZE UNC-14 (MAI. )..11411X. ) (MAX t) . , • , JAW? JA8I?I4 1/2 12, 1 2 SIR, 10 WI., 33,6 5,2 1-5/8 2-3/32 7/16 14 27/32 15/16 5/8 JAB58 .14858H 5/8 15,0 1() SIR. 0 SOL , 53 4 8 3 1-27132 1-1/4 114- 14 , 15/16 1•1/16 11116 - - . JA834 JA8344 3/4 19.0 ; 10 S'R 8 SOL. 53.4 8. 3 1-7/8 2-5/16 1/16-14 I-I/WI-1/16 13116 . .1 5/8 15.8 ------ JA034C 3'4 1,1 1/0 SIR a SOI, 95,0 8.3 ----- 1-3/8 Ti16-14 1-1/4 1-1/16 13/16 .JA81 JA8111 1 25 0 410 SIR, 8 SQL. 107 1 81 ?-7/ III 3 7/11- 14 1118 1-118 1 O HIGH-STRENGTH CORROSION-RESISTANT COPPER ALLOY CASTING 0 SOCKET SET SCREW OR HEX HEAD BOLTS TYPES ArAiLABLE O UL LISTED FOR DIRECT BURIAL INSTALLATION CI CSA CERTIFIED NOTES- A NOT UL LISTED RUS LISTED IIII. MOT CSA LISTED ADD SUFFIX P TO CAT No, FOR TIM-PLATED CLAMP 65 IS NOT CSA LISTED FOR REBAR $ 4 i Thanssitiletts ,... folverg A Number or to ABB Group Of stair ION Ground Clamps SHUT NO it'•v 'IC IMMO MO: 2 OF 2 3 WSD-000478 INIS {tIllila IS 1011#018 CO1 DiSCI,PlivE elillPOSE°, Ow, &kr) I/.1 I c6r ,S h",!,0,,Z,.7 •0 0E,hir 1.1.:.1, 1,4, {,4 1pf 4;; 4, LI; !, c,4141 <poly COPV21610 11011.0 I BUI'S : Pi.-i7:4 1.L i ri-r', IlIrRY:1 Wi ii AH, AND _,::,Ni VI-1AL •f:.• ‘ . ,,-.. ..., , . ... ' Washington State 'lr• e7 Department of Transportation .. 11. egutt,for Appro,01..orMaterial ':ctinfract tiOetet FA ht.orter pR: pow pi40:.2.12-065 _ ... Sitlia#;17.41;a1 Rgett I Pairsy 10 WALL grillE IKIN6 . Cc/qui:tr. Secontrutor _ REV iRubuNds,Eiir.AVONG Die -Jeilill EtEtTRIC, , _ 'Fcr ViSDOT LI 34 Only' • RA114,:,51. . 0ELlsO Ef_d Kara MaizOl ex 451441:111.cr..a1;01 o!Fabr'clur,tlior.iLearor sr PlIthimm- tr.r.,dtbdlqn -PM OF.14;46 1-tal:..111114. HU I.X.g Itti.,• PM:1FM Itatrair.itiro. - tOin . . _ 3000 MAIM CAL PORTLAND.ft 232 ERI14.291.NIKKO• . ... 642-32K it) I .. ., ........ ---.• - . 4000,W/AslIt CAL FORTLAND4 2131E.111k291 NKKC, •- —-1,0 . ,3Kft4.91. • .... • ' ' (02..3{2.}A %.-. . 3324 , _... • ---; , 8ii1;.'01 14.0.00P'IMIX CAL Poali_:AND#183 tilus;2,9 1,N1KKP. 442-.3.PA 'lck' ' • — ' Fri ' . 'WSCOT.PITIQS•X-.125, ;AGOItt.0; ATE ci-roji4) 41 .... . 'COURSE WSCIOT,prr.ffig..X-125 8506,41, / --• — • • . , '9.41(4) -.. CEMENT TYPE CAL.POR1ILAW..P611171ANT) QR. — i - 85,0,-01 ! .9;01'•;C1)' I:225251 01 l'...,ApARcii-4Spt 14.E.;WA -- " — ' • ,- '• MO5. 5,1.41a 1-L23i to :-2586: . . ..,. . . , . stool. AD",195. MP APPTA, f$:VAN : 22 COUVER BC' _ 5.0.'". _ .. . _ .. - DtiRAVAIFt. 'PCP-41,1111E4 viwcpuyEg,4c, • - !7;3,4C-11 I d _ .. .... . . )K0 . .... _. . ,. k5..0641 - Dx64 CCP A PlIttp,vANcpu.yR,pc 9-2jA(5), '2250 vivpi:Eriliitvigiprogeitieva, - ,..---:--Th 'paa ' . - st,va mar**iflifiettitRopfd.tedrai Ma' 11/212 if. AFzeptarice Action codes for"use'bli Project En6itteet and State Materials Labor s, wipes;Acc4ptiiip Chietier.AwAptamie:busild qpop,'' aUstclory.'TeS1 riePt101- of iiibcietplsi tzia.1.43 ihtOrOrgaPtt infiiPt04..; ea Remarks :. $ ActeprenPilt04ii;c 0/42,cart,eV C6OrirRance Iv'is4entalICU'Pitt id tie.O.inaluipi. ' — .... .... .. .• ?..cceptancp teffei4 C.nlatog.puts'ictr',11xxitt-itanipin.tfecto.(.1”Or ti711f6rrul',.Colule;Clot AOrOved' Yep No 4 Awernar.te dri1051:4--ubMIC an0b,ord n4 for?Apnicrar prior tls felvi'mtun of onithrint 5:•A-7..er i:11:1rz CctierteC Oily'Aivritrirt,of ratS..1.ilprrOnV,*SOOT Inspectedk'or Te4oicalutr.Apprriverl nccorciietim's*tt lict tx;Nftl_ . ip. Atc-e0,21W er,11.041:,Subrpit.Cipl!tcaie'4t MEM;erIalacOsin to Prolo•pc Enbirke.et titiite,• - 7. .4rrea4M.ti.te trite.iia:ileiweitTpor.li-0111W-tis%alp M3terlars L?boip,h)ry.for koirov-41;A fcrl . . 0!.1114.10rocit.it ,• • . .. `40eVa1Witf.tt1, . ubinlio.gr,uplu tar 17-:t.fri*T7T+,,eiretOeiktn...., 1("PPt6)11‘qA611iP18t'*:CI4U::3.000 and:Claaa.-4(100 mix not'allowed.for this Bid:[tom'OS foundations 11-,li:IscalItI&at$A4ept,a2ic..p'loynt9ie.'ti.1mum;,;. -. ,:.,•, • .. ' ; : ,.. '. . • ',• ,I.,-;'• •-',. .• . '',...• •' • :,. .,.— ..,..., '- • ' Ca I IFCitilancl'•Mix;I.D.- i 6.$2.- lass-:40000 for fii6ridatitirip.beloWfihiOriact•-grarcle, C'dha'iata:dali*oesi:ljOket shall WoW',CatTiOrittSla4 M ill:T:ak'kepirt-'numbr•' . .. ..,,,. . and totittote'00robtfOr-e'prodopt name and dosage• • `11!1,iffmr?stroll 40.coinplolad Odor to subinittat,ir ei..4 tomtit no.1.0ornFze tOitliipp ernunot;ltalit•rtItlY 42 returned*trifpremokilliat.Was ettteaL 0 acir kit!a47,1 1:4.544,;ort'04tlei PtO.Jaci rnoikErcnalythu.6.9n, Criiir:=1 '9.egk?,%Ciper4rom Ervin, Fyid.ato fillitilto W.d'aft Iblti4s •Mkt tatitiriab I_:_t.iis'irklq. . . . Provide Bach Plont.Certificatejcir"DOwaimi$h".Ploi-it, if this plant li',':!catip'n'i :Oe'd •- ' '.,. Provide sp..bmitalifor:10108*4POOP-With Air Entrainment tpiti:Otp:pacis,:dorroodirv. . : .. jb90§',.-kirriin6ire:;0610.6..400'. 1dWal'OloalO !:hat-EoreTptiticiaihl..AideOK litlis.i.,. . ••,, . . Electrical Concrete be 0'4000 Amak . Concrete Mix Depigti 1111, 1" 1.,epsahrirtIrt:nnt.5:Alreansp ortat kin. COOK:7 Or. Subrnitted By . Date toit; . CTRIC OF TACOMA INC .ettiaiiielt Concrete :-upplier Pfant Location CalPertiati• Inc. jOinvaMish, Contract Num ..r CentreaNaled - . nuvALL AVE NE,RENTOti , --, This mix Is to be us 7, In the foliativing Sid.Item NOS): . . .. Concrete ClaSt: I .. .ClasS-3600 _. IV RernarKs:. , VISDOT CLASS.300(t CONCRETE . . MAX SLUNIP=57.AIR%=-.6%(•+/-1.5%)- Mix Design No. ' '.. 3310 _ Plant No. 282491: -:.-.--,. ._..... - Cementitlous Materials Seer,'. Plant. ; •Tyne,CiasS,Or Grade • Sp.dr. Lbsicy Cement Asfan-Ce;int, !, - Type I-It : a:IC: - 66.5. -- • FiV Ash `.' OF!DC Alkali% _ GGEFS• --- : , . ___ -• ., -- • . . ,-._ . . Concrete Admixtures Manufacturer- , ,., Product ,Est.Range Air Entrainment GCP Applied TechnoiegliS',... . .., Cam:fair 1000' OA 4.5 Otiowt • Water Reducer ,3-figh-RansiWater Reducer . , ._ - . . 'Set Retarder . . Other ---- . . .„„,, , ,, . - Water(Mailmain) '256 (leac)/ Is any of the water Rea .4!;or i!tetiaimed? ies°' C) No, ill 'Mater/Cern enttleus Retie(Maximum, 0.44 , . -,ix Design Density'(pcf)' 148. 2 ljZfce ,... ,.. _ _...... , . . . Design Performance(Attach Teat I:I ataI Average 2B-day cornpressive Strength,(psi) 1545a I Average 14-Oaytexeral strength(pst)-(concrete PaireOnent Only) ,776 Concrete Chloride Ion Content(Vo by mass of cement), 10.02 1 ili.Wa L:;Solubie 0 :.ACIttSoluble, ,. Agency Use Only •Ctiesii applopipte ex) , .. „...,., O This mix design Meets Contract Specificattons and Mai be used on the bidttems nOte'.:,hove- • 0 This-mix design Does Not Meet Contract Specifications and is being returned for correcti ..„ . ,. Reviewed By: F3E:Signature Pate I• , , . , DOT Forth 450-04D EF Distribtnien:Original Centracter .„, •, ., .,.. Revised'QS/2014 Coates To- State firiateneis Lab-Stnitiwei MotEirtls Eng.;Regfennt Materiels Ien;P.rojett iy ..::cror ,-... . . Mix Design No. 3310 Plant No: 282.29.1 Aggregate.Gradation IS-AASHTO Mori-tined Nominal Maximum Size(In) Aggrenates 1 T 2 3 - 4 5 Total WSDOT Source No.0 PS-X'125 PS*125 Source Expiration Date b 10/11/2024 10111/2024 ASR Ex..an5ton o)'1 Year .0.03 0.03 tss-4Mitn5aim Bequlscd'— No No _ ... ` Class 2 Stock Pile Grading C_ BLD Sand AASHTD 57 • Percent of Total Aggregate 41 59 .Specific Gravity4SSD 2.89 2.74 Lhslcy(sad) _ 1301 1900 Incrudo Pp Mint Passfng for oath aggregeta componont.Include Total - only for Combined Gradations. _.__ _.Percent Passing 2`lneh 1.00.0 - 100.0 - - 1-1/2 Inch 100.0 - 100.0 - - 1 inch 1:00:0 - 98.8 - 314,inch 100.0 - 77.00 - - • 1/2 inch 1.00.0 - 40.0. - - 318!nob 1 oo.o - 23.0 - - No.4 100.0 - 6:0, ... - No.8 92.0 - 04. - No.16 68.0 - - - -• No.30 43;0 - - - - No.50 13.0 - - - - No.100 3.0 - - - - No.200 0.9 - 0.1 - Fineness Modulus; 1 2:81 l(Requircd for Class 2 Sand) Proposed ASR MlligatIon Methodb' Notes: a Fly ash or GGSFS issrequired for Class 4000D and 4000P mixes. b Enter data from WSDOT ASA Database.ASR.hlitigallan is required for sources with 14-day expansions greater than 0.20%, No mitigallan•ls•reoutred Ir•1he t-year expansion is 0.04%or less.P.ropose.1 niltiga5on Methods for'14-clay expansions greater than 0.45%regime ASTM C 1567 tests proving that the merited is effective,See WSDOT Standard specification 9.03.t_ a Stastiplle.gradatl©nt f SHTO No.467,57,67,7.6:'NSDOT Class I,Class- or combined gradation stac.plle sizes,See. WSDUf Standard Specification 9-05.1. d Altach test results indlcating-conformctnce to Standard Spcclflcatl i 9-25:I. DOT Form 3.90.040 EF Revised 0612014 CALPORTLANW 0460001.fiip.(00totolt Report , . ,. ... . . .. .. . Ad 318 Rafilitts.EA 0.0:61.100 Mbt ID 3210 Nuiplipr terfost; '29 MI*Nino .6.6 SIC.3./4"*(4 W8) Alle4, • - - $frcirtth' 1040.00 0elf.06PtkehAthliV 60011 Olt id Da ri St 0ev 741 psi Fi.**0 t!'en6fit(I'et) 1424pile25 dos. $117eil(Moilifieg.). '746 psi' ,„. 'ir* Air comp $tri.4P601 -S .ApOpnte: * trentilti Ittovirto lki.oriciet,b) plop tatittnt OD* ,(28430).kiofrgrie TostOOtO Mix Lab. ref) ' (16) qs4) Sat .tilisli ."(lisO, 121.1*919. 3,210 ..44R1 Tegla 71- ' -4* - '6,1 :4060 '4156; d-fidividgd 3310 oite:RosOnam a Tv 5 tA .4310 '6490 AtiOttatpa -di raiii2o0_6 3410 'Otto Rasttriali& 76 .4 5-.6 .4570' '..15720. 5453 ,AsP#4101 01r07i2020, :itid .13itc)110$4nAi& .66 4.6 4.,,i 4140 '5469- 8643 ?ir,56,01aitos -01116P2020 3310 Otto 6:Osamu& 55 4.16 4„3: .4946- '.6050, 5743 011161203 3310 'Otto ROseriait a 61 .4 ,s.i 4470 ,-.40;i9 weft AsO,paial'es . :0010204 3411 4A:0:Testing 66 5.6 4240 *80 5ri3 041/20211 3310 ,Otto RotOkti,3 62 4 5A 4310 808 400 As,r0012*" ' 0212,712020 3310 b1o.ROS060& sa 4,e 5.4 4790 doid 003. kijdoltes . 03r12i2d2o aild 6114.Rozon14114 62 4 4,6 5020 '6100. 0900 .M04ites 03124/2020 3310 Cilio 72 5 .6 3610 Old 5573 Assoprittes 03i76/2.0' 3310 clo-Flos.onau 4 ,04 5.5 5.6 3940. •49?0, 5310 AisOlatiiis 00r20/,2020 'pip duo Ronou& 65 5 4,5 3840 4340. 4723 Aistit4ktesi 'PlAMP2P, 3310 Olio itiosinay& 76 4.6 53 3870, 4990- 4750 F4sagatc . • 08123/2428 3310 0.4,kire5t614 do 4 444 3420, 464 4453 09120.020 3310 . . 6 iti Rostmair a 74 5 V 3776'. 400. 4*. Asiiniates, - lb/pi:gay 040 &PA Tesorig 7a 4.75 8.1 3200 080 4183 11/10020 33.10 Wil'eitiOi 66 ,pq 4.5 405 096 4747 f1n*746 nib A441..toting 65 4:25 -ei,d OP 5250 4987 111g4,12620' 2310, A.A.131/4TeSVrig '64 4`.:5. ..5.3' 3983 5180 5391 11/20828 3310 AAR,Toaiirl ,60 445 418 .4560 5940. .5456 12114/282d 3310 Kmzpiali 60 4.5 4.9 .4750 :5"4.461 $1,80.i!,..-tiC$-Clis 12117i2920 3310 Otto(loseN40 3. as- 4,6 -4,1 5666 ,60ao. sin ,.. Ast°gin*. 42/29/2020 Mill KiiiiIi& Si, 446 5v.4 ,,45.130 6350 6622 AtibrialOs • 01/04/2021 ajid 1.5ri4r.a. 40: 4 4.7 4160 5180 5973 4.1.061f6S 04,6512021 6310 kroTa.m& 62 4.,4, 5.6 29.30 5100 5577 . ,Assetc141,09. 01/2.512021 3318 jiNt tegrte 61 4 4 4990 7410 5630 046102 I 3310 A,A.R.Testing 62 45. 8A 4970 625bi i297 ,, ,• . . 'EleOtOpafC6ficreW'Oailli:40110141)61:iP 41111b. Cpncrete Mix Design 7/ Q.72; ii.v.i0.i.rigto0-sta-t ,. _. .... . .it! pertment of Transp9rtaVon _... Cariasetrir Submitted BY.; 'Date.: . TOTEM ELECTRIC OF TACOMA1NC . 0810912021 Concrete StipOrier Plant Location CalPorttandiriC, Dewernistt contrast Nurriter Contract Name PUVALL AVE" NE,RENTON ,This mix'is tTiba used in tftegilrFAting.001 It .rn..N9(377----- Ca .;,ate Class: _ -Class 4000- — _ V Rernar .-:':,, ,, •WSDOT CLASS iletIatONCRETE. . .. .._. _ MAKSLLIMP•=.75.`,: AIR%=5%(ifi 1:5%y Mix.Desigri.; 0: 3324 Plant No. . „282.291 .CeirtentitousMOtOpis.- : •Source Plant Type,Ciassl or Grade = Sir.Gr. Lbs,/cy. . • ... .__ ._ Cement' " - . ' . ::. .Asian Cement .. Typal-11 . 3.15• '594. OYMIi ' . , -- „ ...,, .. OF EIC Alk2ili% GGBPS.".._ „.... , . .. _ . . c-.....-__ Cortcrete-AdMixturps, Man .PIOrar Pioduct 0s-,L ii6nga, Air Entrainment , GCP Applied , notaries , --- 'Darairair 1000... th-l-A 50 di!cwt Water Reducer GCP Applied,Ten'. elegies WRDA641 0.14 takirt .-- -. ,High4Rang-eWattr.RedUcer . GCP AnnlietiTeolin.:rigies _.ADVA 195 0:1-25 oft _ Set Retarder - Other' Water(Maximum) 235(I11614) Is cieiOrrthn -r;'teir FtricyCled 4r Reclairna,d? Yes' CI" No, 0 WateriCemerititiOns Retfe.(Maxim iliki) 0.42' '. .. .. Mire DP400"P.tillsiti,(tie* 148.13 . ibside . _ . . ,. .• lie sign,Perforinanee tAttich Test.tiata .... ; •; Avera6e ES-day ObtriproiSkro strength.(Psi) 162221 Average 14 Day Flexural strength kisif(Concrate-PaVenierit gniy), 776. . .. Concrete Chloride.ton Content Oh by mass-Of cement) 10.02 1 1* , Water Soluble Li-Acid Soluble .... AdeneY Use:Cinfit'Peck :Ifitti pirate:664 O This mix'design Meets Contract Specifications and may be used on the biefitemt-::."ted above O This mix design Does Not Nett Contract Specitcations and is'being returned for 00 -:o.n$ RevieWed'dy: . . _6 .. PE Signature Date .. • 10017 Parer;350.44a 00 Pistriburj6K ofitinal- (..'antractor Rev.isee'0,5q014 Copies To- Store Niatanale I-ad-Structure?Material§Eng.;Stg.air011,,11 OtiP1etia(51-4111;,"Pri..:dec. 1,1pactiv .., . Mix Destgn No- 3324 Plant No. 282-291 Aggregate Gradation II AASFITO ODOrnbined Nominal Maximum Size(ln) I, ... , . , ... , AgWeArtiles 1 2 3 4 5 To1a1 _ _., WSOOT Source.No.b PS-X-125 PS-X-125 . . ., b . - -10/1 1/2024 10/11/2024' Source Expiration Data 7 - r b 0.pao 0.030 ASRExpansion;(5)1 Year . IsASR Mitigation Required? _ No No, ,. ' - Class-2 Stock Pile Grading C _BILD Sand AASHTO 57 Percent ortotal Aggregate 41 59 Speciffe.Graultv(SSG) . 2_69 2.74 . Llosicy.(ski). 1014 1920 trictuder.Porr.esnt Passing tar each aggicgata ootoponotie.foilodoTobil Only foi Cointiflied'Orattillon.i. Percent Passing 2 Inch 100.0 - 100.0 , - , . - 14/2.inch 100.0 - 100.0 - i Inch 100,0 - 98.8 - 3/4 inch 100.01 - 77.0, - 1/2 inch, 100.0,, - 40.0 - 3/8 inch 100.0 - P.P No.4 1000 - 6.0 No.8, 92.0. , - 0.4 No.16 ,68.0 - - No-SO, 410 . - - No..50 13.0 - - . . No.100 3.0 - . No.200 0.9. - 0.1 ) - „ Fineness Modulus: 281 (Required far Class 2 Sand) Proposed ASR Mitiga5on Mottle Notes: 3 Fly.agror GGSFS is reoutrettiOr clogs:4000G and atio0P mixes; b Enter data from WSDOT ASA Database.ASR Mitigation fs.requod for sources'with 14-day expansions greater than.020,6,No mitigation is required if the I-year expansion-lt.0.04'4 or ie5s.Proposed mitigation rnellto.ds for-14,clay.expansior15-greater than 0A5%requft ASTM 0 1557 lestt proving that the method ft:eiteCtive.Sc WEDOT Stondard Specir1cation 9-.03.1. c stccRpee gradation:AASHro,No,.467,57.67,7.8;WSGOT Class-1,crass 2;or combined gradation stocxpite sizes.See Wsc0T standard Specification 9-03.1. d Attachrtest resylts,indicating conformance to Standard Specification 9-26.1, dOT Form$60040 EP Revised e5r2014 I ,• ..._ ... . . ; . ... CALOORTLANW: Concrete.,MU gvaliOti,00:RepOrt, AO 418:Riiqui* iii0sii iiidriqui .Mpi 10 3324 iiton*,,,t)itotii, #. 1diik.ilamp,43.0 5K 3/4"AEA,V,VPAAOVA .,Averaga Sti.encith 6222 pr.1 . . . , ,.. ----Mlireslititfart06tOw,-.2fp --r; Fie quire04frongth(rei) 5140 psi d25 p9s; *Pi3i.f MdfifratO 70'-ili ..ColnP Ac.0014n4p. , . ,Temp , Air :,steonieth, sfroriolo 11/101110 (cOntriate) Slump Coritunt ,(7414) `0411Y)Mcif.a.00 'Nit Vigo Mx _ ... WI, (T) '(In) ..(%) , Oa) _ ___ . .(p11).' -, (psi) 06/13/2019. 3324 _. 82 64, 6 5730 4420. 1240019, 3.324 65 5 4.3 Wil .#10 0162612020 3324 .65 4.5 6.1 5570 700 7227 0140./ 020 ,3.124 65 44' sain 7.25ir hit- 6.100k0z0, 3324 .0t0a Raniesait& to 0... '6,0- 4/0.69 6060. 8757 .,Aativoits:. Ora4r2020• 43:24. • 00 flosonau 8 60 6.5 5 6720 int) 543 '61,ati#.105, 02.0030 3324 :OP "0 -I Os ,Isio; 6a24, oaracigg. 40+ 59., 6 52, 400, *oct ., Om ,., . 60.126/2520, 3224 66 6 '5;5 • 5400 y, 050 6613 0110,2620. :3324 64, 6.6' '5 5020 .61* 6:75* 03/34023 3324 :ip 5. 4J 4560 64 6717 05/1012020 a* 64 '0 6.6 420' 'OS. .0441 ,..: . 0,20/2620, 3324 Otc.ci lioskirou 6.; 62 '4_5 -61 5420- '6360 610: 64i040. 3324 ri 54 .10q0 55201, 63411 .03t24/2026 3324 60 .3.5. .5,2. 460.0f 'OM' 0 30.3. ,, • „ 630612623 ,31z4 68 5.6 -iiitti '5550' wit 04/.16120 0 3324 70 '0, 0-.3 4313 .6853 4160 1140,2620 3324 70 6 5,5 5316 65 2p 0249 „• 07716/2020 4.244 83 56 0.6 4010 61100 606, 071102020 I324 it ,6 '5.t 46.0 6666 5767 0718d2020, 0324 74 6. 5.5, 5200 ........ 6320 5700 08/0512020 4324 70 kt 0, .3456 `'.560 670 64/1412020 3324 ikA.R.TEigiriji.. 77 ,6 6 411-0 0060; 6566 691102024 3324 AA,R.Tcitilrirt 74 19;76 4,7, 5210 03.,14/2020 4324 A.A.19;.1701.00: "'f5 6 4,6 40.. 6 5.e 30 5430 1 §3'40' 6667, .., 10107/2020 .3324 72 5.6 4.6 44r60 6236 1.1/261.2620 3324 •AOVX.Tc.;-110 67 6.5 0 -3560.' 0436 648r 1/t4312020 3324 60 '5.5 ,t OP V9- 4627. i1i27120211 3324 Akfi:Testing. .6,5 .3900 *it), 560 . , , 12102/2020 3324 ' 66 59, .e610. 6670, 8100• Ai. I ash- gonStt;t Ccldrete Mix Desigi Department oanSportatiOn • . ._ . . . Contractor ubir7iiltidlty . Date- TOTEM ELECTRIC OF TACOMA INC _ , . .--_ _ ;,-•-.. . .... ..:. ., OtiO ,- §/2021 . Condtete Supplier : ' Plant Location , .13.0Oyid9:-Batck-Plartt:.0.6FLIf-'. CalPortland Inc.. ' Ouwamish ...• 'tiltsTobitiiiii'glised.:• - Contract Number COnirootName -'- :-. ' --- • - • ' ''', ' • ' • '.'--- . DUVALL AVE NE,RENTON . . . ....... _... ., _ Tile mix is to 44 used Inthi.foliowing Bid Item No(s):. ".. :. ,.iii,i5i.:;feiuriciiiiiiiilei•6610404(0biaitiaii.....' , ,. . ...: ... :... .. ..... , .._ . Concrete Class: Class 4000P _ ... kernarks: . . %MOOT OUISS,40013P 4' .. .MAX.SLUMP-€--91444( .. _ . ._ . . Mix:Design No. 61882 Plant N . :282,191.4 --- ,,-, ,-, ,'. !-.. , - , • Camerititious Materiels. '- •-.. .,•.• ;:_,. 'Solute;,Piar , _.it'; ::::• ' Type,dassi,pr;dra0 AP.''Gr• *14 Ni ' , •<-censomatitillHUA • . " 'H-,' ,. -- __ . . Cement •_7...,..:-..::!'' --.,AsiiitiCerrieht _ _ .' - -,..'- : • Typo I-11 , . SAS-. . 660 . li Ply Ash u -, i Pc:*. flAti!11:„Rilli,l',' ,PO..-RO!c( 'CIP'1=TC A/Iiall,% St GOBFS' ,'":. ..r. I 7. .. ar ' e . n '-,-.----.;- - Grade 100 ----: 2A 116. - -- - -_ , . . i . , — ConcreteAdMitturos ManUfaCtuter Product Est.Range . .. .. 4 Kr Entrainment . Nri HiAtialer Reducer , ' GCP Applied Technologies ' ---VVRDA 64 , 11,4 oziciart Ct gh-Range Water Reducer - GCP f_.%pPliixt TechnotcOes : .ADVAIS5 ,0.1725°eclat .' .,._ V SaRetarddr — .GOP AppitediTechnolonles ,7- • WRDA 64 _: _ -0.145 ozkiiit . Other Water(tiolaximem) 267 llbs.rcy) Is anY.of tbe water RetYtipeler Reelaimed? Yes' El Na III Waterit ementldeus Ratie(MUlmum). 61364. MOODesign!Density(pet): 153A8: lbstetd Deals*Performance CAttaah.Test betel _ . _.. . , Average 2gq:lay compressive strength(pal) Naga 14:',... Average 14-10ay fleXtiral strength:(PA(doric!iitialavelil.taIit OltiA Concrete Chloride len Content(BA-by mass of Cement) 012 I I 'II Water Soluble- EL-Acid'Sal(ible. e - ,,Agency Use'On*.(CheClt a;civaPir:$0-5134.. . . . X This Mix design Meets Contract Specifications and may be used on the bid-items rioted above in This-mix design Does-Not Meet contract Specifications end-fa-being returned for co actions Reliiewed By: PE Signature- ' Date ' ._ . .. . OOT Forn1,360-C4D,EF pistritaiodrr..0.rtginei- Co iltt.aCter Revised 06/,•Ii- 4,-.- . . , ...‘ .,,.,PPP*s T9-;.---.F19.Tf#.- 1,4rI.Ms1,0:-§inlAymt tt1,111etta4 Eng.;ReDiOnallitardiall Lo;PriiiectinSOe.00r -Ali7Viitiefrtrnent iegirtrodrIciiipiiitiiMief•fbiniri4liOnS ..i., - : -a_igtifw.11.iiishe4gi:;04'6.-00iiit.00.0tOrAig4(2)-*- , .• Mix Design No., 61882 plant Na. 282-291 Aggregate Gradaden III AASHTO Mornbined Nominal ivlaxittlUrtv:Stp(In) 7-1 Aggregates 1 . Z3 4 5 TotO1 W81301'Soorce Na:6 PS*125 4 ps-r?(425 v . : • ,, Source Expiration Date b 10/11/2024 ../.. ip,iii2024. q . ASR Expansion(%) 1b 0,030 1;1•0 Year 'la:A6R4-AltigatiaruRecviceer NO , ,N6 , : _ ________ „.....„..., Class 2 - ' - Stock Pile Grading C SLID Sand mSti-rp'8' Percent of Tots!Aggregate . 40 60 Spetillo Graliity,(S.S10) 2.69 2.74 . , Llisky(ssd , 1274 166 'now°Percent Passing for arith a:ggnagate copporteni.Irtiritido Teta only for Canribinact GrOdOlons. Percent Passing. __ 2 inch -100 100.0 _ - 1-1/2 InCh 100;0 '10 q.o. - - — , 1 todh IpeLp iocto .- , , - 3/4 Oich 1000 logo - -, - ._ .. . _ _. 1/2 iniki WOOix/- , laii.e. - - - . , 3 ro. in;h ,,./. , 1000 V OP) - - - • • _ . ..,• No-4 I Ur:II.' V' 2ov - - NO.8 92.0 1.0' - _ . No.1.6 .,/ 8e.0 - - - _ No.30 43,0 - - ., No ,,/,.50 ' ., ‘ 13 .::0 - - - „, No.100 ' V:. 3.0 - - ., Na.200 w 0.9 - - ' - Fineness Modulus: 1 2.81 ((Required for Class 2 pap cf) Proposed ASR Mitigation Method •, Notes: a Fly ash or GGSPais recurred for Class 40000ond 4000Fi mixes, b Enter data from WSDOT ASA Database.ASR.rut ildation m required jr sources with 14.day eipanslans greater than 0.20%.Na mitigation,is required it the 1-year.expansion 14-0,04%or 1 .Proposed:rnidgalion,Methods for'I4-Oay exparisons greater than 0.4$%require ASTM C 1547 tests proofing chat the meincid is OeCtive.See WSW'Stantlatd-Speolfidation 9-03,r, c Stocxpite gradation:kASI-70:116..467.57.67,T.'S;WSCOT Class 4.Class 2;or combined gradatidh Sit:ie.-vile Sizes.See wsooT standath Specification 9-41.1. d Attach test restiits indicating conformance to Standard Specification 0-26-..I. oar Fern 3,-.-KI0,10 EF Revited 0.5.:i2014 . . , • .i• ,. ..„ :::.• tonciste.MOCEValUatiiiii",ittpcirt-'.: ' , -:. ' -: , --• : : - . •., ; c • - . • ::..-.: -. , - _ - - kti io:it;re'14 pti.0cf4)ii•4itongtit Mix Id 51882 Number c)f Te4ts, il Mix i‘Itt ti±/$00.CLASS.4.000P7 Average atignitth tat6 psi, SLAGS"0,4AC4MF'' 1:141148.Simmtpit OR) 4006 Oki it 88 tkPii Salav 1051 psl, RequireciStrendtii(rci) 5200'00 28 D,V§, 'St(kW OW diRed) 106411 Comp fccipipnc,c) Temp Stfentp 8VencOli Moving (COIncrit6) -au* '(Ty) t2aVOil'Averatle Test ilalia rtix Lab _ MY •lin) COO (psi) (polk 0312712e20 61882 63 9' -soo Mg Osiiiipti man 72 8 0,14Q 05/24/2020 .818#2 71 SO Olep 1,969 WO' 0 o1 28 f020 07J i-i Komi'& 65 '9.25, 0584 8320 8207' Akan:—Afti# .64611)200 OW alicitipiehaii a 72 -e 6160 8140. '0473 ,Nr4054.fite* .01102000 .6i2 Own& 78 i fi7.00 6120 tato. ,4s-sedatils, 1'yagt2020- 6is82 XrpRan ii. 75 8 6530; azap '7,4w AssfitiOi3, iliaiwiazo. 0 an 86 e 000 8120 '6.k .1.1474401i "1 54 e. 4;aip 9770 9207 121)3i200 tli862 70' 8 5P20 :03.150 9414 42/174013 -51;:N7 Kazaff&. $4. 6 ,o 090 a.016:. linid: AisockiIes. • I Augist 13,201 Qualified Product List. Contractor Product information Contractor: :FtED TRUCKING Contract No: CAG40-055 :Sub Contractor t TOTEM ELF. TR1C Date: 984 all Bid Manufacturer C01Portland CompatiV,(Sangyong Cernent.'cOrt) South Korea Portland, OR .'rrid .Seattle, peiiII0eiti, OR Product Name: Portland Cement Type VType Oil low alkali (AASHTO 14.85/ ASTM C150) Standard Spec: 9-7.41.41.)„Concrete Portland Cement Product Description :Imparted'and distributed by CalPortland COmpany; DIStributectfrofri-POr,trand Seattle WA and Spokane WA Type Type low ace Qualified far continued listing Produtt Restriction Acceptance Cede : 25.?5 Code Description :Acceptance based upbn,,the.cemont Manufacturers Mill Test'Report nuinber,being shown On each cdricrete'prOthiter'S Certificate of CathPliartee. .Latt Updated Oul,16; 202' To be:compieted by the field Inspector: Quantity: Verified By: _ Date: 01 CALPORTLANEr Manufacturer's certification Rein*Date: Attnizttit. We hereby renify Mat Ca1Pordazd.Tyine VII Cement the standatd a.miiMmen1s at AS:MC.15G and AAS:HTO Ms• sPeciricaticin•kir TX*X ind Type a cfancat$,,Reported are Om alierage*mita!and piqrsidaIdata Tot the lot. Iiatik 21492 Type 1 ill Cement SPOrce: Muslim"TIOWl1111 , . ASIeNICISO and AASHTONISS Requirements- Aditin# Cleinfea1 Peopert* Type I Type 11 Ruts Silicondioxide(SO2).% — — 20.6 .,, Aiuminunt oxide(A1203),max,"ft 7 61) lS Fmipe,Oxide(Pe203),zunx,% — 6,0 0 C4IcikiM 43,104k{cAiP.9.1/4 SOO 625 Nininetium axide(M0).mtlx,% t,54 15.0 4.1 Stiffer ti4rodde(S03),max,% 3.0 3.0 io Lesi an isrsiiinn(01),max i% i 4 3.5 IA Inso1ubtamedue max,,% 1.5 1.5 •0:2 Al6itis 014040.6.4.8*IC26),* .....--. w_. 00 triwiritiasiiicato p3.'MA- — ...... .06 bjc*iiairl alit:ale,(tisi,4 ._ -- 14 Trickitim hlerninnte(pA),rent% — 8 5 Ttr:44a1641" nitT*Pfe"ite(:C4-1.11-N iit — ,.- 9 Air cement otanumr,tax,velum*. 12 P' la ......_ .„ , . ,.. , Blaine finciTsg,mkt.;mykg 260. 3I9 iiiiiii_ , ,citOitiTE14!,011.iiii,% 640 080 6.40 CeMpre4sive Sitenr,,m111 . 1 P,Vfllei •=:. --., t . 294°. .1 D4*,;We 120, 10,0 . : AO, Iva 1450. 480 * t'a 3;6*P. ti . 119:0 0.0 , ,. . , 71AlitOii ' _. ilea 2470 4730 . ., .... .. . 28.paylfrom pmvians 1ot),Mlle — -- ii.i 24.bay Rem previous lel.psi — .,,.i.. 449 AilimISetfing Time.niin-Max,Miev,tes 45-175 45-17,5 141 Appall*end nietliodt th,sed in this leborateryloVe been elieeked`by the Cement and denerete RitemneeLeberetiny of the Natinnet, tasting*of Standards and tscimniagy,A copy agdicrneporf detailintittir pNini is Onrailabit-upon roktiasi.11!enjop.ogictsi aro analynd.in ectoirdanci with•ASTM C114. Keit)Welt 401reetor•Of Teebnient Sedges. CelPertland Company 1050,N..River Street Portland,PR 07227-1719 wonv.ealpetilenri,cont Cutorner Service 503-535-7713 . - . . omen e Repo , 4' CEMENT ,. .. . .. , ..... 'tA a Tut stiewit tattabwt _otrialea...J1a.ltlitiltritit'W - • *EA* :P31'. 113rm 414100: P.A.Sti .41ltla, .. . ___ . eiziimintrieve NfeWC.its traila/DA, -- - . . keTAIiitiat debiii . . __ , Sing , . .. '.Fin a-pcniilq_P-Pirffit obiloli '3Et Ftharico. by Alt Perm eablll/y- -•416 (l)vilis4ASTIU C.2041i lisi.lt0/0.( 4) *Woolen ity-Ogin 1,140,12Sgligl/ tSt1- 'Num.'s bYl5opriltio.toSitlat7 '5;S it.C.ritsliltl.4140430.1- qe tptatil,;.,ASTMr.430,) .Nth':.twrisfliSoilnottlj, , (otsiPA.CiOtOtalt MI- glit. Istu)11-11'61 Conillsimmibilif-ftrifitli - rsAc OFfin - 774.'47 San .. Oslit.qadiati lt,l) to mint' :MI Eti; *.ciffi'- 64165 R011 iktg.401m.4.0) 6g,9144.0 05' CI' , yotal Ailtalltb fotf,10,'+VMS KA) ';OAS' C.E-.0.0 , Stntigli:e Gratilir siO . 0.4.,A;Triicil4 :litifrij;ASTM PIA '_ ..,. . . . 119 Wit 'Slug . . Air cif.itulrikoilibrior ••a ' • - --..agEmict.o..0444:014..- • ,Iswair,* '• it%AsP4 t"Ill0 OW*:01005714 .sirarto—oiligr li,r,t rc0iidi(F;a0itiTt.0f4 3; ' is.O.woilrivier 04ert 0404 iTrii.A 4141 -..fici .t isvci tiy 0 aletiorlieoil ts(40:1!....--.14 Ci1.4) 4 .0. • . - - .._ ti:t*',10:,cosediS OSO3iATIM,C 1-it .AA _ Sta lixo •24, tkois;AltAiin Cda, As*etia} 'f0 '61i.0 St3i.A.SVA01 14) Par.x.'4*,aihi3K6;40k4c1 14) •6.$. . . . .. .. .. . Vonlvw 00.1isr,0,.MTM e 14), 6.3 AU t/t.livilllptilpIca ;901, MS , . *2 ort wiOn(LOAM*tzl II, kas .04.00-201444 Im , ,irawile 121acti I Ail:;tion._ .. 4. ._ - egoi iiiiii'm i..,- "i34: ._. s`vorariglic,, • --. 1 Thu-gwit itx7/14,4oilli4 Pr.s'N 4?,i ,,.___tvieztliktryz.*4_-64.'hP,'.(1Fni...„toil.ei**1fillik7f,tifil 0!'gni,C*0.AlSertitl M.392 lta oitild*100 We/m(00101W Blio Fur;cot*oI lutcbESI ORO A C-6*ol.X911 Nag', 5149 IG'io-M10-FAV-*#1/55r0P:a.Wks ll•ii'..A,11,11,1P1,YJ JesogA.NoislctorEIS dids:00 ii,dmriirao:uoo.10,g•aa,.1,tr.e,, ,ft. . . , ',r,:ning5i t?.4 . . . . . ' '' NSF '• , . ... 4.7, , , ,-/-1,,,,,.,,,,,i-f 4.-A'1,111.........„ 11-inioilltiatimm, Lttit=1-, iiitil6p c.cistmi labiarnowv Svewhar ._ .-- , • -c.o....4y timat • .. . • • • . . •. . .. ' , . ; • „ •, 11gtt)'''' npreprfiviont rsf—Trmrtgn.ntikOniiielnJ An0 11 2021 Qualified Product LiSt cohtrOctOr Product Information Contractor: 1,1EERTRUCKING contract Noi Sub Contractor: TOTEM ELECT Date: 08-13-21 old Rom: 1354611 Manufacturer: Lafarge North America SOottt0,,WA Product Maine; Novicein Standard Spec ; COncrete:Admix'--Grou nd Granulated Blast Furnace Slag 'Product Description t Gtocmd granulated,blest furnace slag: Manufactured Lafarge North America, Seattle, WA; Distributed from Seattle,WA1 Pasco, WA, Spokane, Wic and Vancouvei WA.The primary raw materials are originated in 13P0!).. Product Restriction': •Accepthnce cede 253O' 'Code Description :7 Acteptanc*:shall be by receipt of a Manufacturer's:0AI:eat Report submitted with the Concrete mix design, I tat Updated ;Jan To be completed tiv-the field indpettar:, Quantity: - _ Verified By: •Datet . . r't.',Eiya tingtcm:State L.'0,res 4renrxr,3*." Aims!13,202 Qualified Product List Contractor Product InfOrmatioil Contractor: REED.TRUCKING Contract NO; -CAG-20-065 Sub Contractor:-1°6TEM ELECTRIC Date: 08-13-21 Bid Item: li$46.071 Manufacturer: GCP ApptiEd.TechhciloOs - k)rmiOrfr W.R. Grace andt C6111140— Van6ovver, 'BC Product Name: ADVA 1:94 Standard Spec 0-23.5(2),Conarete Adis 'TYpe•A-Water-Fteducing Adrnixttiyes Product Description : Marital range Water reducing adrriNture for concrete:type Product Restriction : Acceptanoe.Code : 2250 Code Description :Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Carnpliance indicating the product and dosage eitth .adrni*OrelcOnfoern;to the cOncrete,ink design., Last Updated Aug 20, 2019 To be completed by thefield inspector: 0u:entity: , Verified By: . Date; magi kP Tedgugagle4 SCC Cus,tomei Sett/tee! $44' • ‘111" g14/1110pinoW ANAti,4 IqA ppm, 1-8772-;42:3-64§1 rc„:ip p I'S, i d. •,.;,th'n010910.$ gcOuti.9001 Kasey Macwatters. Calportionit , 505, NewcastierWasilftigtort 9e056, Oftlieca,t Nettie:dirpOrtipd March ø9 2021 isistô tertify plat ADVA!195,,a High Radge Water RedgfOt;.4 tirtio44iiired andsUppIted h cp. 4pRodIrettikoto§frietioct;isloftiootor0 comply with the.5000ficatiOns for Cf*Olical,Admixtures,.for Oncritt; "kS"Til: 0194 Afpe Ai.F.and.A5114 C1017tAASIFITO:M1941 Tytie.A.:P., AIWA*195 does r.!Olctor(01 Ofoittit aloride or dloridecOrtifilirtg.fOrOttorKis as.a:furOfortal.fngredient.-- , Chloride tons may be present in trace amounts contributed from the process.water used in mOriufaOuritig, roOitisifiterM+ ROI:013.Hoopes Product DevelOOMent,Engineer G.91.Applied T.tchnOloOie0 tOrtanittMp EiS10010* NITIPWY. ,. ADVA 195 High-range water-reducing admixture ASTM C494 Type A and F and ASTM C1017 Type I Product Description ADVA4 195 is a polycarboxIate-based high-range water-reducing admixture specifically formulated to meet the needs of the concrete industry. It is a low viscosity liquid, which has been formulated by the manufacturer for use as received. ADVA 195 is manufactured under closely controlled conditions to provide uniform, predictable performance and is formulated to comply with specifications for Chemical Admixtures for Concrete,ASTM Designation C494 as a Type A and F,and ASTM C1017 Type I admixture.ADVA 195 does not contain intentionally added calcium chloride.One gallon weighs approximately 8.8 lbs(1.1 kg/L). Uses ratio,the slump required for placement can be controlled by varying the addition rate.Should 0311thbons require using more ADVA 195 superplesticirer produces conr.reta with extremely than the recommended addition rates,please consult your GCP voicetable characteristics referred toss high slump.It also Avon Applied technologies representative concrete to be produced with very low waterieement ratios for ADVA 195 dosage regurerrieres may also be alfec led by 11(if high strength. design,cernentitroes content and aggregate cradauons Meese While MINA 195 s deal for user any Concrete*here it,s des red consult with yore GCP Applied Technologies representat nre for to minimize the water/cernentit ices ratio yet maintain. erorkabdity. fr10111Information and asaistanr.e. ADVA 195 is primarily intended far use in ready-miar concrete,but may aLso be used in other applicatieMS Sudi II precast concrete Compatibility with Other Admixtures and and sel akdating cencrete Batch Sequencing Addition Rates ACVA 195 is compatible with most GCP admixtures as icing as they are added separately to the concrete mix.however, ADVA 195 superplasticirer additon rates can vary with type GI ADVA pruducts are not recommended for use in concrete apokatton, noenally range from 3 to 15 fl co/1 CIO lbs ccrtening naphthalene-based admixtures Inctudirg Caracem (195 to 9r1U midi 00 kg)of cernentir onus.in most irestances, 19 and C ar acern 13C and meiamine-based admixtures ricludiog the addition of 3 to 611oz/100 lbs(195 to 375 rnL/100 kg) DataC.4111 65,in Well It IS teCorrynetide4 that ADVA l9 bt, of cemeretious will be suffioer t A;a given water/cemerttitlars Product Advantages • • . • Higley effluent,producing high slump concrete at very low dosages , • Provides a combination of slump life with near ieutral set time - • - sr! — - •t •P • • , 11. - Consistent air entrainment _ • • Consistent performance across cement chemistries . • Concrete finishes easily without stickiness,spotty .t I }et or tearing miff rob- 111.111111.1111111111111111111111.1111 441.MilanW added to the concrete mix near the end of the batch sequence Packaging &Handling for optimum performance,04ffeivnt sequencing may be used if local testing shows better performance Please see GCP ADvA 195 is available in tuik,celivered by metered tank trucks,.n 'Nankai Bulletin TE3-01 10,Adrottre Dispenser Urschorge 1.wm, totes and drums. Limbo,and Sequencirg for COnVef f.,au r 0 P nc Operations For It will begin to frieze at approximately 321 (0*C),but will further recommendations_ return to full strength after thavAng and thorough agitation Pretesting of the twice*'nix shcked bre performed before In storage.and fir proper dispensing,ADVA 195 should be use and is conditions and materials change in order to mum, maintained at temperatures above 3tF(O'C). compatibalty with other admixtures.and to optirroze dosage rates,edition tires in the batch sequencing and concrete Dispensing Equipment performance.For concrete that requires alr entrainment,the use of so ASTM C260 air-entraining agent(such as Daravair*or A complete line or accurate,automatic dispensing equipment Darer'product CntiS)is recommended to provide suitable air void IS avalable parameters for freest-thaw resistance.Please consult your GCP Apoied TeChnologies representative for guidarice. ADVA 1 9 5 ASTM C49.4 Type F H gh-Range Water Reducer Test Data VS.Units Metric . _ Control ADVA 195 Control ADM 195 Cement:acy)(kg/m1 ''. 517 517 3C7 307 Coarse a;vegete(pc.yt f 41 m 1 1944 1944 1153 1153 Fine aogitgate UXyl(kg/rn') ! 1144 1214 679 720 waiei iixyli ikivrrc) I 135 Io4 396 344 w/cm 1 C455 0A05 '.0,455 0.403 Slump Oodles)frrin; I 3 7 3.5 25 I g° ,i Plastic ar(Si 5 5 SA 5 1 5 a Coinpnetstve itreogeh 1 cay(on)(MPa) 1860 2670 128 18,4 /day(p.a)flulPa) ,41520 5530 31 2 311 1 28 day(asi)(104) 5440 6490 37 5 411.1 Inftial set tan*Orman) 3 55 4,C2 3-55 Length charge 29 day(V -0431 -0 028 -003 1 41028 Freeze-thaw reos(anal(IOW VA) 92 28 92 96 gcpat.corn I North America Customer 5ervicc: 1-877-4AD-MIX1 (1-877-423-6491) Me 1 liar de AfaUlir Ar,,.111 Till UP"Opild Il, .. , .sr 41 viva,r.).k Simi 41.404,2r At t fita21,14171'se 1,!*al o3 by IP4, ..44,..4t 44,.1.4 tiro w,I le In.ste.knee PI.' — I , "mete 40414194Y rAlastil,0 4-, +Aiii:1 AO,It 4 elegiiii i.40.1111 b./•it•Go 0.1111-Te.l. ..acmaan,a0o...x m.71..-11.:0,le.m.1.1 ., •-• ' . „ NOV PAiiirr C.,...+I"I Aar*0 g V o5v,•••+a wr, • 0 r,,, +I As., ...am...T.. ,..r-ri'Aup...1'cow ....^.,sw.1,., illir,..,dam*MI..-, . ; .1 MA 4+ •7,NCI l' i 4 II* oak itst Aug rat nu,row acciavort•r.li,"1 r.ne,.fo.,..4,4#•••••,.....•m...,4•, 1)i-Vir It NM Ger acAse%vb.:Abp....a.4..,pas•or.c.,....i 411 ,....„,.......,,,.. ...................,,M411AA In now" PC '.'PM*14111,1 04/1/dilil..P.CON144i$id* ormolu ot-o..to ta gcp applied technologies ,. AAA ppAiéTis sCF Custar Senike: 5 14107: Z Villitkethora kertia 1- Carntirbig4 MA 032.1,41,` £0,44231449i 1. k7-1,applied technologies ggpptcorn . , Xel$0144044* CaOtttand .S9 $Ear,ióaiWaiS NA.Lica#0.!4414shinorbit,..956,tk______ Project Nine;CalpOrtkrd- " 0,2021 . _ . This is tOceirtityü claraya10 10004a Air Entxalning Agent,as Manufactured and supplied by GCP Applied Tatfintiloolestiiit •is formulated to•tonirily.ifith tife' peCificationi for Chemical Admixtures or Concrete,4114: 4A511Ttit 14154,, Pataitair610011 kloOs not cont*calcium Chloride or chloride..containitig compounds as a functional ingredient. Chlaridetifitimaibe'present;in trace amounts contributed'from:the pres VatOr',Usta th inanufacttoring, JJoops ProdUtt.itief:telOpnien(Ectrneer •Ot.P Appliett-TechninictOte . • I A'0911111.h3t011 Protlim'orxtroulog itn:torn wig v. laVaiiiington$tate bg.qr.hrrir.t,c.r!.rrf,tirneireffikitovi.: August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20465 Sub Contractor: TOTEM ELECTRIC Date: 98,13=21 Bid/tern: 85.06.01 Manufacturer: GCP Aaplied Technologies - Formerly W.R, Grace iinclyCoinpany UT Product Name: Daravair 1000 Standard Spec t 9723,6(10, Concrete AdMixture - Air Entraining Admixtures Product Description ; liquid air entraining admixture for concrete Product Restriction i Acceptance Code ; 2250 Code Description ; Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of COmpliance indicating the product and drisage Of the admixture'conform to th4tOnCrete mix design, Last Updated :Aug 20, 2019 To be completed by the Reid inspector: Quantity; Verified By: Date: 'PRODUCT DATA SHEET sop apPl.ec-J technolo ees DARAVAIR° 1000 Air-'entraining :admixture ASTNA .C260r Product Description Daravairei 1000 is a,liquid admixture that provides freeze thaw resistance,yield control, and finishability performance across the Full range Of concrete rhix•designs.©a'rrvair 100©is a clean, light orange'product designed to generate specification-quality air systems. Based.on a high-grade saportined rosin formulation; Deravair 1000 is chemically similar to virisol-based products, but,with increased purity and supply dependability. Daravair'1000 weighs approximately, 8,5 lbs/gal(1,02'Kg/Lj. Daravairr 1000 does,not contain intentionally added chloride. Uses Performance Daravair 1000 air-entraining admixture may be used wherever Alt is.incorporated into the concrete by.the mechanics of mixing the purposeful entrainment'of air is.retuned by,concrete speci- and stabilized into millions of discrete semi-microscopic bubbles ilcations..Formulated to perform.across the.entire spectrum of in the presence of a specifically designedtalr=e?rtiainincg•admixlure production mixes,.Daraveir 1000 generates quality, freeze-thaw such asDaravair 1000.Thr".n.atrbubblesactmtich Bite flexible bell resistant-air systems in concrete conditions that include the bearings-increasing the mobility,or piasticity and workability of the' following: concrete_This can permits reductionin rrraing.c'oter with no loss •Low slurrip of slump.Placeabiity is improved. eleed1ng,plastic shrinIcage and' segregatlon.are minimized. ;Pa,iing Titraugh th.e'purpo eftil entrainment o0-4e.Daravair 1000 markedly increases milt increases•tho-duraf ility of,concrete to severe exposures particularly 'Extruded slip form to.freezing-anti thawing. it has also demonstrated a remarkable •Mixes containing hot Water and acceierators ability to impart resistance to the action•or frost and de-icing salts as well,as-sulfate,sea-and al'Faline waters. •Precast Hlgh•Cerrierrt-factor Addition Rates. 'Fly ash.and-slag ,There Is no standard addition raw far Darav‘r 1000.The-amount .Superplasticzers. to be-used will depend upon:the amount of air..required for job •1Nancdaett<red allude conditions,usuailyin-the range.of 494 le•8%,Typical'factars which Might influence the amount.-of air-entraining admIxcure required are tempereture,,cment,sand gradation acid the use of extra fine • materials such as fly ash and mterosilica, Typical Daravair• 100D addition rates range From Yf to 3 If az/100 lbs(30 to Z00 rnt%100 kg) of anent.Pretesting of concrete-should be performed to.cmhfvin Pr-oduct.Advantages dosage rates.requfred ta.achieva-desired concrete performance. • Rapid air build suitablefor short milt,cycles The air-entraining capacity of Daravalr 1000 is usually increased when other concrete admixtures are contained in the concrete, Carte used in vride.spectrum of m1x4asigns particularly water-reducing .admixtures and water-reducing retarders. this may allow up to ''A reductiarr in the amount of Daravair 1000 required Concrete Mix Adjust merit Entrained air will increase the volume of the cartrrele making it necessary to adjust the•mix proportions to maintain the cement factor and yield.This may be accomplished by-a reduction in water requirement and aigregate content_ compatibility,With Other Admiktuees and. Dispensing Equipment Batch Sequencing A complete line of accurate atitornatic dispensing equipmont is Daravair 1000 is cornpatible with most'GCP admixtures as long available. These dispensers can be !vented to discharge into as they ire added separately to the concrete'Hit In'aoneral.it is the water ilne..the mixer.or on the Sand, recommsndeci that Dart*10(10 tie added 10 the coficrete mix pear the beginning of the batchsequ ence For optrinum perfnrmance, Specifications pielerably by di 4Ailing"on ilie.sarid,nitro-No', equenCing my he Technical Bulletin T11,011(1. Admixture Dispeilsgr Dischorge Lir. entrained air The air contents-in the concrete shall be determined .ccot(an gird$6:pencfng or Con4ree fiatchiria OperahOns far by the pressure method.(ASTM Designatlon-C731),or vaforrietric further recommendation's. adi:^Oveir 1 006 should not in aided .method (ASTM Designation C17,3).The air-entraining admikture directly to heated Water- shall be a completely neutralized rosin solution.such as Myopic 10130,as manufactured,by GP Applied Technologies,or equal.arid Pretesting,of the concrete MIX slibuid performed before us% CUITIptri with Starida' rd lac-at-ion Tor Air,7E.-itraining Admixtures as"Iditi°45-and n'*diiat's"-chailge assure wrnP°tiblitY' (ASTM Designation C260);The air-entraining admixture shall be and to optimlie dosage rates .additfon Vines in the'hatch - added at the concrete-mixer or batchintpiant at approximately; 4 sequencing and.concrete performalce.Please consult your GCP to 3 lb s(30 to 2CD mt.?100 kg),of teinent.,er ni.such Appliedlechnologies rePresentativefior guidance- .quantit lei as to give*thesOecifbcd air contents. Packaging&Handling Daravair 1000 fS-avalialble In titilc'd4itertd by Metered Wik,.trickiii totesand drums Daravair 1000 freeze at about,30 °F(71 °0 entraining praperties are coMpletely restored by thawing and thoiough!riecliarticat gitartori. • 1 •• • . SCP4trEtir4 North AmeriCa Cu.Storrier SerVicet 17B77-4AP-MIX; (1-077-423-5491) • WI Ince eimmr6v,,.-rso rt At II.6tx*ed.itv$1J4 ut.ucrAir.:11pnear+fiNtAl 4i tn.G41).4.01:4):14.tt.;i.6.11?,kileeesi'At tio iht7.1.1p44 41S1 VC!' rho....ON, ,41.,45 fr!I t d pi%a V.:0,116,:),NCt!rabotp,&ilu9410+4 14 glemer.111R4firiaorcitfittrk 61-kg:A only'titroi ilfspte41 Iv!.6 Oa 6611dirgila, !ctxm.6redlq..., q Pr PdrOCK Urly IL 4 NPAIITIolj..p.e.y,..poNi„Li,,dyfilit,cr 4,th t!Or!r.14i . 1, P Tom 1.19nv p!.nvar trb alr idctS0V46.1',,,24/6'MT‘' vl1/4...t.crsqty,:aw PA IT, thili 'd,P•ilal Doi h PrIP PArd orn)rooblA 0.191R.IMIn d& COL.1111^‘,141.4rdqth t OP:11 1.4.1:0,14 Vretithr Lra €44,5vNilmfAtr:i?.r.,,,r4pri Irirn*Iroctix Orivroivq4 , iND tr4F. 1 ar rutip.4+4,Rue MA JT,I u if,Gnu. 1P,rogit%Cal lir, P.1•, vaoita z. g CP applied technologies State Atgust 13,2021 Qualified Product,List „ Contractor Product AnforniatiOn Contractor: ;REg).11WCKING Contract No cAp- 0:0065 'Sub Contractor r iTYr0;01:EkgeiRlp Data: 0143,g1 Bid item: ,05.06.1111 Manufacturer:'GCP Applied Technologies Formed WR. Grace anc Cor4jibuiy. VantOtivertM- Produa Name: WRDA 64 Standard Spec: c.,Odijr.pte•Aderilkiiii-a TY:46 D Water-Reducing arid Iiitardiri Adrrii*kurea Product Description : !Auld.water iaducitigisat Oetardidg',admixture for concrete: Type JY Product Restriction-: Accepfeete Code-: sb Code Description :Acceptance Is by field verification and the retaining o the Concrete eicidoor;!$. Certificate of Cordpliance indicating the product and dosage of tfilkaderitXtuit•dadfdtrei to the concrete mix design. last Updated : Aug 2 ,2019 To be ctirrOleted by the field Inspector: Qeentityt Verified Byt - 0 Pate: •, _Ad GCP.WWI Teckmoiuires Scp cusionide:Servie4 621i,VhItternw kienua 4qq 'caritrftiga (21,40 1-67,7?,42370apj. ppiiedlechn,ologips gcpptrAkin. K.0 Ma(*Ptert. CalportIand: 5975 EMarsiinal Ways NewoOstiO,"WashlUgton 98040, OMR:4Namer cakiOrtlapd Mardi flg,2021 • - This is to terti40.that WitpAlo 041.„a Water Reducer,as Ma'nufact141.44 and supplied by GC ft Aped , Ted.inologlet Inc, s-fortnUlated t9.coltipty wits the SpetillOpticuls,fOr Chemical Admixtures'raj.Condete,-A.STM; C4941 IVO k 13,.0-51-1TO: M194,Type A, WRDA'G4‘as:noi contain eatdum tOptatOitt OOtiipOODOS aS functional Ingredient:, Ctiturida IOnkrnaY be Present In tate ambunts'dmitributed from the.prOcesslisrater used lin nianutacturing. UrsrcerIy R012*-3.Hoöpes Product Development Egineec Gc1)-1411p1,1ed.TedinOcglet preg.10'; ,. — _ - „, . • - . PRODUC-1 DVA S'NEE :240 gcp appited,recrinolo9is WRDA® 64 Water-red ucing ardmixtu re AS I Ni779-4-21,W. an Product description WRDA‘)54 is a pol.yrner_based aqueous.s.oiutior of complex organk:tOmpourids, WRDA 64 is a ready-to-use low viscosity liquid Which is Factory pie-mixed ri gxatt proportions to minimize handling, eliminate mistakesandguesswork.:WRDA,64',does not containrcalCium chloride.and • weighs,approximately10.1 lbs/gal (1.21 kg(L). Uses COrnpatibititirixitli Other AdniiittUfes-and ElattkSequenting .111r110A 64 produces a concrete with lower water content(typically' a% to 10 red.t4tiOn).greater plasticity'and higher strchoO, IA,44pA 64 is CoraFiatfble with rno1 GCPartirifddrn long 4-S is,used lo ready-mix plants;block end-concrete prieduCt plaritS..in oleit'aii added sok** Oe..io.hcrete.s. tiirau.6h,the lithtvoc9.6t-.6n0 Pre st.R5sPiPa'il4rit*Iferevereoncret*is•prciduced Water holding'rank discharge Itna fri.general, r is reedmrnerrded „.. kr that ItifRbA 64-be added to 014 concrete rtlIk"hear the en of the,tIRDA 64 also.performs.especial .well in concrete-containing tly athand-otherpoizolans: batch sequence(Or aptiYntina pelOrinarice,ilfferentsee6encing may'be used if kic shows better Per41nnOilc61 Please see fini$h4buity. c0 Technical 0:u4tiii Tfmrifel,,Armi-gidu0 Dispenser 'Oar& Let Laaptian;wie'SgqiienOrg,for,Concrete flatcitinq ppeMtieriS The cement.paste.cc rr.ortar. in liffiRDA 64 admix_tured concrete. trit further recornrfier4ationi,- has improved trowelabifity. The inlfeermo ef-.trA 04 on thP Pret6fing of the On-Crete'ri*trioUlti be--.petfarrneci befareuSa,as: finisbability of lean rates has beers particularly nolible-sPciating ConditfOns and'Materials Change in eider to assure cempatibility, and tr.'oWeling.. by .irachine-or heed; imparts a smooth; close- and w PZrriiz 40Aite fatgs, addition limes' ft the. bahf tOferance surface. kuencirig.and'crAlcrtt perfairnanee,for t'oritiete that'requires air'entraintont, tte use:Of an-ASTlYi C46tYalin:entrafning agent Addition.Rates tstach as.baravele.or tArele Product lines) 0 reeentrOended to Provide:.sOtable-air void parameters for-,Freez.e-ttew reststae:te, 11 lerJiIki,thte of*RDA 64 is 3-tn6fl OlflriMi5(1.9 it Please consult yaur,GCP Apptled teClipoingies representativ.a. 390 mi./100 ko)or cement.Pretestino is.required to determine ror the appropriate acitlitiOn rate For Typo and Type D petorrnatire. 0P1iirufn.adiiition:deptilds dr1 the other'COr,creite mixture Oacicaging 4.Handling compbriffittiab conditions-,and per forma nee chardOerktiCS. WiZCJA 6415 ayairatte.in bulk,delivered by metered tank trucks. tote1arid:Awns, froite.ar about 28".F •7•2 DC),but will return to Product Advantages WflpA64 strength thawing:and,thorough agitation Consistent water reduction and.Set times Dispensing Equipment - improves perforrnante ConCrete.cOntaining supplementary cemenritidus materials A cOroplele line of accurate. automatic dispensiqg eiluipment is available.WitbA 64,may be introduced the rni..x"on the sand or • Produces concrete ti-At rr.lare'Yi1010blP,easY tP fn the water. place and finish • High'compressive and flural strength-5 • Specifications Concrete,shall be designed In accordance with Starriard Recom- mended Prac6re far Setecting Proparrions for Cotrtere.ACI 21.1, The water-reducinq(or water-reducing and.reterdin9)adinfiture shall be hfR.RA 64,as rnanUfactural by Gb''Aplied Tech nolug(es. or equal. The admixture shalt not •contain calcitm chloride. It shall be used in strict accordance With the manufacturers' recommendations. The admixture theltcmpty with ASTM DasIg- nation C494, Type water-redury(dr Type water-reduclog and retuding) admhaures. Certification of cruopliance ehill be ;trade available ort request. Tice adrrinpre shall be considered part of the total water.The admixture sharl be delivered as a ready-tc-use Iqui product.and shall requilre no mixing a thebatch:ng plant or icifo site: . _ .gcpat.eopl Not])America cOStomer SerOcer I-1377-4AD-MIX/ -S17-423-649'1) , - bV 'U,ILr 11: -!..011.elt rio vcndLsoior,mann at ervinil v£P.12144.71 LN1 1.41a,Lki .14,01,13110 lig['META.:Pizatc ruthil a Tri-^:w.,mrz ntri'147 Oa.%s'I.Ca'Vc IL"Ids.,111[414 COMP.k.4,,r. Ilf.t.-0-rKrJr.11P0a.1.1=x1;ELIJEkd tr,U.MI e.l.4011:117. Tarfforwalati=lis, kiiiouirov4 olcrxbd lue'uny awl**0,4M or-42,p•,1/4 tri arX)r•rt, 44IM 'VIC*, IFIL31 Ca t,..4 40)114.6p r rI' n.koi iti cn..14,,a..t 4:-.1) Tccintics.A :PhAvx.1,>4 q‘balriarohrl [hp my,tionp Mt. Tifittir etarrs.310 CI • 171 CrVeq-,.1010 rd..CP Is.10VIC»..M1-11.L...:11rrAlgt ftWlys,/, • Fcf,Aign;tir It MA I -.. Motto:A 1•46Tht,rydr !,13, 114..24 Of,10.n[0111,14 t%11 01,1loA,Ca1144 IX.Ica. Gcvma?, CIST.-7,i14-1110 applied technologies- .. ,• , . National Ready Mixed Concrete Association qi Certificate of Conformance For Concrete Production Facilities , I - . . . _ ! __ __,_ THIS IS TO CERTTYTHAT Erie Plant 282, Seattle, WA CalPortland Com-- -- --- -- sUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted -- Amend & Resubmit has been inspected by the undersigned licensed professional -- Rejected-See Remarks requirements of the Check List for Ready Mixed Concrete P IMPORTANT NOTICE:This review inspection date,the facilities met the requirements for prod'. does not relieve the Contractor from responsibility to comply&conform Central Mixing with Automatic Batchl with the Plans, Specifications.and Cementitious Materials, Aggregate, Water, Contract Documents. ,. ...1.. ' 40,1 . .0 r..tyi --(ii,t 'Gray.&Of00791115, inn. * lr ;',. poic. 1 . 1 I( ',. a • f vvy • 43 . By: MB CONSULTING ENGINEERS Date"9/27/21 4.,.. • ' 0 Ik. . Signamrid Or LICOS03 rrinessionai engineer Qit 1;366. 4i, -S' c• v.. 44vbiZomi,41Lvtart Hay 21, 2021 July 10, 2023 (Seal) Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Ofeck List requirements and will comet promptly any deficiencies which develop. .-- (_ natore of Company 015cial Tide of Company Official NOTICE:The Chock ListeassissonVeatplealsollosasalancssry iy tca arad.clom oi secrete eon prow,apompe Cardamum)(die concrete INN WM speaker:Oa isqiiiniali ismi be maim,by1MINIMepecton mignon accordant oh sake vagrant'. lee certicale lo tig:MINIM Rudy Mimed Concrete Amodille OM iladklial liii Mo producew tacitly mamas 0 die ronwornonto of Ito MRsACA CAM/0 of Mbildeanceve Proak.caon Fecilif Oct.tiodotto Pocroducdon of muse of lis orticate may mod in,sal scSan. i Plant ID l•8025113 Certification ID P: 27627 C 1965,1992,ani,3002,21936,307,2012 National Reedy laud Cencreto fautociallen 61 Camel Caster Plum,Wit 211111•Nexandria •Virginia 22314 . .. National Ready Mixed Concrete Association r( Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Nikko Plant 291, Seattle, WA CalPortland Cor---'"'''" SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit has been inspected by the undersigned licensed professiona - — Rejected-See Remarts requirements of the Check List for Ready Mixed Concrete! inspection date, the facilities met the requirements for prod! IMPORT ANT NOTICE, This review does not relieve the Contractor from responsibility to comply&conform Central Miring with Automatic Batch with the Plans, Specifications.end Cementiiio , Materials, Aggregate, Water, Contract Documents. 7 t ,• k-'0ii WAS:::•, ;- 4.,jAl.„,_ ............. - - , 47,,; r.,_/ cimycoNsuisrLoatiorimen:40:INEERs p inn. 4* ,-' i.- .•4 f:7e. ",' 1 '? i'' ' " 1 ' ,.Q.) - L li ' 6 By: MB Date:9/27/21 .. k 4, 4 •:d• May 21, 2021 July 10, 2023 -vv. t„-• ;,-,..1.11- (Seal) Inspection Date Certification Expiraticm Date This company will maintain these facilities in compliance with the Glee*Litt requirements and will correct promptly any deficiencies which develop. t)t7.4VVO kl)ii, A ie4()Q0...- , ilr of Company Ofticisi Title 0 f CompanyOfficia NOIICIC:Ma Did Waft:aft ant/1W asait Wise Olt itillabdorf kr NI;reductor,of COWeir"Aar Fdapaskpapsiled. Caiskrmarcedas comb aill soedfIcaloniaquismonls must 5.wild by anal Sepscilan methods in accordance wit'sake apsaroula Thacerillere es:steed try Il atant Riad),hiked Co=eh Associalion on refit:46r tot the;reductor Noisy corium's la air aquamusikl alba NRUCA Corkin o Ready Mixed Ccomrs Pnxkctor Factiias CC3 Lflauthaizsd reproduction of risat of In owalicate wymaritslagalssaut Plant ID 4: 802510 Ccrtificsation tD 4:27634 C 1965.1992.2001,200Z 2006,20e7,2012 National Ready Mixed Concrete lisindation 66 Canal Center Plaza,Sute 250 • Alexandria•Virginia 22314 5754020 Aggiegate Smote Apraval 1:Oport. Au. tal 117; 645$=TA 5trliaTteganApcittatibrt WSDOT MATERIALS LAB 0570020 Aggregate Source Approval Repatt Owrtu it tJr..;Q: •- 1125EC::: icr'u 4-5: 444rilic!, to UL2C1'in7 la LYING EAST OF'itAgtAGAO Sicticri TiON,Irak, County; f-le,nan Rernatks: r p2flI2 Ss:114150i 'Tdit Dot*:69/14/1019. Ot;!:,1 0,9,01N235724 AtisbrpUrm:4.03 ApplirOt SP,G4:2.806' 00110p,'G. Zies Bulk Sp,G.2742 • Deg:51- !-A04 .0 irk:0; vg0,A51.6 frc6 irt 7in,Ekare Alt 2a1401 AP. sen6KiariCArtiv§larite 135Trair5IledliAiitirffrigs ertrntSur*trit14ie rostild surrieirti Key StOin Churl Seating To dOiir-rie .Gratili1,9403flrir Fouliplaiii,Coss A NM C111w•Courses H14A Wearing'daiir.0 kigirlatiOcirRoc F4660016 Ile!last Az:74CItPrmt tx;t4 rravx11 LO122,oeiforrrra0 i Reff...T.sOry, 49rivz:Tat.--4.ta Cancrati:1 [r6,triate; 1.04;itzot1 07441i4r1 0;4(4? /..61 ougg AS1V-14 Day:0.35 0 n .Yeat 0;01 CCA Absemilleti:0.0, 6CA•Sp.e,2.71a PP0I-.41 FCAAbsorpilani'.1.5d FCA,Vmanlas:2 EGA Sp.4:2..461 LA:14 15CE:!(-AsR ktikKr.e..grICI:11/2414Z93:2 CurrEntiv'orwroved r6e:' tociso&mai?Aggregates „Fine-pm:irate Aggregatrit Atte:ob;15. tStLt.fld t eriorrned zra 0=44-1,.:ar/.ACC:It#inci". iced bc rioernr,r1 45!1i ,.'1,•try plIztti-nr5Wili anti:,for Rae!:WI '-sion tvJ Sccarr Pruz-.4el1tsri: Tei; Dal=: prawn,f2D, APLSP.a 8ur Sp.G.(SSD)t Bulk Sp.G.: CO: •LA: ri,ermarIcs; ‘,94:57 Avpr:AKKI:car: QthMrySpa1 kfrap, flak for Emslori and'ScdurPrillOtOn hitris:/(www.wsdat.wa.goifiblz/matAS/VAGAReparkdrIT7Plirik4030 mo°425 1/2 •. 5/5/2020 Aggregate Stucco Approval',-,;,1!orL Rot*,lOr RockWalta Stone-0•27.900 Ztroprabed Asifrogato-sT Data: 0/11/2019 romtruljoo Date: 1i.^/1.144 Absorption:0.9 Apparent Sp.O. 241- liulk,Sp.G.(SSD):2.761 'Belli$P.G:2-709 Dors 61 LA;14 Reworks; Curreotiy Antral:1f ler: 6meambedAggregato Grf.rot 13,orrir.v tcr truciorral 6Ottli WW1= Twit Dote; 1.011LI20 ExpirotWii Date: 10/1.1/2124,1 Burt Sp.C.(UN2.764 DO9 0 LA:14 eroorfis: For e oavotitrXic relneorcener.t jrai i mt-zti i Øprior ta plecornent,Fo7 rnerelF!e ainfervortentp tlio- nrovel be rrev.i0oll For.p11,.resistiVIty,4othJe ,one sulfotTs. ptior"LI plecarleor,if rho eirsistiwItr of the lindFll mot#i4i c[Watt or emmect5 5,000 olvn-cro, the'specified clitorldo xJ trrnIts reo'y be,,414(14,e. thi...-etig,%icato,souirelios-vailob re Rizolity,odditicbtaltortino, may b©reepAlred.Ceritazt Lim r/otflOnukf,tet„oriefe r-'n5fric. r or the Stow Gi:-.iutzzlinieal 6nw.grie,:r for Otrzetk.11. 'Currentlyi Approved rail Gravel BoirowinrStr Earth.1011111s ALL orimatirr RUN MATERIALS: Project Foal/fear may request prelfroinary,samples but4g5rega1;Source Approval Is not fleOulred: AGGREGATE MATERIALS NOT REQUIRING_ASA APPROVAL.: Aggregate for Gravel Base 9-01,20 Grovel.BackfillforfaundatIon Class`01-03.12(21B Gravel Backfill for Was 9-034(2) Gmynt Raokfili tar Pipe tone-i3addlng 9-03.12(3j Gravel Baclffillfor Draini.9603.12(4) Gavel Iloolifin for Drywalls 9-013.12(5); eacklilifor 5aes1 Drains 9 r03..13 Send Dralnimo Blanket 9.13.130) Gravel Sarrow.943.14(1) Select Barrow 6,03.14(2) Common Borrawr 903.14(3) Native Nteto or ItenchE4idcfill9-03.,L5r Foundation Material ClaSs A and B 9-01 V Foundation Material Ctos C 9,-03,18 Bank-Run Gravel-far Trench.Backfill 5-03.19 Coranereial Concrete Aggregate 6-02.3(2)B htlpst/Avww.wedoLora.sov/ez/inals/ASAYASAReport.cfm7prefixmXSpit nrA125 212 1, •• 1,, * Mankeig$00T P6,4,is-g-izi Manke RCojrcés 5110110,1WA*1584 ' .. . CALPOR.TLANEr . , CONCRETE-FINE AGGREGATE .. _., . PraFedute Gievarlrest ?Wiga Unit ciP ...„ gG , E P117 Wa.qh I.a4 (#20917uta) 9:60, ,1!/6 Cl 2611 Eitirl*ItCa kfAaabri(01060)! 0:3i. 01293 'Alkali SIlIca FlaacgartiC1293). ' ,..04- pit°. g.riiP 2 1112, /Clay I.-imps/F*01p Kilides •000, z' 1.11 chori tootvoiop, i'v,.00 ry; II 13. c640.1initei c 46- ,!io. Ti la 1..91,!0 perilty140qte01 , oil°, ch T113 :Ehala 0:Pci Y4 ti.b Wad 'MOO, ,?A . . -. . ..4fgaityr p,cogcl-. .car.40,. Niiti ei.iiqa .Dliteit)coc0/TectirliT Samices&tarawy , munkgf.WOO P1114.Pa*-1'S' . ... . ,-- ';• ' Manke Family OPSOUIXOS 1E1C IP*IAP!i.P8584 CALKIFMANIT . , coNcRE:rE,;po4a$EAeGREpATE 1%dd:du Fel, 030,f,Tst •Ayeya6e ,t,itilt CNCP.ETE AGGREGATE -017 Wish Lost F200/75un).; , 0,20 I'S, -51 0 ci Alkali PittO ROOlon'(b120) 047, C1293 Af101S16 ii*ii ),( 1Z 04) -'. . 0.03• 'c,:+19 Prliatilq: I • Till Cray,ijnItiotiablepolotiet 11.,-.007. % T113 .c ( oriv,.v.tio) 0,0, cs -,i-i,,6 .,9*(u..4-01 '0,09. • 1113. liziw Detisiiif Mate:ria cii,o-o cro 1113 efrOt.ii .040 4.1, 1113 `',i/041.ii 11.06 Vo . i'ionajuto Vi:044 -C.Ocg/ NiirTifilite CJIqqo Cti !iTethnica!eqiviOs 111101* • • Washington State 7APDepartment of Transportation Request for Approval of Material Contract Number I F.P,_rib, SRDate CAD-20.065 Section 1 Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC TOTEM ELECTRIC For WSDOT Use Only RAM# 050A . PE Jse Oldham Meleriil or Name and Location of Fa ntllor.Manufacturer cc PII Number Sp9dficalon PEIGPL Code hdgtrJDPL HO Use ' No. ProduttType Reform:* Cede 85.04.02 LOOP LEAD IN ADVANCED DIGITAL THOMPSOTI 9-29.3(2)E 3 STATION,TN 85.04,02 LOOP LEAD IN FALCON FINE WIRE ROCKWALL,TX 9-29.3(2)E 3 LAKE 85.04.02 LOOP LEAD IN CABLE,BENSENVILLE,<L 9-29.3(2)E 10 NOT ON WIRE BRADY WORLDWIDE.MILWAUKEE,WI 9-29.3(3) ROM MARKERS 3 SEE TOTEM'S SUBMITTAL REVIEW RESPONSES ATTAClIEU I._ Protect EngineerfRepreserttative t Date State Materials E'gineer/Reprosentatrve Date r i v 11/16/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory i Acceptance Criteria:Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into Project. Acceptance Criteria:Mfg.Cert.of Compkance for'Acceptance'poor to use of material. 41)-cceptance Criteria:Catalog Cuts for'Acceptance'prier 10 use of material.Catalog Cut Approved Yes No •. Acceptance Criteria:Submit Shop Drawings for'Approver prior to fabrication of material 5 Acceptance Criteria:Only'ApprOved fOr Stupment',WSDOT Inspected'or'Fabncation Approved Decal material shall be used. 16. Acceptance Criteria:Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria Request Transmitted to State Materials Laboratory for Approval Action. B. Source Approved: Approval Withheld' Submit samples for preliminary evaluation to. pproval Withheld• Cable shall meet IMSA Specifications 50-2 and 14 AWG (min.) .Miscellaneous Acceptance Criteria.Remarks (PE): Remarks (HO): This form shall be completed prior to submittal If this form is not compete at time of submittal it may be returned for information that was omitted. DOT Form 350-071 Revised 0312021 Protect Erigneer Oietrrbuhon Contracle Region Operations Engvwar Fdoriralim Inap.mm Heaton Maler-a% Stale Maisada Lab,US 47166 "WAI' Washington State L; Department of Transportation Request for Ap revolt of Material Ice*ad Nitrides, -- OR Data iCAt}LF4is Sudbn/Tile d AOKI Can OUVIILL AVE ME t ' C0 e0lot $ccc-era:tor !REED TRIIC EJ b CAYATRIG,INC TOTEM ELECTRIC For MOT Use Only RAM S 050 PE lie Bo Son helicalce Nora eeolxattit'ofFiamilorVinhitewtvASweat SpecRwast o_..Ft. .Of HlL1'J1-t 401.1ett m pr00arre Rama _� cam Nj 4101 SPXLE ADVANCED DIGITAL.THOMPSON ll-I9.3(2Y11 ~ coriovciott SFA'TKIN,TN . 3 _, R3.00.o1 SINGLE rALCON FINE WIRE,ROCICWAu.,TX 9I97(:FAs 3 CONNDUCT'OR • R�D4.0! SINGui SERVICE WIRE,PHOENIX.Al - 9 KJ I CONDUCTOR3 ' b3.0101 ITtAFPIC FALCON FP I'WIRE,ROCK WAIL.TX q. 3 SIG AL _ 1 TRAFflC ADVANCED DIGXO Al.,Tllr)IbIP4()N 110401 SIGNALSTATION,TN �"'3- 3 1IS.D4 01 TRAFFIC LAICECABL.E.ILCNSENVILLE.IL 4'4!(218 $ SIGNAL I ` 1i3_W.01 LOUP LEADtN ADVANCED DIGOAL THOMPSON y:9.3Q11Loop FATI N,TN 10 10-21-21 Lead rss i}4{II LOOP LEAD IN'FALCON FINC W1RE.ROCKWAL"L.TX 9...-9 It 10 In is for relocated LAKE CABLE,BENSENVILLE IL • Push Buttons - 83•0+A1 LOOPt�DIN 9.29•,)(21E 10 please re-review Id OI POLEA ADVANCEDDGITALTHOMI'SON y-2yaliw attached BRACKET STA HON.TN 3 POLE& FALCON FIND W1RF.ROCKWALL.TX .— !S pJ 01 BRACKET )49.3(21D 3 fI3.0i 41 POLE A LAKE CABLE.VALPARAISO.IN t t--Zy 9�1D 1 BRACKET 3 ION, 9mm dBMII MitentleagneviRteretentoie riip_i___ Acceptance Action Codes for use by Protect Engineer and Stab MelRrials Laboratory I Accattimttce Coins Aooeetanoe based 4pon-StIsticlory' rap Royal Jar movies or u emss:0 09 it0orporaied into ret,eet 2 accerAwre crime ludo cal or co y.ar r_*tar Ilcsawitippi pax to we al ms,ttnm cAcceotarce CowsCauca Cuts tot'A:rnp--re.a poor to use at mate matecli Climes Cul Apptcwc i O tic AeroeW+ee Color* 8u0nsi Mop Qriwrry.'rs'Aporn•trr poor to hbrkal rt Of firelenal S. Acceptance CMOs Oren'A001010e4 Tor Snc.r,'i .",SDOT Suwon'or'Floticasors Approrad nocat rteutnM vise to uaee 6 ACCeplince Colas,tr&Arnn CaddreWr d Mtaterris i MO di to p,0 ct FPg/tew trace. T Ace.carve Cowls.Reaueei iransntlid t0 Stale Valeta*Laharetcre t r 4ppn•,a'Art,on 3. s°uraApprOved 10-21-21 - Tracer Wire will be 9. Appovat WitIMtold, warns sow:*ro'Prtr°mo.ry e•.,?KAnvt rePPolwelW4Mdd Where wiN Loop Detector cable be used? submitted with Integrity Fiber I- IM leanocui Accep.ance Qicn7 R,'T,,Y�• 'rEI Y Submittal rR Q s Please provide submittal for yellow#14 trace wire,per Special Provisions 8-20.3(18)D Please provide submittal for PVC marking sleeve, per Special Provisions 8-20.3(8) 'Trt,e farm!N o be come tied wed to stet..,t,. it i•.. r- I 71.74 cortpr a Al rrry of 3u0rtMli'R fray tie...turned tot iNjttriest t"'a"'ie wino,-' 10-21-21 -Wire Markers aren't on t 0r Fenn AttwiTi "^ima03 t the ROM, however, please see Pryod Fnpn.8 Ob4Nttulon Caro►•M rb&VOWS I Hranu■..anseam Room trn..u. Owl b„r,...,, 44 4 attached CI PL 8 cut sheet Phone (253) 383-5022 Fax(253}272-5214 ELECTRIC Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE-WIRE RESUB To Titian)Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-7 2207 Inter Ave, Suite A Spec Section No: Puyallup,WA 98372 Submittal Number: 7 Phone No: 253-841-4837 Date Sent: 10/21/2021 Fax No: 253-841-4816 Type: Original Submittal tbarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Return To Jane Romito Status: Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No:253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes WIRE Please return submitted items by 10/2812021. Signed By: /0,044. -10uVio. Dated: 10/21/2021 Jane Romito Purchasing Agent ..-„Washington State llonnirtnniont neTranennetn,‘,... August I.L 2112 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.02 Manufacturer: Advanced Digital Cabie, Inc. - Thomp_aos Statiu, TN Product Name: IMSA 50-2 Standard Spec : 9-29.3(2)E, Electncal - Conductors -Two-Conductor Shielded - Detector Loop Lead-In Product Description : Detector Loop Lead-In Cable Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the Job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field Inspector: Quantity: Verified By: Datit: LOOP LEAD-IN CABLE 9-29.3(2)E LOOP LEAD IN IMSA Specification 50-2 Loop Lead-In Cable 1.e p• it''',ISpccifcnliony Color Code Put-Ups lfbldvbor S t10[d`TneJ Capper Shielding-A J 1 ��qqk end Reel, j, perAS7A 9�.R 33 Jacket-P01 11 P81r Types) 1.000',2.500'.5,000' R t, InithaPE Wimp,18 AM-..0X^PE lldl s-! OV Mr r�r,wwo�r Free 16 A* -090'PE tet RBtltle-7PC es Cal„cur urn tapir data tleu Wary mpi.uo- d, 14AyK�-.0r�3M0'PpE� lb Vertu G M wwr, as I borerb 12 Ale•.033".L ._.._... . / r ! OIITa Mfi 110N811AL MOW i MUM Hamiss D D- Its,..1 1 M' 111111 soar► WM men 1740 18 t .030 .762 .8N 7.26 21 s717n 111 2 mg .792 .128 e.14 d 874,U is 3 ,ate .712 .401 MI 78 •�^ nv:c __v ^+ uaece+nu 9;s:-. IS I AM .7112 .!!t 7At a Cable Identification IMO 14 I 090 Al Al M3 n Indent print on jacket mat 14 7 .tw .Nt .AN late lot -AUVANCtU UIGI IAL CABLE 8AilR 14 3 0!0 .7111 - the 1/1/ YYYY IMSA 50-2 600V" '. .'^rW Harr Year of arlan fact.Mer Well u 4 AN .7e1 .M4 4411 173 I7 1 I2 I 33e 762 356 684 76 l SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted _ Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. *36 Cxnidr I&ORhort kc, In . CONSULTING ENGINEERS By: DRS Date: 11110121 rt.nMamr�nn centanod or t+s apecaicaeun:a a'ar,grl to be wed a a yade n podUct oelectan m,7 ot bowed to the reeet le ADC has made erur Mgt to snare Ma data 3soah+above ts sccuate al tha tom r»ruticsom Ms,pecnkaecn%s.ipact to comp ryi,ne rnhout rxlk• OADc 8 Phone: (800; 343 2579 • Fax: (828) 389 3922 • www.adcable.com uavAr4Lita JISr;Ai 1..419.1 4.1L ,,,,Washington State n..............,�..r'r.....�.,.,....:,,., August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CA -2o-0B5 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: r3�.t)4.02 Manufacturer: Falcon_Fine Wire and Wire Products, Inc. - Rockwall Product Name: IMSA Detector Loop Lead-In Cable Standard Spec : 9-29.3(2)E, Electrical - Conductors • Two-Conductor Shielded - Detector Loop Lead-In Product Description : Detector loop lead in cable: IMSA 50-2 Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2O10 To be completed by the field inspector: Quantity: Verified By: Date: . . 9-29.3(2)E LOOP LEAD IN I .. , .....-,...‘.. IMSA 50-2 ..- ...':.titl. FALMI1 XIX NW Product Description:2 costthctor tinned copper wires conforming to ASTM 8-3 before insulating.Insulated with polyethylene(per UL 62,ASNI C33.1 -except for the cold bend test shall be mimic 55CC), Twisted together with an overall aluminum mylar shielding tape around the conductors with the drain wire outside the tape. Jacketed with a high quality sunlight resistant polyethylene compound Riled at 600V Ink jet printing Use For use in traffic signal last/illations,suitahk for conduit installations in wet or dry locations. ,•;- • I.- 1 p,N AWli a C OND b.ritA:s.i.) prif.K.,,Lss Jr* ;, •, : ---. I ., . NN 98021250-2 12 sli 2 19(TC .030 .030 .365 98021450-2 14 -., I 9/TC .030 .030 .340 98021650-2 16 2 191 f C .030 ,03.0 295 9802 1850-2 I it 2 19/TC .030 030 .280 SUBmITTALT re nominal in accordance with industry standards, r cock and State specific specs Available upon request. X No ExceptiorliMia-Elk-Cr Voltage 600V Temperature 75°C Make Corrections Noted Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans. Specification,and Contract Documents. Oft Clramy Sr Claborinue, hie:. CONSULTING ENGINEERS By: DR Date. 11110/21 . .. e . — FALCON FINE WISE.AND WIRE PRODUCTS.,INC AMOR 210 I DISCOVER Y 11 LVD•ROCKWALL,TEXAS 75032 2 I 4-771-344 I• 972-722-9168• Noma%itc*sol.com ....Washington Siatc August ii.20?I Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08.13-21 Bid Item: Manufacturer: Lake Ca .Q, LLC - Bensenville, [L Product Name: Detector Loop Lead-In Cable Standard Spec : 9-29.3(2)E, Electrical - Conductors -Two-Condictor Shielded - Detector Loop Lead-In Product Description : Detector loop lead In cable: IMSA 50-2 Product Restriction Acceptance Code : 3101 Code Description : Visuary verify the product delivered to the job site Is the product that+was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: TRAFFIC SIGNAL CABLE - 9-29.3(2)B AKE CABLE, LLC WHEN DELI VERY MATTERS... 529 Thomas Drive, Bensenville, !L 60106 USA - Ph: 847.238.3000 Toll Free: 888.518.8086 Fax: 630-860-5944 TRAFFIC LOOP SIGNALING CABLE TYPE IMSA 20-1 DESCRIPTION: Specification covers multi-conductor unshielded cables constructed w',th stranded bare or coated copper, polyethylene insulation and an overall polyethylene jacket for signaling applications rated 600V, 75'C suitable for use in underground conduit or as aerial cable supported by a messenger, for installation in building raceways (not including trays), either as fire protective signaling cable or as traffic signal cable in wet or dry locations and manufactured in the USA in accordance to the International Municipal Signal Association, Inc. - Specitication 20-1. CONSTRUCTION: 22 • 8 AWG stranded, bare or coated copper conductors, polyethylene insulation, fillers as needed or required for a circular cross-section, a clear mylar tape and an overall black sunlight resistant polyethylene jacket. LakePart AWG/ Conductor Insulation Jacket OD i Cable Weight Number Strand Count Thickness (in.) Thickness(in.) (in.) (lbs. /Mft.) 1M201143/7 14 (7) 3 0.025 0.045 0.358 77 �j IM201145/7 14 (7) 5 ~ 0.025 0.045 0.425 114 iM201147/7 14 (7) 7 0.02.5 0.045 0.462 149 1142011410/7 14 (7) 10 0.025 0.C60 0.615 224 1M2011412/7 14 (7) 12 0.025 0.C60 0.635 260 IM2011420/7 14 (7) 20 0.025 0.C60 0.762 416 NOTES: 1. Primary Color Code: per IMSA Specification 20-I, Table 5.1 SUBMITTA .REV ttiVnum cable lay length: Standard per IMSA 20-1 able print legend shall be applied by "Indent Print"stating: No Exceptions Tak E CABLE ASA 20-1 600V (YEAR OF MFG) "Roils" Make Corrections Wk. terials used In the manufacture of these cables are Rol-IS compliant X Amend 8 Resubmit Rejected-See Remarifd.SPECIFIED PARAMETERS ARE NOMINAL AND SUBJECT TO VERIFiCATION IMPORTANT NOTICE. This review does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and Contract Documents. Cable shall meet IMSA Specifications 50-2 and 14 AWG(min.) GroLy&O19borne, CONSULTING ENGINEERS By; DRS Date: 11/10/21 ;:;Washington State Tln.+. -trnornt nf'Tronrnrtreotinr, October 21,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 10-21-21 Bid Item: Manufacturer: Brady Worldwide, Inc. - Milwaukee, WI Product Name: Omni-Grip, PVC Sleeves Standard Spec : 9-29.3(3), Electrical - Conductor - Wire Marking Sleeves Product Description : Pre-printed PVC wire marking sleeves Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 8, 2015 To be completed by the field inspector: Quantity: Verified By: Date: 9-29.3(3) gu Buy PRODUCT, WIRE, CABLE & INDUSTRIAL IDENTIFICATION s I .SUBMITTA D.com ,� X No Exceptions Taken j , y Make Corrections Noted ' . i t Amend&Resubmit Good HOW Campus „1!tlr PaMang Gale#3 I it IC I I I IC1 I I I _.a Rejected-See Remarks ��aa4 ... i Ill 11 HI I I IIIIl II 1 sg IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and 3 Contract Documents. *51110 .: Gray lir Osborne, hie. CONSULTING ENGINEERS s y. DRS Date: 11/16/21 High-performance labeling solutions 4 ii i oil ... ,,a, ► for the harshest °'�"` environments ir . .at, , . . ' +,{ if i itl, / i .' , 7 Aill I) �_ mar �- "t -' ( A-__. __ "� % L - PermaSleeve® Wire Markers B-342 PermaSleeve® PS Polyolefin Wire Marking Sleeves Ab B-342 PerrnaSieeve PS Polyolefin Wire Marking Sleeves are a 3:1 heat-shrinkable wire marking sleeve that tits snugly around wires for identification and protection_ <. These fade-resistant and flame-retardant sleeves have an operating temperature of-67°F to 275°F(-55°C to 130°C) Meets Specifications: *SAE-AS-2305315 "t •SAE-AS-61531 •RoHS compliant i •UL recognized , "e erNo •• Tested per: 04 •ASTM E162 rl+r 3 / / . co p40 m t ° PS - S SidedPantingreatefour 3P t1r. dd Riming d B-342 PermaSleeve: CIS Use these steps to create a sleeve 0023 ,110 ate as a12tt o vs = iff 0,048'-O.110 die. 221010 gauge specific to your needs. • 187 = 311e' 0.d82'-0.150'die 20m 10gauge 2578 . 114- 0.tX4'-0.215'die. 16 m 8 gauge I. nlametes : mo - 3,e- ales-a o cia. t tax) 580 1(1' 016T-0.450r rye. a to 1 gauge 750 = 3f4" 0250'-0.700'ctia. 8 to 410 gauge Example catalog number: loot - 1- 4.333'-0950'de 2toIM0'dui. 3PS - 187 - 2 - WT S - 4 1580 . 1-1/7 0.5C0'-1.e01Y ate. Na Product Diameter Width Color Noll Pure STEP 3; 150 = 1-t?stennwadi Oer SIFntln MHO. 2 = T slava idm Stand rdWas Spacial Or&CM7,01 wit Crew your own: 5 i f tr i WT.Mete e_ plt Pfmk 3 — — _ - ,. ._._ c:%it). ;' fJar WI a'illy Product Diameter Widdt Color d 11/ t Pleas o+ranft Nana,Fe/s eN forsrardardquantity,eater-6.' t -- Outface! -- 3 1 E P t=' Ii sleeve diamela is 094-25 Nail p!v Yabevediumela 6375 Standard=2.S0O Small i51.sot air Stdrdwd.1,030 Sean(S)= askew(Ranee isee 50f Standard=5O0 Srmall(St=250 �� Printer Compatibility Ribtxlnaeries Isledgnrteisr50-1500 Slandal=250 Sinai(SI.100 (D 8radmyPrsiter 17100 R4300,R4502S,R5at100. \/ PR Plus Printer R8600,R67t70 1 mavtev0e sire rs s1 0, BBP'a72 Double Wee Pnrtler STEP! iii Ames..eQMeesieverainBcVIIIettanadn*Pkp . Br&dyP1 rrter aS 100 and IP Pe:Per 2 . is lit ro create 2 pieces printer acceptableler Sleeve S - Sleeve isnittocrania3pieces size 125 and larger """" 4 = Steetre is slit to create 4 pieces Emote 7'sid 'At WARNING:Cancer tmon.,P65Wa ninge.ca..gov Prim RiObans page 1488 r�� Adaterot Guirre»264 198 It. UFO is#!• WHEN PERFORMANCE MATTERS MOST' PermaSleeve® Wire Markers B-342 PS PermaSleeve Wire Marking Sleeves: Use the table below to browse standard white sleeves or build your own on page 19B. 1.5" Sleeve Width, Single-sided Printable Printer Compatibility:i7100,PR+,BBP72. i5100 and IP for size 125 and larger. Recommended Ribbon Series:R4300,R4502S,R5000.R6600,R6700 G1#108# Color Sleeves Approx. Range o1 Wire Diameter Supplied Dia. Recovered Dia. Recovered Wall NanoMune Width Per Roll Wire Gauge Min. Max:. Inch(mm) Inch(mm) Inch(mm) bell NW) • PS09415 .Wr.s Whie 500 281e a C. (0 6)-0080(2.0) 0.094(2.4) 0.024(0.6) .024(0.6)*.003(0.07) 1.5a1(38.1) ' PS-094.150.Wr Neste 2,500 2810 20 0.023(0.6)-0.080(2 0) 0.094(24) 0.024(06) .024(0.8):.003(0.07) 1.530(38.1) ' P$.125-150.WTS Witte 500 22t016 CIA46(12)-0.110(2$) 0.125(32) 0.047(12) .020(05)*.003(0e7) 1.530(38.1) ' PS-125-150-WT While 2,910 22 t016 0.046(12).0.110(2B) 0.125(32) 0.047(12) .020(05):1103(0D7) 1930(38.1) ' PS-187150 1$ Whll* 500 20to10 0.OB2it.6).0150(3.8) 0187(4.7) 0-082(1.6) 020(0.5):CO3(0.07) 1.500(381) ' PS.187-15044 White 2.501) 201010 0082(1.8)-0.150(3.8) 0187(4.7) 0082(1.8) _020(0.5)*.033(0.07) 1.5004381) U) v�r ' PS25 .150-WrS White 503 18to8 0084(2.4)-0.215(5.5) 0.250(6.4) 0.093(2.4) .025(0.6):.003(p07) 1.502(38.1) ' RS-2504504g White 2,500 1810 8 0.094(2.4)-0.215(5.5) 0.250(6.4) 0.093(2.4) .025(0.6)*.003(0.07) !500(36.1) L ID • PS375.150-WTS Who, 250 12104 0,125(32)-0.320(a 13) 0.375(9-5) 0.125(a1) .025(0..6):.003(0.07) 1.500(38.1) • P$375-150-WT Mite 1,003 12104 0.125(32)-0.320(8.13) 0.375(95) 0.125(31) .025(0.6):A03(0.07) MOO(aa 1) via fp • Psr00.150.WTS White 250 8101 0.157(41)-0.450(11.4) 0b00{127) 0.167(4.7) .025(0.8):.003(007) 1.500(38.1) X • PS-500-IS0.WT Mae 503 8m1 0.187(4.a).0.460(11,4) 0500(127) 0.187(4.7) 025(0S):.1300(0.07) 1.500(38.1) •A.WARNING:Cancer vvww.P65Wamrnge.ca.gov i 0 V M 111 s ewscr ----- Technical Data Sheets Available .-� -c-- r...._ Technical Data Sheets for all Brady label = "" a+4 - - ��1�1�� materials are available online at: _-_--- --- W BradylD.com/TechData -� _ �""� ""-' • L_ ._ _ � -=...�___ °' fa CD a Print Ribbons page 146 Material Guide page 264 BradyCanada.ca I BradylD corn I BradyLatinArnerlca.com 199 Il .. Washington State 7.V.410 Department orTinnsOCErtaliOn Request for Approval of Material coatrad Number PA!knot& •..SR ' Dale CAI-204105 _ _ Section/TN of No)gt.• COualy OUVALL AVE fiE :1(ItiO Gantlet:or - ----- Sititcothra.atof - REEDItiOCISINE ti EXCAVATING-,INC TOTEM ELECTRIC For-VMOTAlosi9 Only . RATI1#.i:050 - . . (=!E VW WO age 14,1crial at Mop and La:c-r licit offetuicalarAnlactocrer Fil Number ratIcn ?mi.CO:a Httatitgll. HO Use , •. • _ .- *Nct - Fiddttenct PCfhialP - - Goal_ i $11k1G.LE ADVANCED otorrAL TfiDtvIPSON • ils.a4.o1 - r - • ° - 9--a30)Al CONDUCTOR STATION,TN -- . 2)4I 85.04,.„, MINGLE FALCON FINE WIREAOCKyM111.,TX 3: ''''' dONDUCTOR 8S.E144t S1 (312 Sgr(Vtai ww.ilt 11-10ENIX,AZ' . 9-29.3MAI: 1.''. CONOLICTIOR 0,..„ .‘„ 'TRAFFIC FietWONTINg-WIRF,,,RC_CKWALL,TX 9-729.-3.00-, • D"'"V ilaiSTAL, , t .' 13h, TRAFFIC' ADVANCI:DOIGITAL,THOMPSON ;,.• . '" SIGNAL STATION.-Tilt . . .TP.AFIC LAKE,CABLE;DENSIENVILLE,IL "1"i sia4AL. -*29.3c2)Eili 1'..- -- . . ... 1 4pVANCEO PIGITAL,THOMPSON - 1 SIVI41, Ltki?LEAd_114 STAI1ON,TN FALCON FINE IM,ROCKWALL.TX- 0,29-i(2)q • ,1 O.: - . . . .. 85.04.01, LOOP LEAD,IN.LAK2 CAPIA'BENSI:NVILF411- 9491(20: , 10'. . . ,POLE*. ?TiNtANCEDDIDITALi THOMPSON .1 . • SrATION,iTN_ 9.729341 • .6POitALE.citer& 'FALCON 11)11E WIRE,$00.‘3VALE,1X p 9..2ft..1(2 3 - , PDLEA LAKSZADLE,VALPARAISO,IN 85)34411 soAcKer pod eig k-le0Repipststklatly# ,-------". L.,•_/.Q.,7_,_._ Mateo.— St& !sEejinecAliep•rwRigalea D41".3127121 - Date ,.. ACOOptaftS Antioii Codes for use byProjectEnineer and State Alleteirlats Laboratory 1. AcceOlarce Uteri*AG9ciptince tend tnion ISaharo6torsr160 RepottroisatOples or rnateri,'31s-to it'e*Iticapkilettl into Ocject. .,Z.,Acotilapf.e Oriterlei&Ira',cert,..a•compian.pa for,p,toopt-iiice pitr to trxidr,imocrEal. ' ' . _.. -j• • -. kp;Acceptance gnionaz Otag Cute fer'ArdiDepieneee Oct ta era or rn.Virit-.4t.,Celclaj etit ApOraved.%C:). tti,o .:- Acceplapos Othello-.StibmitShoit Diaviings for'Appiatig•Ow to fabrimiion of matetio1: S. AcCeptEince Ortt-e0;Only'Apinitoed ktr hJ,trineitr,'INSDOTInEPcateit ar'Febrfajtinn Approvcrl Dora material be used. Et A;,coolortce Cater*:Siibrolt CellifitaLl of Ettotettols 0401 tO Notect Etylirtaer Orate. •7'. AgceMance Grtieria:Room YreastrizetRo-Otate witOrioro.faiioratitt fsinint Act:01, 8_ SO011ieAfi'pr*dt ARpreval Wilithefd: Si.ibrhlturyete6frair r)itlritteOr:y0eleetien;*. :•:,,2_ C)ApOttili,e1WItpild: Where will LOOP.Detector cable PlisvAaToilliia1103.•Pr.i§iii,04=01i4'. . - ' . I'..:::' - - ..-'. -:'1:..., --•- .• - - -. - . - • • -•.- 1— - • 'FOY,. :,,:..':. ..". ..-.....'..1.."..:... ... .-..:.. L. .,.•....f.- ,,t. t.. :,' -• - -..,1. - ':;•.:.7.•-'-'' -'. -- .- ' '---- g.. :_- .:.' i .`.....• - • (Hot • :: Please Provide submittal for yellow#14 tia6a•wire,.pbtsliercia!Previsiens:840.30 sip . .. • . . • -- Please'provide submittal for I /C:roarkinssioevoi.por,§-kale!-Provisions•:13,49040i , ,. ;,,:. ...-.% .: f-..! .. .7). .".: •.L ,,.1,." , , 1. ., ...;,, .:._:, ,-: .;, '..,.•...;.',... .:.,-L.:,,•..,,;,r''.:4:•''',:-;....rt.'.... :,r3.:.:r.;:..:.:.,i.:::''r-..,, , Ttltajtatiotatte)bp.oantfiete.cl prior'to'atitialittat Iritho foto/is-1*f tlimpOto at time ot tuarninan it may - : - • be returned for thlotinatfon that waeolnitlefic DOT FoktoSooli Sevfsed032021 Nticetgotivicr 0#,itibt,03n cocithatrr KuOtPlat,,,Wws Evinur-c kawratitili4:PeCInn otooli Nair** Staid Miimiais t7atz,MS 47'04' Washington State rxzkr.0•0:411,ompf_ormr.mpiroN#Ilyit6na Avis1,13,2021 Qualified Product List Contractor PrOthictInforniation Contraator: REED TRUCKING Contract No: CA0-20-065 Sub Contractor: TOTEM!ELECTRIC natig ca1,3-21 Bid Item: *04.01 Manufacturer: Advanced Digital Cable; Inc - Thohipsori$,Stationt TN Product Name: Current Carrying:.Single-Conductor Cable 'Standard Spec: 9-29,3(2)A1; Electrical-Couducters-',SingleCoriduOtor Current Carryirt9 Product Description : Current carrying single conductor: Type XL0-.RHW atid Insulation rated USE product Restriction ; Acceptance Code: not Code Description : Visually verify the product delivered to the job site is the product that was originally submitted oy the COntrattor:and approved from tile QPL. Note'RestrIcidontr when present. Last Updated : Sep 13,2016 To be completed by the field inspettor: Quantity: Verified By: Date: SINGLE-9-29.3(2)A1 • XLP USE-2 OR RHHIRHW-2 - BUILDING WIRE Cross-Lkiked Polyethylene Insulated 14 AWG - 750 MCM • 600 Volts • 90°C Dry and Wet DESCRIPTION Bare Copper ADCs USE-2 is Insuated with chemically cross-inked potyethylsne reulebon. APPLICATIONS LU Appropriate for use in general purpose wiring for Igt�tutq and power in reeidenhal.commercial,and industrial buildings.Suitable for use in Crlow ieakage circuits requiring a 6eiec114C conetart'of 3.S or less. / XLPE Insulation CONSTRUCTION Conductor=Annealed stranded bare copper per ASTM B3.Class B Stranding per ASTM E 8. C. Mtwblior ct emicaiy cross-Inked polyethylene Z✓ Colors: Black,Green White.Red.Consult factory for other colors CI .� INDUSTRY LISTINGS&STANDARDS ` UL Listed as XLP USE-2 or RHH HW-2 per Standard 44 and 854 J _____ aaAacnrna ICEA S-95-658f91EMA WC-70 Federal spec A-A-59544 D90•C Wet/Dry-4Crt Rated CABLE IDENTIFICATION Gasoline and Oil -GAS a CO C111L)FIW90 1000V Listed Sunlight Resistant-SP 'ADVANCED=ETAL CABLE.INC. XX ANC Direct Burial XLP 90C I-40C►E197262(LL)TYPE RHH OR RoHS Cornpilant RHN-2GRIISRORUSC-2 OIL RESIIDR BUR 600V cIUL)RW901 KV---RoHs, 14 AWti tfrgtrgt+417 Awl VW-t SWAM*ups,request c 4) Flo LISTED USTED Cable Data IaAlastw NAG ;iH9r *WWII,rMONNE Wind Arr+ailmale farce eve eaaarer I OW OM! Not Newt WM' 314 11 7 41 .11r 72 12.1E 312 12 7 41 .sin _ 3o TM 310 I0 7 41 ,110 45 SLIM e 7 N .214 73 Sim 306 e 7 se .XI 107 `Wall 300 3 7 SO _ __- 332 `� It 7 SO .4� SUBMITTAL REVIEW xt 1 >t so no X No Exceptions Taken alto la ai _533 p a 3020 vs iseo s>3 Make Corrections Noted 3030 -- ------_____._ a.. _ Amend&Resubmit WO le so .625 — 7m AO Rejected-See Remarks 30250 aro te 30300 IMO NOM NM 37 300M01t 37 !1 .J11 IMPORTANT NOTICE: This review 30350 N0" 37 does not relieve contractor from his it) 14a0`90 100 a7... 06 AM to comply&conform 33600 Ili Mal 37 JO _. __ solos NO RCM et 1111 UVwith the Plans, Specification,and 3750 790U)l 41 to3 1211 Contract Documents. lab Station, TN in„enewtrleissseance ws0emit.NMuaa01NI11wltslsat4 Gra 8c0.bornre,him cairr-tionpsonsalit na made Mel evert to amen�tei data steer*ow a ammo at ire SINd olis ls.This lemMl/e i Y at Y PHONE: (800) 343 2579 • FAX: (828) 389 3922 • CONSULTING ENGINEERS By: DRS Date: 9/27/21 ..•:.,Washing:un State ref'Tr-n I.•1r August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85,04.01 Manufacturer: Falcon Fine Wire and Wire Products, Inc. - Ftorkwall, TX Product Name: Single Conductor Current Carrying Standard Spec : 9-29.3(2)A1, Electrical - Conductors - Single Conductor Current Carrying Product Description Current carrying single conductor. XLP-USE 2 insulation, Type USE rated for 600 volts Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions when present. Last Updated : Jul 5, 2011 To be completed by the field inspector: Quantity: Verified By: Date: IS 1NGLE-9-29.3(2)A1 I XI,PE/USE-2 FINISs Product Dt seriptioe:Single-onducku wire,insulated with XLPE,sunlight resistant,rated at 912°C:wet or dry.600V, I000V Construction: Single conductor cross-linked polyethylene Type USE-2,flame retardant,VW-1 moisture resistant,RoHS, sunlight resistant,temperature rating 90°C wet or dry, -41]AC cold. Suitable for conduit and raceways installed underground in conduit. 0225USE 14 7/BC .045 .160 IS 0215USE 12 7/BC .045 .180 29 02122USE 10 7/8C .045 .205 44 02119USE $ 7/BC .060 270 75 02 131 1J5E 6 712C .060 .309 105 02132USE 4 7/BC .060 .357 159 —. 02136USE 2 7/BC .060 .412 242 02137USE I 19/BC .080 .481 303 02I35USE I/O 19/BC .080 .520 375 0213SUSE 2/0 19/C .080 .564 465 0213909E 34) 19143C .080 614 577 0214005E 410 19/BC .0130 .670 719 These values are nominal in accordance with industry standards. Additional pages,tinned copper or flexible stranding are available upon request, All colors available with xunlight resistance approval. Standard Color.Black Voltage:600/I003V Temperature:-40-to 90•C Print:(3090194)"AWG"Type XLPE R111I or RIIW-2 or USE-2 600V ni R W 90 10110V(ETL)US"Sunlight Resistant" FTMARKERS Electrical Testing Spot test at UL Standards 10,000V RMS 14-10 AWG USE,USE-2 600V per UL854 12,S00V RMS 8-2 AWG RW-90 1000V Per UL44 CSA C 22.2 No 3x Dielectric teat potential: RHH,RHW,RHW-2 PER UL44 6,000V RMS 14-10 AWG USE&USE-2—Rated Wr direct burial and uncles ground 7,500V RMQ IL/ awr; duct services per UL1354 m sea SUBMITTAL REVIEW Continuity Vertical flame and FT-1 per UL1581,Section 1060 X No Exceptions Taken XENON-ARG ten per 1580,Section 1200 Make Corrections Noted Flexibility at low temperature per UL158I,Section 583 Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply &conform with the Plans, Specification.and 01, US FALCON FINE WIRE.ANU WIRE PRODUCTS,INC. Contract Documents 2401 UI5COVtdRY BLV D•ROCKWALL,TEXAS 750 2 2i4-771-344I• 972-722.9168• laIcomrirv(th )deem Cireay eSE Usehari>,•-. I nu- G NSUL1ING ENGINEER:: By: DRS Date: 9/27/21 • ,._Washtneton State Augur I 3.2021 Qualified Product List Contractor Product information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.01 Manufacturer: Service Wire Company - Phoenix, AZ Product Name: Current Carrying Single Conductor Cable Standard Spec : 9-29.3(2)A1, Electrical - Conductors - Single Conductor Current Carrying Product Description : Single conductor stranded copper wire: Type XLP-RHW-2 and XLP-THW, rated USE Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the Job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: SINGLE- 9-29-3(2}AI Ser vice Wine Coy .1 �j� u'ac t� c cq aldty Delivering service. (Made to the ;.t Ilk /1111 -- ;e. ,.w .: USE-2 or RHH/RHW-2 1 �1 CT Rated Y. , 4 600 Volt Copper I Description: Standards: to Single ampler moducuar.stran1m1 insulated min moisture and ASTM 83.B8 and 13787 pZ neat resistant.chemically cross-linked potyelhyiene Insulaeori UL 44 and UL 854.CEA 895.658T.FMA WC*0 c Temperature rating 90"C in wet and dry applications.Available in C(UL)US RW901kV:CSA/UL Listed colors. GULJ RPv90 600v Application: Federal spec.A-A-t9544 ue Types USE-2.Rtetf/(*IW-2 CT are suitable for use In general For CT GeGasolinee a 1J0 AWG and urger purpose sting applications and may be instaEec+n raceway. • and ON Resistant II conduit direct burial and aerial installtbons where a cab*having 40�rated B flame retardenoe is re UL Direct Bu use in Resistant capriole circuits remorse!.Also suitable epr use in low Suitable for use in 105*C Dry System eaicaga requiring a oleiectrlc constant of 3.5 or less(Hoapiaa Rats Compliant Grade). CSize Part AWG d insulation Approx.. Appros.Net Artpaary' Number or Tlv: Weight 90*C Alert (n0"i tin is) ti a per 1000 le@t(ba.) Writ4t7 USE148K 14 7 45 .183 20 35t i. USE128K 12 7 45 .192 29 401 USE108K to 7 45 208 42 55t USEBBK 8 7 60 .288 68 60 USE8BK 6 7 60 .304 102 105 H USE48K 4 7 60 .352 153 140 U c`I USE3B1c 3 7 BO .380 189 165 3 = USE21 ( 2 7 BO 234 190 USE 18K 1 19 B0 304 220 = USE I4)BK 1/0 19 90 .520 379 260 M USE2A13K 210 19 so 564 470 300 cri N U$E3roBK 3/0 19 - so614 SUBMITTAL REVIEW D USE4A13K 410 19 80 .670 W USE2508K 250 37 9r5 , X No Exceptions Taken USE3008K 300 37 95 819 Make Corrections Noted o Amend& Resubmit USE3508K 350 37 95 .871 Rejected-See Remarks USE400BK 400 37 95 .918 IMPORTANT NOTICE: This review USE50013K 500 37 95 1.003 does not relieve contractor from his USE8009K 600 61 1 t0 1.113 responsibility to comply &conform USE750BK 750 61 110 121E with the Plans, Specification, and 12Contract Documents.Pr,NEC Troia,, roe aM/KwryM Womenon Mr atom mow wlst on sh t&(tl A/J not wand IS wow fa 14 Arita.20 soros ra 12 AWO OOTF 'M dale*Roan r<awaanbw0 WOW toalrFOW einney toleration --- (finny 8r Oimbome, Inc servicewfre.com CONsuLTING ENGINE ER5 Phoenix,AZ Culloden•WV By: DRS Date: 912T/Z1 877-823-9473 800-624-3572 .._ Vashington Suite August !3.202I Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.01 Manufacturer: Falcon Fine Wire and Wire Products, Inc. - Rockwall, TX Product Name: IMSA Control Cable Standard Spec : 9-29.3(2)B, Electrical - Conductors - Multi-Conductor Cable - Traffic Signal Cable Product Description : Multiconductor Cable: IMSA 20-1 Product Restriction : Acceptance Cods : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: SIGNAL CABLE 9-29.3(2)B IMSA 20-1-14AWG _,,, _ Product Description: 2 or more conductors conforming to ASTM 13-3 before insulating lasoiated with PE(pa UL 62,ASNI C33 I-except for due cold bend kat shall be minus 55"C). Twistod with an overall moisture resistant tape rind then Jacketed with a digit quality Polyethylene compound suitable for exposure to sunlight Rated at 600V Indent pi-anted lion-wicking.non-rnetallic moistue resistant filler are used when needed to make round. USE: Cable may he used in tautergrtntnd conduit or as aerial cable when supported by a merseag1 r, or 1a :nsialatron in raceway Ili buildings(not including trays). this cable can be used as Are protective signaling or traffic signal cable. Suitable for use iv wet ox• locations at 71'C li i lilt 1.Nt:SS • . 980214X20-1 14 2 SOLID .025 .045 350 98021420-1 14 2 STRANDED .025 .045 .360 980314700-1 14 3 SOLID .025 .045 .335 9M031420-I 14 3 STRANDED .025 .045 .340 980414X20.1 14 4 SOLID :025 .045 365 98041420-1 14 4 STRANDED .025 .045 .3115 9805 14X20-1 14 5 SOLID .025 .045 .402 90051420-I 14 S STRANDED .025 .045 .426 980714X20.1 14 7 SOLID .025 .045 .445 90071420-1 14 7 STRANDED .025 .045 .463 900914X20.1 14 9 SOLID .025 .045 .51S 90091420.1 14 9 STRANDED .025 .060 .575 921014700-1 14 10 SOLD .025 .A60 370 1E101420-1 14 10 STRANDED .025 .060 .590 9012142(2041 14 12 SOLID .025 .060 .585 92121421E-1 14 12 STRANDED .025 .060 .620 981614X20-1 t4 16 SOLID D25 .060 .660 90161420-1 14 16 STRANDED 1125 060 .700 982014X20-1 14 20 SOLID D25 .060 .T20 90201420-1 14 20 STRANDED D2$ .060 .779 98211420.1 14 21 STRANDED .025 .060 790 482514X20-1 14 25 SOLID .025 .060 .810 ._ 98251420-1 14 25 STRANDED 025 .060 .900 983014X20-1 14 30 SOLID .025 _0110 138 90301420-1 14 30 STRANDED .025 .080 el s 984014X20-1 14 40 SOLID 075 .080 SUBMITTAL REVIEW 93401420-1 14 40 STRANDED .025 080 9$SO14X20-1 14 so SOLID 025 via X No Exceptions Taken 98501420-1 14 50 STRANDED .025 1.10 Make Corrections Noted These values are no na accordancetta in accordance with industry nderdc Additional gauges and conduct Amend Resubmit available, Additional color codas anti State specific specs available upon itquest. Rejected-See Remarks Color Code Chart:4 I Voltage.600V Tem erarure:75 IMPORTANT NOTICE. This review does not relieve contractor from his responsibility to comply& conform - . FALCON FINE WIRE AND WIRE PRODUCTS.INC. with the Plans. Specification. and '2B 2401 DISCOVERY BLVDaROCKWALE.,TEXAS 750 2 214 771-3441• 972-722-9165• falcnnwire poi curet Contract Documents. 1•11.4111i Mk 40) L i rcay 8r Oa:tiornor, Inc. CONSULTING ENGINEERS By: DRS Date: 9/27/21 • 1, Washington State Ilmesafflisel ow•rwr Tr.1•,•••••Aw•I t;",. August 13.202'.- Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08.13-21 Bid Item: 85.04.01 Manufacturer: Advanced Digital Cable, Inc. - Thompsons Station, TN Product Name: IMSA 20-1 Standard Spec : 9-29.3(2)B, Electrical - Conductors - Multi-Conductor Cable - Traffc Signal Cable Product Description : Multi-conductor traffic signal cable Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: IMSA Traffic Signal Cable 9'29 2)B�LE 3 =rec 2C-? Aerial and Duct Cable Product Urxnpins lt♦edieatiaaa Color Cade Chart -•-s But CandwBarrtp esr •B C rr '•6M Color Coed Coder Lead Caler tzaductma. Ilaeletum 1 Black 8 Redtilack 15 014e/Whke PotydrjIouc 14 AWG •025W't-e13u PE 3 Whnc ' Grtrn,'Black 16 Black'R d abJn are aurnofarrnred to martamolaaon,Black 12 AWG - 03/"(yam)FE 3 Red I I) Omar Blatt 17 Whae/Re,O Polyethylene Pew Jacket -PE 4 Grecs 11 BlaeRkck IS Or m8e/Red surreal 1.11J:4;rairrlirres. Specific Stale , Sequesrlloata1e linkage -600V S Orange 12 Rlack.'Mhile 19 Blue,Red OCTclblr4 are ai aitabte Please making TONAL Ruing -79°C 1 RimI3 RediWh se 20 Rcsb'(ireen *a loft for availuta and 7 Wldlerblhhak 14 (I4a�1�1ae rper/J1ratleas. OUTER .IKT NOMINAL PART AWG/ STRAND THICKNESS OD AVAILABLE SHIP NO. COND PUT-UPS WT/1M` INCH CM INCH mm 1702 14R 506. 045 1.143 322 818 23W/20017 RI. 52 AM 14/2 7L021Q 045 1.143 340 8 64 256075000 RL 53 A'_0.', t1/3 SOL 045 1.143 339 S61 25017,10('RL 44 _ cm 141 7/.0242 045 1.143 ISA 9 09 2500/5000 RL 71 4 04 14 4 501. 045 _ 1.141 .369 9.37 230001003 RL 03 1304 14N 7/.0242 045 1.143 390 9.91 _ 23003000'RL se R205 148 SOL 045 1.143 .402 10.21 2500150110 RI, 103 14305 '4/5 7/.0242 045 1 143 426 10.12 2300/3000 RL 108 8207 14/7 501 041 1.143 435 1405 2507/3000 RL 136 1307 1417 3/IV42 04` 1.143 ,463 11.76 200/5000'RL 141 8209 1449 SOL 460 1.524 531 13.67 2500!5000'RL 172 6309 1419 7/.0242 AN 1.524 .569 14.45 250060017 RL IYl 1210 14n0 SOL ,914 I.524 580 14,73 2500/5000'RC 197 8310 1410 74.0241 .000 1.534 _ 614 15.65 2500/5000'IL ' 205 6212 /4112 SOL .060 I 524 997 15.16 2500/5007111. 217 1312 14/12 7/.0242 .060 1 524 633 1433 2100/5000 RL '44 1216 14/16 SOL 060 1 524 660 1676 250015000 RL 2'x 6316 14/16 7/.0912 .060 1.524 702 17.63 25001500/7 RL 31, 6270 14/20 SOL 060 1.524 737 1672 23on1500YRL 3-4, 8320 14/20 7$.0242 .060 1.524 779 19 79 r 2500'/560a RL IS- - 8602 IL'/ SOL 045 1.143 376 9 3S 25007500d RL 14 rn 8702 12/2 705 .045 1.1.3 400 10,16 2500/30017 RL 1.,, ad /NOS 11603 12i3 SOL .045 1.143 .597 _ 10 08 2500/500W RL 99 3 5703 12/3 V 0305 .04S 1 143 423 l0 74 2301r/5000 RL 103 00 137 1604 12/4 SOL 043 1.143 434 11.02 230075000'RL 124 r 8704 1214 7 0 WS 045 1.143 463 11.76 250015000'RI. 130 1 05 1215 301.. 045 1,143 t7± 7 m 2500,M000'RI. 152 OW4215 7/0305 w, 1.143 >" a SUBMITTAL REVIEW 8607 12/7 301. 060 1324 _-17 =.*9 1707 1717 71.0305 1 s a .l , 4.8I X No Exceptions Taken 6609 I2A sot. 060 I"' I.'. Make Corrections Noted 1709 17" 7."'°` 060 1 S24 67a Amend & Resubmit 4610 12/10 Sa:. 060 1.434 _ 6AS -..a S Rejected-See Remarks S710 IylO 7.i Jot 040 _ t r 73 •z4 b to t IMPORTANT NOTICE: This review 8612 a sal 060 132+ Flo ill013 does not relieve contractor from his Het 12/12 7,OW 960 I�4 7s9 i9.� _ . responsibility to comply & conform 6616 12{l6 sal 0r30 1524 76' ywy _ with the Plans. Specification. and 8716 12/16 7,1110' 060 1.524 843 .1 r1 Contract Documents. QIIO t 7.i30 SOL 060 !524 927 :;:- $720 12r20 7/.O3415 060 _ 1524 Sn6 :4 Al310 Grey 8r(,41.. i Inc. e-. Toll Free 1-300-343-2579 . Telephone 928-389.0445 - F4 CONSUL-1'.' - 94 Eagle Fork Road•Hayeswlla North Carolina 26904•www.adva: By: DRS Date: 9/27/21 fel.:Washingtan State Trrar%ertne-tne August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.01 Manufacturer: Lake Cable, LLC - BensenvilleaL Product Name: Multiconductor Signal Control Cable Standard Spec : 9-29.3(2)B, Electrical - Conductors - Multi-Conductor Cable - Traffic Signal Cable Product Description : Multiconductor signal control cable; IMSA 20-1, 14 AWG Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that as originally submitted by the Contractor and approved from the QPL. Note 'Restrictions when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: TRAFFIC EIGNAL CABLE - 9-29.3(2)B KE CABLE, LLC WHEN DELI VERY MATTERS... 529 Thomas Drive, Bensenville, IL 60106 USA Ph: 847-238-3000 Toll Free: 888-518-8086 Fax: 630-860-5944 TRAFFIC LOOP SIGNALING CABLE TYPE IMSA 20-1 DESCRIPTION: Specification covers multi-conductor unshielded cables constructed with stranded bare or coated copper, polyethylene insulation and an overall polyethylene jacket for signaling applications rated 600V, 75*C suitable for use in underground conduit or as aerial cable supported by a messenger, for installation In building raceways (not including trays), either as fire protective signaling cable or as traffic signal cable in wet or dry locations and manufactured in the USA in accordance to the Interriatimat Municipal Signal Association, Inc. - Specification 20-1. CONSTRUCTION: 22-8 AWG stranded, bare or coated copper conductors, polyethylene insulation, fillers as needed or required for a circular cross-section, a clear mylar tape and an overall black sunlight resistant polyethylene jacket. Lake Part T AWG/ Conductor Insulation - Jacket OD Cable Weight Number Strand Count Thickness(In.) Thickness(in.) (in.) _ (lbs. /Mft.) IM201143/7 14 (7) 3 0.025 0.045 0.358 77 ---> IM201145/7 14 (7) 5 0.025 0.045 0.425 114 1iA201147/7 14 (7) 7 0.025 0.045 0.462 149 141017 14 (7) 10 0.025 0.060 0.615 224 IM2011412/7 14 (7! 12 0.025 0.060 0.635 260 IM2011420/7 • 14 (7) 20 0.025 _ 0.060 0.162 416 SUBMITTAL REVIEW NOTES: 1. Primary Color Code: per IA Specification 20-1, Table 5.1 No Exceptions Taken 2. Maximum cable Lay length: Standard per IMSA 20-1 Make Corrections Noted 3. Cable print legend shall be applied by "Indent Print"stating: X Amend&Resubmit LAKE CABLE MSA 20-1 600V (YEAR OF MFG) "ROHS" Rejected-See Remarks 4. All materials used ir the manufacture of these cables are Rot IMPORTANT NOTICE. This review does not relieve contractor from his ALL SPECIFIED PARAMETERS ARE NOMINAL AND SUBJECT responsibility to comply&conform with the Plans. Specification, and Contract Documents. 4115110 C;ray Inc_ Where will this be used? By: DRS Dtc.). 9/27/21 . Washington State Illannerm.nt neTrnr•cnnkr+.1r;,... August 13,202 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.02 Manufacturer: Advanced Digital Cable, Inc. - Thompsons Static. , TN Product Name: IMSA 50-2 Standard Spec : 9-29.3(2)E, Eleancal - Conductors - Two-Conductor Shielded - Detector Loop Lead-In Product Description : Detector Loop Lead-In Cable Product Restriction : Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updabed :Sep 13, 2010 To be completed by the field Inspector: Quantity: Verified By: Date: LOOP LEAD-1N CABLE9-29.3.(2)ELO LOOP #. , IMSA Specification 50-2 Loop Lead-In Cable :: Specii cations Cc1ar Cade Pad-Ups i, .g '*' 4. Ootabo r'818448311.3108mor Slildbil-Pasha CtItr181rcYi Stiffdlyd Pees limati_A18-E,BMI ,Idott- CI PrM'1y01s1 i OOD'.2500'.SA Iwrrwoa• ta-33 m-U3Oi E 11aMaMetMlaaE-tlaor shy imagnorivoit Amy se.ade<aaar taw e.pap caaartjar Wow wow 14PM-.03r PE mur OOP*Cams aaew4roafuwA' I i 12 M6-.car PE _ _._ „, TT- ' PART MS. 1 OUTER.M1T -.T. NQMNAi __ 4 kn. PI >rrcxNEss o.a. saa 1�tir sffiii an m - e210 1$ t AN At raaa s 1/42A 1* 2 A a2 t LIP 84 arm q 9 5N liii IS ILVICH IMIIIIIIIIIIMIIIIIIIIIIIIIINEMI t 17S0 it I • -712 AP 7.12 11 Cable Identification .3► ai7eo 14 I ing 182 333 143 MI Indent print on jacket VOA 1+ 2 A AZ All 1034 UM "ADVANCED IJltjl IAL CABLE YYYY IMSA 50-2 600V"' °IM 14 a OM alNIts4f1 lad Y"M/;nmai^Alai nxar fwfasr 67r1A 14 4 al �4 II 171 u WM It 1 ,i Xi AI 99t 7$ 1 SUBMITTAL REVIEW No Exceptions Taken — Make Corrections Noted X Amend &Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply& conform with the Plans. Specification, and Contract Documents. When will this be used? G.,Ry 8c Osbasrrare, Inc. CONSIJLING 6 Non&EA S By ORS Date: 9/27/21 The corosiold an OS sps410 11en isloloodod*he mend is*woo In paint solugaried labalerieteaaaernea AQC rrs+n.ae ereR1+r1�al boss*In Oda sham ewe* t of'ten tv M r+tdc�an >Paollbdon W dasanar erwart a y Me, hiAfetsies 8 OAI:SC :. Phone: (800) 343 2579 • Fax: (828) 389 3922 • wwrw.adcable.com ,.Washington State rlar.oirerrinritr Trnirivrtnrmtines August 13,202 1 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.02 Manufacturer: Falcon Fine Wire and Wire Products, Inc. - RockwallM Product Name: IMSA Detector Loop Lead-In Cable Standard Spec : 9-29.3(2)E, Electrical - Conductors - Two-Conductor Shielded - Detector Loop Lead-In Product Description : Detector loop lead In cable: IMSA 50-2 Product Restriction ; Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9-29.3(2)E LOOP LEAD IN IMSA 50-2 r 6.0 •... 13T IE Product Description:2 conductor tinned copper wires conforming to ASTM B-3 before insulating.Insulated with polyethylene(per UL 62,ASNI C33.1 -except for the cold band test shall be minus 55°C). Twisted together with an overall aluminum mylar shielding tape around the conductors with the drain wire outside the tape. Jacketed with a high quality sunlight resistant polyethylene compound. Rated at 600V Ink jet printing Ute:For use in Traffic signal iastallauort.,surtahk for conduit installations in wet or dry locations 98021250-2 12 2 19N'TC .030 .030 .365 ' 98021450-2 14 2 19fi'C .030 030 340 98021650.2 16 2 IW1C .030 .030 .295 98021850-2 la 2 19/TC .030 030 .280 These values arc nominal in accordance with industry standards. Additional color codc and State spec tile specs available apon request. Color Code:Blk•Cir Voltage:600V Teaipctatura 75°C SUBMITTAL REVIEW No Exceptions Taken Make Corrections Noted X Amend &Resubmit Rejected-See Remarks Where will this be used IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and Contract Documents Cii+e►y 8r Daborno, ]( CONSULTING ENGINEERS ION FALCON FINE WIRE.ANp WIRE PRODUCTS„INC By; DRS Date: 9127121 2401 DISCOVERY BLVD•ROCICWAI I.,TEXAS 73032 i 214-771-3441• 972-722-9163• ralennwitc toleom nos..•sob ,,,,,,Washington State fl..r.a.+n►enr of TrnnowAkrinttnn August 13.202 I Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Sid Item: 85.04.02 Manufacturer: Lake Cable, LLC - Bensenville, IL Product Name: Detector Loop Lead-In Cable Standard Spec : 9-29.3(2)E, Electrical - Conductors - TWo-Conductor Shielded - Detector Loop Lead-In Product Description : Detector loop lead in cable: IMSA 50-2 Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the Job site Is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By- Date: 19-29 3(2)E LOOP LEAD IN JAIF E CA13LE, LLC WHEN OELIVERY MATTERS... 529 Thomas Drive, Benserro!Ile, it 60101) USA • Ph: 847-238-3000 Toll Free: 888-518-8086 Fax: 630-860-5944 TRAFFIC LOOP DETECTOR LEAD-IN CABLE TYPE IMSA 50-2 IMSA 50-2: Shielded Pair, Polyethylene Insulation, Polyethylene Jacket DESCRIPTION: Specification covers a shielded pair loop detector lead-in cable constructed with solid or stranded, bare or coated copper conductors,polyethylene insulation,an aluninurn/mylar shield with a stranded tinned copper drain wire and an overall polyethylene jacket rated 600V, 75"C suitable far use in underground:.onduit,wet or dry locations, for traffic signal installations and manufactured in the USA In accordance to the International Municipal Signal Association, Inc. - Specification 50-2. CONSTRUCTION: 18 - 12 AWG, solid or stranded, bare or coated copper conductors, polyethylene insulation, fillers as needed or required for a circular cross-section, an alurninum/mytar shield with a stranded tinned copper drain wire and an overall black sunlight resistant polyethylene jacket. Lake Part AWG/ Drain AWG/ Insulation r Jacket OD - Cable Weight Number Strand Strandlnj Thickness (in.) Thic:kness(in.) (in.) (bs. Mt.) 164502162T/19 16(19) 18 (7) 0.030 0.030 0.295 42 IM502142T/19 -Ik-A14(19) 16(7) 0.030 0.030 0.330 58 IM5021721/19 12 (19) 14 (7) 0.030 0.030 0.369 83 Han3: 1. Primary Color Code: per IMSA Specification 50-2, Item 5 SUBMITTAL REVIEW Z. Maximum pair lay length: Standare per IMSA 50-2 No Exceptions Taken 3. Cable print legend shall be appliec by marker tape under acl — Make Correcuor s Noted LAKE CABLE IMSA 50.2 IAWG SIZE)2C 600V 75'C MAR OF WI X Amend&Resubmit 4. Au materials used In the manufacture of these cables are Roi• Rejected-See Remarks IMPORTANT NOTICE This renew does not relieve contractor from his ALL SPECIFIED PARAMETERS ARE NOMINAL AND SUBJECT respcosibdity to comply&conform with the Plane.Specification, and Contract Documents. 43101 Where will this i=ned?.'\.) Gray otir Osborne, Inc. COMULTING eNGINEEPIS By: DRS Date: 9/27/21 ,.0:Washingtoa Stag: 7 rl.•r•.Hm.'.. f of �rn r..`••..r/• 1•.•.. August i1.202: Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAS-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.01 Manufacturer: Advanced Digital Cable, Inc. - Thompsons Station, TN Product Name: Pole and Bracket Cable Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description : Two conductor stranded *10 AWG cable: Black and red Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9-29.3(2)D A VONA Fre, Daoirat Costs Ave. 94 Eagle Fork ltd Hayesville•NC 28904 Phone tttQ0}341.2579 Fax(828)389.3922 PRODUCT DATA SHEET Part Number. 29510 Description: 10 AWG 2 Cond liluminetlon Cable Suitable Appication: Per,and Bracket SUBMITTAL REVIEW Construction Details- X No Exceptions Taken Total Number Conductors 2 Make Corrections Noted Awg to Stranding 19Strand Amend& Resubmit Conductor Matanol Bare Copper Rejected-See Remarks Insulation Material Poyviny►chlonde Insulation/Dielectric Thickness 045• IMPORTANT NOTICE This review Nominal Insulation Diameter xr Color Code See below does not relieve contractor from his Nylon NrA responsibility to comply&conform Nylon Thickness NIA with the Plans, $ ification, and Nominal Operation Diameter N!A p� Tape Material NJA Contract Documents. Ca was WA Cabling Overall I ay NIA Poem N/A Tape Material NIA �artrtisy&c i 1Th , Drain Wire Muriel NIA CONSULTING ENGINEERS Nominal Cabling Diameter NIA Copper tape NIA By: DRS Date: 9127121 Final.tnrarnl Material Poyenhytene Nominal Thcsuw s; 095' Jacket Color Bleck Nominal Jacks!Diameter .840'X.420'in an oval conGgureann KIpcorn NIA Steel t lesaenger N/A Print(iulintor tape) Sequential Foot Marks on Jacket' Yes Print Legend: ADVANCED DIGITAL CABLE INC.2/C 910 AWG PVC 600V PE ACT YYYY •YYYYdenotes wort yeear. Color Cods _ Applicable Standards: Conductor 1 Red IMSA Type N/A Conductor 2 elect ROHS Compliant Yes Customer Name, Date Signed: Customer Approval SpecI lcation Issue Date 03r1012QOv (roc I-rhompsons Station, TN „Washington Stub: flora �t,.,.,. August 13. 202 i Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.01 Manufacturer: Falcon Fine Wire and Wire Products, Inc._ - Rockwall, TX Product Name: Pole and Bracket Cable Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description :TWo Conductor Stranded, 600V, *10 AWG Pole and Bracket Cable Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the Job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Oct 28, 2013 To be completed by the field inspector: Quantity: Verified By: Date: 9-29-3(2)D 1 fr SPEC NUMBER TBD rALcori ?SRI MIRO 449 %Mt 0.41104,1k. Vie DESCRIPTION 12/2 20-10 Control Cable CONSTRUCTION AVVG 12 AWG 7Str Bare Cooper Conductors 2 Primary Insulation PE / PVC Nominal Wall .020 / .010 Jacket PVC Nominal Wall .045 Nominal OD .242 X .394 Characteristics This cable is run parrell and jacket in an oval construction with a sunlight resistant outdoor rated PVC Print: Falcon Fine Wire"year 12AWG 2C 20-10Control Cable [ink jet) Color Code: White- Black SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply & conform with the Plans, Specification. and Contract Documents. 400 Oniscwrun, Inc. CONSULTING ENGINEERS By: DRS Date: 9/27/21 2401 DISCOVERY BLVD. ROCKWALL, TEXAS 75C32 214-771-3441 Office 972-722-91:': Fax li:Washingtan State Treir.4,1wkrtn1;,,n August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor. TOTEM ELECTRIC Date: 08-13-21 Bid Item: B5.04.01 Manufacturer: Lake Cable of Indiana - Valparaiso, IN Product Name: Pole and Bracket Cable: Part No. S800100308 Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description : Pole and bracket cable; Two conductor stranded # 10 AWG cable: Black and red: There may be stock with the old part number: Pole and Bracket Cable: Part No. 09319NKS17 is approved Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: OCT 03 2003 8: 1 411M HP LRSERJET 3200 flitf P•3 9-29.3(2)D Bkg- Lake Cable LLC car 7 2020 N. Austin Ave. Chicago, IL 60639 773 385-8700 Fax 773 385-8770 BID ITEMS 23 24 SPECIFICATION Lake Part to: 09319NKS17 *Par:number for qualm par?oser,only.* Description: LDpuge 2 conductor 19 strand bare copper wire, .047"polyvinylchioride insulation. Overall .095-polyethylene jacket. Fla:construction_600V 0C 1. Conductor 1,1 Awg size&stranding: 10 gauge 19 strand 1.2 Maximal: Bare copper 2. Insulation 7 1 Ntatcrial• Polyvinylchkwicle 2.2 wan thickness: _047" 3. Color Code 3.1 Codo7 Black.Red SUBMITTAL REVIEW 4.ABM=bly X No Exceptions Taken 4 I Lay Length.N/A Flat oonstructioo Make Corrections Noted 4 2 Bide,:N/A Amend & Resubmit 4.3 Shield:N/A Rejected-See Remarks 4 4 Drain:N/A IMPORTANT NOTICE: This review 5.Jacket does not relieve contractor from his 5 1 Materiel;Polyethylene responsibility to comply&conform 5 2 Wall thiaziess7 .095" with the Plans, Specification, and 5,3 Dianietc:Nominal .602" Contract Documents. 5.4 Color Black 404 5 3 W eight 162 lbs/mft Grey&lasiblownee, Loa coNsucrimat ENCNINEERS 6.Markings 600V 60C By: DRS Date: 9127/21 6.1 Type: Non LIL 6.2 Legend per Customer's request AIL MEASUREMENTS ARE NOMINAL Noveriber 5,2002 Wring by:SP Approved by: Revision: Al a. mehrom, mot ficv CIESOOMICOI OM I AMMO) 10 GAUGE 2 CUNrUC TOR 19 STRAND DARE UPPER kdTRE% .602' NOMINAL DIAMETER ,047 Pat rviN YL CHLORIN E INSULATInk OVENAI 1. .091' PcILL1I4YLENE JACKET, 101- FLAT CONS TRLIC T ICN. bYJV 60'C 10 GA. CONDUCTOR 19 STRAND BARE COPPER WIRE 0 N (*) elliakeatek. 4 4. 0}40 04110.40 ce il-or• slAte-4, ,•••• -wow „. Cl. 047' PVC " INSULATION cr .ur apART NumsER Is rij QUOTING PURPOSES JMfv 0; 0 OVERALL .095' BLACK 0 POLYETHYLENE JACKET Lake Cobe, LLC 0 LAKE PART N 09319fastio lee mi.Ea oin 0 le= MLitt MO 1 Irt IOW I• • i._ Washington State IF 0 Department of Transportation Reuuest for Approval of Material Corsa"turner *Number Cab: CAG•20•015 Sedan/TEe el Fried DUVALL AVE RE KM Contractor REED TRUCKING 6 IDZAIMI1112.MC ELECTRIC For WSOOT Use Only RAM 0 049A PE Use 1 8Id Item ~lot hanged Loosened Febtleator,litiaufactor or Fiewakof lalitlfitellen PE/OR Case r4,41,QPI. 0.4::Use No. Piohcappa 3000 WAIR CAL POR FLAND 0 2t2 ERIE,291 NIKKO 85.06.01 642.3(2)A 10 3310 , 4000 WALK CAL PORTLAND 4 282 ERIE;291 NIKKO Luca 1 62,3(2)A 10 3324 1 PLF.A.SIE RENWIR.111R0 W AIR&OMNI WIAIC•IIIIS IS VON REI1X'A RID CAIIINVT NASCS 4000P MIX CAL PORTLAND II 282 ERIE,291 NIKKO 83.06,01 6-02,3(2)A 1, 2 61 il2 4000P WWI CAL PORTLAND 0 282 ERIE.291 NIKKO 8806 01 61 uog642.3(2)A 1,2 FINE 1/SDOT PST 0 MX-r 25 83,06,01 9-03.1(2) 1 AGGREGATE COURSE WSDOT Prr 0 PS-X-125 • 85,06.01 9-03.1(4) - 1 AGGREGATE CEIIENT TYPE CAI.PORTLAND,PORTLkNO,Ott 13.06,01 0-01.2(1) 2525 Ifil LAFARGE,SEATTLE,WA 85.06,01 RAG 9-23.10 2530 GCP APPLIED,VAI9COUVR.BC 113,06,01 ADVA 195 943.6(2) 2250 - DARAVAIR GCP APPLIED.VANCOUVER,BC 10.06.01 two 9-23,6(1) 2250 - GCP APPLIED,VANCOUVER,RC$5,11&01 RDA 64 9-23.045) 2250 15-reject EaglassfRepreeoleve , Data Slate Materials EnolvehReprasentalne 'Dale _ _ 11/22/2021, ceptance Action Codes for use by Project Engineer and State Materials Laboratory Acceptance Greene.Acceptance based upon-Salletsctoty Teel Report for servers of matenals to be incorPorsted into omega ; Acceptance Ceteres Pgfg Cert.of Competent:4e For'Acosta/ow priors)use or folderol see Remarks Or mance Critena:Catalog Cuts lot Acceptors'prior b woof nwanal Catalog Cut Approved Yes No 4, Ampler=Cnteria.Submit Shop Onemego be'Ilaretswaf peer*fabrication at material 6. Acceptance Cntena.Only'Approved for Stewart,%SOOT Inspociecr Of'Fabrication Approved Dec&materiel shall be used a ibacepernat Criteria Submit Certificate of IAal.4a 00pat to PhOpzi Eng•naer Office T Acceptance Cntena Request Transmitted lo State MialerieMe Laboratory for Approval Action & Scow Acproved ApprOW WIthheto Suomil samples tar prefimnery Qmy", itooppowsi withheld Do not use Class 3000 or Class 4000 for BI 85, per S.P. 8-20,3(4) and Std. Plan -135. mhoallanaous Acceptance Criteria Remarks ,(PE) Ilternamis 'MO) Concrete delivery ticket shall show Mill Test Report number for Cement/Slag and ad-mixture product name and dosage. Tint form sham be completed poor to submittal 11 Inis form is riot compete at time at swoliitial i may be fat urneo for information that was matted. COT Form 350-071 Rooms 0.6.2621 Prelso&loran Disinbuean Uonlfarlis Illegicr°grown En ., F arx.01401,Mi0i1C1100 Regan MairrInis Stale hestinaa 1.1D•VS 47,35 . Phone (253) 383-5022 Fax(253) 272-5214 ELECTRIC SINUeED Submittal 4741 — Duvall Ave NE Subject : DUVALL AVE-CONCRETE-CAL PORTLAND To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Number: 4741-9 2207 Inter Ave, Suite A Spec Section No : Puyallup,WA 98372 Submittal Number: 9 Phone No: 253-841-4837 Date Sent: 11/15/2021 Fax No: 253-841-4816 Type: Original Submittal tarquist@reedtrucking.com Method Sent: Email Reason For Sending : For Approval Return To Jane Romito Status : Pending Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes CAL PORTLAND Please return submitted items by 11/22/2021. • Signed By: W Dated: 11/15/2021 Jane Romito Purchasing Agent , . - Concrete Class 4000P andtless40000.ifith-einenti:ainment foilitt 06.. , Washington State " • • Cbricrete MIX DOsign Department of TranSportation, Contra.or. Submitted-By Data. • TOTEM ECTRIC OF TACOMA INC 08109/2021 Concrete •plieg Plant Location CalPortiand ':c. Ouwamish Contract Numb.' Contract Name DUVALL AVE NE,RENtON • This mix Is tcibe,use•1 the follOwing Bird IteM No(s): -, Conefete Class: J ..Class 3000' Iv Remarks: '• MOOT CLASS 3000 CONCRETE MAX SLUMP•-=-.TAIR%745%(+I-I.:4%y . . , • . - Mix Design No. Plant No. 282-291 pementgfpuq Materials Sourc' plant Type,"ClaSs„orGrede Sp.Gr. Lbitcif Cement Asian Cerit '• t, . Type I-II. Fly Ash IDF GGEFS' Conaroto Athturet •Manufacturer 'Product •Est.Range Air Entrainment GCP Applied Technologies. NM&16,00 • '0.1-25.ortettirt WatetReducer „ High,Rartge Water Reducer. . • Set Retarder _ Other Water(Maximum) 250,(lbstcy) is any of the water Recycli.:• er Reclaimed? Yee El No WateriCemen6ilous Retie(Maxtinuin) 0.44. Densitylptik: 148.2/ tbsM .• Design.Performance(Attach Test Data) Average 28-day-compressive strength(psi) 5450 Average 14-bay flexural strength(psi)(concrete Pavement Only) 776 lConcrete Chloride lon•Content(%by mass of cement) 10.02 I. IN Water :43tubte 0 Acid-Soluble Agency Use Only(Check approplratd-Box) O This mix design Meets Contract Specifications and mey be used On the 60 Items noit4" ‘" .:iie • 0 This mix design Does Not Meet Contract Specifications and is being returned for correction - , Reviewed By: PE Signature ' Date L DOT Form 350-040 EF Otsuibe Ordriel Contractor • • Revised a5/2014 CoMes To- Siato-Moterioqs Lee-Structurei Materials Eng ;Regititql MoWlels Lab;project 1q8.0;••.or , • • . , . Mix Design No. 3310 Plant No. 202-201 Aggregate Gradation IIII AASHTO Mombined I NorriIrta1Maxitharn Size(In) - I — ,... Aggregates 1 2 . 3 4 5 , Total • . , .. — WSDOTSource No.b PS-X-125 PS-X-125 _ . . „ Source Expiration Otto LI 10/11/2024 10/11/2024 13-ASR Expansion(WI 1 Year 043 0.03'7 Is ASR Mitigotion Required No No Class 2 Stock Pile Gradlnp C BLD-Sand AASHTO 57 Percent'of Total Aggregate 41 59 .._ Sp etifIC Gravity.(SSD1 2,69 2.74 . , Lbetcy(sad) 1301. _ 1900 Include Percent Passing for each 414Elre9ate cornportent.,In elude Total oily far CoiriblrieriGradatIonS. Percent Passing 2 Inch 100.0 - 100.0. — 1-112 Inch 100,0. - 100.0 - - _ — — . • 1 Inch 100.0 - . 98,8 - - 314 inch 1.00.0 - .770 - - 1/2 inch 1000 - 40;0 - • 314 inch 100.0 - 23,0 - No.4 .100.0 - 6.0 - - . . No.8 .92.0. 0.4. - . , No; 16 68:0 - - - • , • No,30 43.0 - - - -• No.50 13.0 - - - . . No.100 3.0 - - - No.200 0.9 - 0.1 , - Fineness Modulus; 2.81 ,(Required for Class 2 Sand), Proposed ASR Mitigation Mothae' • , - Notes: 0 Fly ash or GGSFS is rectored.for'Class.4000P and 4000P nuss. b Enter data from WSDOT ASA Database,ASR Mitigation Is rectitred.for sources with14-day expansions greater than 0,20%.No mitigation Is required If the'I-year expenSfortis 0.04%ortess.Proposed mitigaltan methods far14-day expansions greater man 0,46%require ASTM C ;567 tests provingtnat the method is effective.See WSOGT Standard Specificaton 9-03.1. c Stoclipite•gradation:A.A.-9Hr°No,467, 67,.67,7.ei WSDOT Class 1;Class 2;or corribined•gradationstocitpile sizes.See WSOOT Standard Specification 9-03,1_ d Attach test results indicating confanance to Standard SpeCitication 9-2S,I. DOT Form 350-040 EF Revised 0512014 , • . Cli CALPORTLAN a Concrete Mix Evaluation Report AC1 318 Requked Average Strength Mix ID 3310 Number Of Tests 28 Mix Name 6 0 SK 3/4"AEA(45/55) Average Strength 5450 psi Design Strength(fc) 3000 psi a 28 Days St Dev 741 psi Required Strength(fcr) 4240 psi 0 28 Days St Dev(Modified) 748 psi Comp Acceptance Temp Air Strength Strength Moving (Concrete) Slump Content (7•Day) (28-Day) Average Test Date Mix Lab ('F) (in) (%) (Psi) (Psi) (Psi) 12/05/2019 3310 A.A.R.Tasting 71 4 GI 4C0C 5190 01/0612020 3310 Otto Rosana,& 71 5 5.4 4.11C 5450 Associate. 01/06/2020 3310 Otto Rosinau& 70 4 5.5 4570 57211 5451 Associate. 01/07/2020 3310 Otto Rosenau 8 59 4 5 4,5 4140 546U 5543 Associates 01/15/2020 3310 Otto Roseriau& 55 4.75 4.3 4340 6050 5743 Assoceites 01/15/2020 3310 Otto Rosenau e. 61 5.5 5.1 4470 5610 5707 Associates 01/16/2020 3310 A.A.R.Testing 56 5.5 4240 5480 5713 01/31/2020 3310 Otto Rosenau A 82 4 5.6 4370 5890 5660 Associates 02/27/2020 3310 Otto Rosenau 8 82 4.5 5.4 4790 6010 5793 Associates 03/1212020 3310 Otto Rosenau& 62 4 4.8 5020 6100 15000 Associates 03/2412020 3310 Otto Rosenau 8 72 5 6 3610 4910 5873 Associates 03/27/2020 3310 Otto Rosenau 8 64 5.5 5.8 3940 4920 5310 Associates 08/25/2020 3310 Otto Rosenau 3 65 5 4.8 3340 4340 4723 Associates 08/28/2020 3310 Otto Rosenau 8 76 4.5 5.3 3870 4990 4750 Associates 09/23/2020 3310 A.A.R Testing 88 4 5,4 3420 4030 4453 09/30/2020 3310 Otto Rosenau 8 74 5 3.7 3770 4590 4537 Associates 10/07/2020 3310 A.A.R.Testing 78 4.75 5.1 3200 3930 4183 11/19/2020 3310 A,A,R,Testing 66 3 75 4,6 4300 5720 4747 11/19/2020 3310 A.A.R.Testing 65 4 25 5.6 3510 5250 4967 11/24/2020 3310 A.A R Testing 69 4 5 5.3 396C 5190 5387 11/25/2020 3310 A.A R Testing 60 4 25 4.1 4560 5910 5450 12/1412020 3310 Klazan 8. 80 4 5 4.9 4750 5340 5480 Associates 12/1712020 3310 Otte Rosanau& 65 4.5 4.1 5090 6080 5777 Associates 12/29/2020 3310 Kia4an 8. 61 4,25 5.4 4590 6350 5923 Associates 01/04/2021 3310 Krazan& 60 4 4.7 4180 5190 5873 Associates 01/05/2021 3310 Krazan 8. 62 4 5 5.6 3930 5190 5577 Associates 01/25/2021 3310 A AR Testing 6' 4 5.6 4850 7410 5930 01/26/2021 3310 A.A R,Testing 62 4 5 5.4 4970 6290 6297 Concrete Class 4000P and Class 4000P with air entrainment for BI 85 All lir 7 Washington State Concrete Mix Design Department of Transportation Con .ctor Submitted By Date TOTE ELECTRIC OF TACOMA INC 08/0912021 Concret upplier Plant Location CalPortla Inc. Duwemish Contract N .er Contract Name DUVALL AVE NE, RENTON This mix is to be u- in the following Bid Item No(s), Concrete Class: 1 Class 4000 IV 1 Remarks: WSDOT CLASS 4000 CONCRETE MAX SLUMP=7.5"AIR%=5%(+/-1.5%) Mix Design No. 3324 Plant No. 282-291 CementItious Materials Sourc• Plant Type,Class,or Grade Sp.Gr- Lbslcy Cement Asian Cern. t Type I-II 3.15 564 Fly Ash a OF DC Alkali % GGBFS' Concrete Admixtures Manufacturer Product Est.Range Air Entrainment GCP Applied Technologies Daravair 1000 0.1-150 oz./cwt Water Reducer GCP Applied Technologies WRDA 64 0.1-5 oz/cwt High-Range Water Reducer GCP Applied Technologies ADVA 195 0.1-25 orkvit Set Retarder Other Water(Maximum) 235 (Ibs/cy) Is any of the water Recy • •r Reclaimed? Yee 0 No • Water/Cernentitious Ratio(Maximum) 0.42 Mix oesign Density (pcf): 149.13 lbs/ce Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 6222 Average 14-Day flexural strength(psi)(concrete Pavement Only) 776 Concrete Chloride Ion Content(%by mass of cement) 10.02 I • Water S. ble El Acid Soluble Agency Use Only (check approprate am) 0 This mix design Meets Contract Specifications and may be used on the bid items noted abo 0 This mix design Does Not Meet Contract Specifications and is being returned for corrections Reviewed By: PE Signature Date DOT Form 350-040 EF Distribution Onginal• Contractor Revised 05/2014 Copes To Siaia Materiels Lob-Structurei Materials Eng, Regional Materials Lab, Protect Inspect. . . • Mix Design No. 3324 Plant No. 282-291 Aggregate Gradation • AASHTO Nombined Nominal Maximum Size(In) , Aggregates 1 2 . 3 4 5 Total ' WSDOT Source No.b PS-X-125 PS-X-125 . . Source Expiration Date ti 10111/2024 10/11/2024 ASR Expansion(%)b Y 0.030 0.030ear - Is ASR Mitigation Required? No No Class 2 Stock Pile Grading C BLD Sand AASHTO 57 Percent of Total Aggregate 41 59 Specific Gravity(SSD) 2.69 2.74 Lbs/cy(ssd) 1314 1920 - _ Miele&Percept Passing for each aggregate component_Include Total any for Combined Gradations. Percent Passing 2 inch 100.0 - 100.0 - - 1-1/2 inch 100A - 100.0 - - 1 inch 100.0 - 98.8 - - 3/4 Inch 100.0 - 77.0 - 1/2 inch 100.0 - 40.0 - - 3/8 inch 100.0 - 23.0 - , . No.4 100.0 - 6.0 - • No.8 92.0 - 0.4 - No. 16 68.0 - - - - No.30 43.0 - - - - No.50 13.0 - - - - No. 100 3.0 - - - - No.200 0.9 - 0.1 _ - Fineness Modulus: 2.81 (Required for Class 2 Sand) Proposed ASR Mitigation Methodw Notes: a Fly asn or GGEWS is required for Class 40000 and 4000P mixes e Enter data from WSDOT ASA Database.ASR Mitigation Is required for sources v4111 14-day expansions greater than 0.20%. No mitigation is required if the i-year expansion is 0.04%or less.Proposed mitigation methods for 14-day expansions greater than 0,4.5elii require ASTM C 1567 tests proving that the method is effective.See WSDOT Standard Specification 9-03 I c Stockpile gradation:AASHTO No 467,57,67,7,8:WSDOT Class I.Class 2:or combined gradation stockpNe sues.See WSOOT Standard Specification 9-03 I d Attach test results indicating conformance to Standard Specification 9-25 I DOT Form 350-040 EF Revised 05/20 14 , . cP CAL?ORTLANO' Concrete Mix Evaluation Report ACI 318 Required Average Strength Mix ID 3324 Number Of Tests 30 Mix Name 6,0 SK 314-AEA 4VRA ADVA Average Strength 6222 psi Design Strength(Pc) 4000 psi§28 Days St Dev 703 Psi Required Strength(fcr) 5140 psi 0 28 Days St Dev(Modified) 703 ps Comp Acceptance Temp Alt Strength Strength Moving (Concrete) Slump Content (7-Day) (28-Day)Average Test Date Mix Lao CF) (In) (%) (Psi) (Psi) (Psi/ 09/13/2019 3324 9:' 5 5 6 5700 6820 12/05/2019 3324 _ 4.3 6300 7770 01/06/2020 3324 4 5.1 5570 7090 7227 01/08/2020 3324 0') 4 6 5810 7250 7370 01/15/2020 3324 Otto RoseneL& 60 5 5.6 4860 5960 8767 Associates 02/04/2020 3324 Otto Rosenuu 6 60 5.5 5 5720 6720 6643 Associate, 02/10/2020 3324 66 6 7 4780 6590 6423 02/19/2020 3324 59 6 5.2 4480 6200 6503 02/26/2020 3324 66 6 5.5 5430 7050 6613 03/10/2020 3324 64 6.5 5 5020 6460 6570 03/13/2020 3324 60 5 4.7 4560 6640 6717 03/19/2020 3324 64 6 5.8 4210 6240 6447 03/2012020 3324 Otto Rosenau 4 62 4.5 6 7 5420 6860 6580 Associates 03/23/2020 3324 7/ 5.1 4890 5920 6340 03/24/2020 3324 GO 3.5 5.2 4690 6280 6353 03/2612020 3324 66 5.5 3600 5550 5917 04/15/2020 3324 70 5 6.3 4310 6650 6160 0412212020 3324 70 6 5.5 5310 6520 6240 07/15/2020 3324 63 5.5 5.5 4010 5100 6090 07/17/2020 3324 76 5 6.1 4640 5680 5767 07/24(2020 3324 73 6 5.5 52C0 6320 5700 08/05/2020 3324 79 6.5 6.1 3890 5360 5787 09/14/2020 3324 A A.R.Testing 77 6 6 4160 5000 5560 09/14/2020 3324 A A.R.Testing 74 4.75 4.7 5210 5930 5430 09/14/2020 3324 A A.R.Testing 78 6 4.6 4680 5740 5557 10/07/2020 3324 72 5 5 4.5 4460 5230 5633 11/20/2020 3324 A.A R.testing 57 5.5 6.1 3550 5430 5467 11/23(2020 3324 80 5.5 7 4760 6220 5627 11/27(2020 3324 A.A.R.Testing 65 3900 5210 5620 12/02/2020 3324 66 5 59 5610 6870 6100 . . II& 'Concrete Mix Desigr Fr7ri `r")•tealValiri'lrgrii:nntTir.4'ernspottation . .., _ .- contractor Submitted13yi Dale TOTEM ELECTRIC OrTACOMktfit _08/0912021 Concrete Supplier plant Location CalPortland'InP: Duwamish Contract Number - Contract Name DUVALL Ave.NE.RENTON' This•mbi id to be,usedin,the foliewing'Bid Item,NO(s): ConCrate Class:, . _ Class 4000P V . Remarks:. WSDOT CLASS 4000P _ ... . . MAX SLUMP - - &;9" ' MI* Design NO.; 61882 Plant No, 282.291 . _ . DenientitiOus Materials Source Plant Type,Class,or Grade SP.,dr: Lbs/cy Cement Asian Cement - Type MI 3,15 — 6001 Fly Ash.' . . . . ; oF pc Alktiti% GGSFS' Lafarge Cement Grade 100 2.4 110 i .. _ .. . _.. ,.----\ . _ .—/ Concrete Adrriktures Manufacturer' eroded Est.Range Air Entrainment 7 _ . • Water Reducer GCPAPPIled Technelogies WRDA 641/i,- 0,1,5 tafcmit High-Range Water Reducer ;. GCP Applied Te c h ncik*es ADVA 195.'i'. 0.125 ozkVit. Set Retarder . _.GGRAoPlied Techneleeles WRDA 641'' - - (L1-5.o2/cvvi Other Water(Maximum) 267(lOsicy) fa:eny of the water Reol,kiled Or ReCiaTniad? Yes! 1:-.1, NO 111 Waler/Cemetititious Ratio(Maitrinat.a) , 0.38' MIK Design b.ensity(gc0: ._ _15148 _IWO' Design Performance(Attach Test Way Average 28-day•COMprossitre;Strongth•(psi) 8698' ;I Average 14-Day flipitirdl.Oren,*(psi)(concrete Pavement Only) n—I Conorete-Chimide km Content(''Ai by Mass of cement) 10.02' I 1 II Water,SolOble 1-.:1 Adfd SolUble. Agericyll.te Only(Clieck DOpropirate MO, This mix design Meets Contract Specifications and may be used ori the bid items.nOted abo0 El This mix design Does Not:.Meet Contract Specifications and is being,returned forcorrectionS ,ReviOwed.By: -i_7-2 Cr-L_ *-111.24/241: PE Signature Date. •1 _ DOT Rahn 350,040 EF Ellsifibutfon:OrOinol- Conr*Pr R,evlsed-05/2014 Copies To- Staterviatentn Lib-structuan Materials Eng. ;Regional Materials Olt,fireject Inspector . . . , Mix Den Sign No. 61882 Plant No. 282-291 Aggregate Gradation III AASHTO 06omblned 'Norninal MaximirrtSlie(In) I . . , Armiggates 1 2 3 4 5 Total . . WSDOT Source No.b 12S-X125 PS-X412.5 Source Expiration Date b 1Q/1112024 10/11/2024 b . 9,4341 043 1 ASR Expansion(%) t Year is ASR Mitipation Required? NO 'No 1 - Class 2..4? m8H,To Stock:Pile Grading C SLD Sand " • • , , Percent of Teta!Aggregate 40 .60 . . Specific Gravity(SSD). 2.69 LOS/cy(ssd) . 1274 1,905 Incluclo Par4ort PtiasIng for each ildarclirdo comPqn4rit.!pelage Total only for comblnad GradatiOnvi. PerCent:Passing 2 inch 100,0 104.0 - - 1-1/2 inch iomq 100;0- - - , . . . _ 1''no lops) 100.0 . , 3/4 inch 100.0 100,0 , ... - - - .t! 1/2 in - 100.0 10010 , .. - -• 3/8 inch' ioo.cy • 87.3 No,4 i olio,4/ ?o.o - • - - . No.8 92.0., 1.0.'.1 .., - •., No.16 68,0 - - • - No,30 43.0 - - - sae 11 No.sa 13,o• ; - . - ..." N .100 3.0: - - - N0.200 0.9: ••• - - - ' • Fineness Modulus: , 2,81;j(Required for Class 2 Sand) Proposed ASR Mitigation Method' Notes: : ..... o Fly ash or GGEIFS is required lOr utass 4003D and.:IfiliOR mixes, b Enter data from WSDOT ASA Database_ASR MiNation 1p required for sources with'14-day expansions greater than 0.20%.No mitigation is required,if the i-year expansion is 0.04%or less.Proposed mitigation methods far'14-day expanSlans greater than 0.45%require ASTM C !607 tests proving that Ins method Is effective.'See WSDOT Standard Specification 9-03.i, c Stockpile gradation:AASHTO No.467,57.67,7.5`.l'i,..4SOOT opss I.Class 2;or cOmt)ined gradation stockpile Sikes.See WSDOT Standard SpecifIcalion 9-03,1. d Attach test results indicating conformance to Standard SpecificatiOn 9- 'd.I. DOT Form 350.040 EF Revised 05/21114 _ . . . . C..ALPORTLAND Concrete Mix Evaluation Report ACI 318 Required Average Strength Mix ID 81681 Number 01 Tests 11 Mix Name WSDOT CLASS 4000P- Average Strength 8698 pei SLAG 9"MAX SLUMP Design Strength(fc) 4000 psi Q 28 Days St Dev 1054 psi Required Strength(fcr) 5200 osi @ 28 Days St Dev(Modified) 1054 psi Comp Acceptance Temp Strength Strength Moving (Concrete) unip (7-011Y) (20-Day) Average Test Dots Nix Lab CF) (In) (psi) (psi) (psi) 0312712020 61662 63 9 5610 8840 06/18/2020 61882 72 a 8340 08/24/2020 81882 73 8.5 5160 7960 8380 08/26/2020 61882 Krazan& 65 9.25 6580 8320 8207 Associates 09/01/2020 61882 Otto Rosenau 8 72 8 8180 9140 8473 Associates 09102/2020 51862 Krazan& 78 7 5700 5120 7880 Associates 1105/2020 51882 Krazan& 75 8 6530 8730 7997 Associates 11109/2020 51882 68 8 5400 9120 7990 11/09r20'20 51882 ea a 5880 9770 9207 12103/2020 61882 70 8 arzo 9350 9413 12/17/2020 51882 Krazan 8. 64 6 8090 9990 9703 Associates 4111h, IF7AWashington State Department of Transportation Concrete Mix Design 1Contractor Sutmitted By Dote TOTEM ELECTRIC OF TACOMA INC 11/1312021 "Concrete Supplier Plant Location CALPORTLAND, INC, Duwamish Contract Number Contract Name DUVALL AVE NE-RENTON This mix is to be used in Ihe 4:glowing Bid Item No(s). Concrete Class. Class 4000P Remarks. CLASS 4000P CONCRETE INIAIR ENTRAINMENT MAX S.t.IM7' -.9- AIR 6%(+1. 1.5%) / Mix Design No. 61884 Plant No. 282-291 Cementitious Materials Source Plant Type,Class,or Grade Sp. Gr. Lbs/cy Cement Asian Hualien. Taiwan Type I-11 3.15: 6001 Fly Ash ' E1F DC Alkali% GGBFS(Slag)' Lafarge Seattle 111100 0120 2,4 110 , . • Concrete Admixtures Manufacturer Product Est. Range 1 Air Entrainment GCP Appied Technologies '. Daravair 10001 0,1 -25 ozico,, 1 Water Reducer GCP Applied Technologies WRDA 64 1: 0.1 -5 ozfcwt High-Range Water Reducer GCP Applied Technologies ADVA 1951 0.1 -25 cizicwt Set Retarder GCP Applied Technologies WRDA 64/ 0.1 -5 arkwt Other Water(Maximum) 250 (Ibsicy) Is any of the water Recycled or Reclaimed? Yes' 0 No • WateriCementitious Reno(Maximum) 0.35 Mix Design Density(pcf): 148.67 Ite/cf° Design Performance(Attach Test Data) Average 25-day compressive strength(psi) 18836 1 Average 14-0ay flexural strength(psi)(concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) (0.02 111 Water Soluble C3 Acid Soluble Agency use Only(cnot.k A.4.,,opraru Box) : : This mix design Meets Contract Specifications and may be used on the bid items noted above L' This mix design Does Not Meet Contract Specifications and is being returned for corrections ....)- `.. -- 11/22/2021 Reviewed By PE Signature Date on 7 F0711,4 3so-o40 Distribution:()fluvial- Contracciy Revised Cl/2020 Copies To-Slate Materials Lab-Strootorvi Maionals Eng. Regional Malarial lab Proosc:lescec1/7, . . Mix Design No. 61884 Plant No. 282-291 Aggregate Gradation • AASHTO CI Combined Nominee!Maximum Size(In) 3/8" AllIMPRas 1 2 3 4 5 Total WSDOT Source No.b PS-X-125 PS-X-125 Source Expiration Date b 10/11/2024 10/11/2024 , . . ASR Expansion(%;b Yaer 0.03 0.03 Is ASR Mitigation Required? No No Class 2 AASFITO 8 Stixlc Pie Grading c BLD_Sand Percent of Total Ag9regale 40 60 100 Specific Gravity(SSD) 2.69 2.74 Lb's/el issd),. 1214 1850 1214 Include Peicein Passing fur each agp mole component.Include Total Percent Passing Total only for Combined Orededona. • 2 inch 100.0 100.0 - -. - 100.0 - - •• 1-1)2 inch 100.0 100.0 - - - 100.0 , . 1 Inch 100.0 100.0 -, - - 100.0 3/4 inch 100.0 100.0 -, -1 - 100.0 1/2 inch 100.0 i 100.01 - - - 100.0 . 3/8 Inch 100.011 87.1 - - - 92.2 No,4 100.0r 20.0/ - - - 51.7 No. 8 92.02. la/ - - - 37.1 No. 16 68.01 - - - , .. 26.9 No.30 43.0i - - - - 17.0 ' No.50 13.0Y - - -i - 5.2 No. 100 3.011 - • - .- 1.2 No.200 0.94 - - . - - 0.4 Fineness Modulo& 2.81 (Required for Class 2 Sand) Proposed ASR Mitigation Method: Notes: a Ry ash or GG8ES Is mislead tar Class 4000P mix. b Enter date from WSOOT ASA Database.ASR Meagan Is niquired for sources with 14-day expansions greater then 020%.No intigation is required If the 1-year expansion is less than 0.04%.Proposed mitigation melhods for 14-dey expansions greater than 0.46%require ASTM C 1567 tests proving diet the method is effective.See WSIDOT Standard Specillaitien 9.03.1. c Stockpile gradation:AASHTO Na.467.57.67.7,IS:WSOOT Uses 1,Clans 2;or combined predawn dockside size&See Ifir8007 Standard Specification 9411. cil Attach test issues indicating conformance to Standard Specification 9-25.1. Cain Form 360-040 Distribution Oriplriel- Ccroirodor Revised 01r2020 Copies lb-Stan MeterIals Lab-Stiodurial Matilifilli Eng..Regions!Meiorlain LaO;Proied inspector •, CALPORTLANEY Concrete Mix Evaluation Report AC I 318 Required Average Strength Mix ID 61884 Number Of Tests 4 Mix Nara* 6.5SK SLAG AEA VVRA Average Strength 9838 psi ADVA Design Strength(rc) 4000 psi fiJ 28 Days St Dew 734 psi Required Strength(Tcr) 5200 psi g 28 Days St DOV(Modified) 734 ps; Comp Acceptance Temp Air Strength Strength Moving (Concrete) Slump Content (7-Day) (28-Day) Average Teal Data Mix Lab ( F) (In) (%J (PSI) (Psi) (Psi) 04/2112015 61884 67 8.25 5.2 6540 936C 07/21/2015 61884 Mayes Testing 70 5 3.5 7050 9050 03/03/2017 61884 Krazen& 65 7.75 5 8910 10540 5435( Associates D6/2812017 51E164 Seattle 72 7 5 3.6 7840 10380 '.1.Ci9C a...Washington State flnn.rfmnrt n{•�•rnrvn.r�f.al�r+.r August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor TOTEM ELECTRIC Date: 08-13-21 Bid Item: B5.06.01 Manufacturer: CalPortland Comp c 4(Ssangysjjg Cement Corp, South Korea ).,_ Portland, OR and Seattle, WA - Pprtland,..QR Product Name: Portland Cement Type I, Type I/II low alkali (AASHTO M 85, ASTM C 150) Standard Spec : 9-01.2(1), Concrete - Portland Cement Product Description : Imported and distributed by CalPortland Company; Distributed from Portland OR, Seattle WA and Spokane WA Type I, Type I/II low alkali Qualified for continued listing Product Restriction : Acceptance Code : 2525 Code Description : Acceptance based upon the cement Manufacturer's Mill Test Report number being shown on each concrete producer's certificate of compliance. Last Updated : Jul 16, 2012 To be completed by the field inspector: Quantity: Verified By: Date: CALPORTLANCE Manufacturer's Certification Report Date: 4/12/2021 We heieby certify that CalPortland Type VII Cement meets the standard requirements of ASTM C150 and AASI-1TO M85 specification for Type land Type II cements Reported arc the average chemical and physical data for the lot. Lot#; 21-092 Type till Cement Source: Mallen,Taiwan ASTM CISO and AASHTO MIS Requirements Analysis Chemical Properties Type I Type II Results Silicon dioxide(SiO2). 20.6 Aluminum oxide(A1203).max.% 6 0 3.8 Ferric oxide(Fe2O3),max,% 6,0 2.9 Calcium oxide(CaO),% 62.5 Magnesium oxide(MgO).max.% 6.0 6.0 4.1 Sulfur trioxide(SOi),max,% 3.0 3.0 3.0 Lois on ignition(1,01),max,% 3.5 3,5 1.4 Insoluble residue(IR),max,% 1.5 1.5 0.2 Alkalies(Na204-0.6511•100).% 0.50 Tricalcium silicate(C3S),% 60 Dicalcium silicate(C2S),¶4 14 Tricalcium aluminate(CM),max.% 1 5 Tetracalcium aluminoferrite(OAF).¶4 9 Physical Properties Au content of mortar,max.volume% 12 12 10 Blaine Fineness,min.mlikg 260 260 389 Autoclave expansion,max,% 0.80 0, 0.14 Compressive Strength,min 1 Day.psi 2040 3 Day,MPa 12.0 10.0 24.0 3 Day.psi 1740 1450 3410 7 Day,MPa 19.0 17.0 32.6 7 Day,psi 2760 2470 4730 28 Day(from previous lot),MPa 45.5 28 Day(from previous lot),psi 6680 Vicat Setting Time.mitt-max.minutes 45-375 45-375 143 Apparatus and methods used in this laboratory have been checked by the Cement and Concrete Reference Laboratory of the National Institute of Standards and Technology.A copy of the report detailing their findings is available upon request Major oxides are analyzed in accordance with ASTM CI 14, Kevin Wolf-Director of Technical Services CalPordand Company 1050 N.River Street Portland,OR 97227-1719 wvnv,calportland.com Customer Service 503-535-7713 • ... Washington Stale ,-.r August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.06.01 Manufacturer: Lafarge North America - Seattle, WA Product Name: NewCem Standard Spec : 9-23.10, Concrete Admix - Ground Granulated Blast Furnace Slag Product Description : Ground granulated blast furnace slag: Manufactured - Lafarge North America, Seattle, WA; Distributed from Seattle, WA, Pasco, WA, Spokane, WA, and Vancouver, WA. The primary raw materials are originated In Japan. Product Restriction : Acceptance Code : 2530 Code Description : Acceptance shall be by -eceipt of a Manufacturer's Mill Test Report submitted with the concrete mix design. Last Updated : Jan 16, 2018 To be completed by the field inspector: Quantity: Verified By: Date: . . iLArkFARG E Cement Test Report CEMENT kt.711:01.grpm hi...mbar SE*10FWCE41,4EtiRUI-9r7o1i YLAH 201 MONTH°. JANUARY PLANT: 5444M• CEMENT TYPE: 104.C.en 0.flOs 100 Nwftpf emcee Corium{ Slag F.74,14114 by Air PermeabIllty 395 Flen4rd,44 by/114,Ponneabolily 4'11 frng,ASTM C2041 pre,to,A.57%1004) f.pwine“ny 45 liPri INA.3251 Slava 1 96 414.44444 by LS poi[Plo,325)Pave 5.4 [M.Wain,ASTM C4301 (%ream'ASTM C430) CoenonlsaJwa Simnel cASTRI CIOSC109 1.4,1 101 Min Limb ' Ceenprasitio Sirancilb SAI Lla444 1-41ay 4.'30 . tASTA1 C 1(rAc 109 14/ ft10.421.1 ileJ La 213-4ay 5'45 5.000 21344y Mumma Vont,'p 6450[44.51 106 95 &MI Lniti Tow 41441144(IMO•4 MI Ki0) 0 6,9 0,6-0.9 ' Sp4a1414 044,41,, 2137 (%.ASTM C1141 Wpm,' ASTMC'llap Maul Lbbil Yr Conlaru ar Imo-Mar 4.2 12 CHEMICAL Pacconl S% 16STIA C166) .544-4 Doubt Imo,&mei 14) 32 5 Fer,Pc Oa0.(NA%AS0401141 1.0 iodide*Mr CA 13 Mow an Odle 4.44,0*Agni C114 11.11 (%s,Wu Cti.44 alarm gab legt AVM C114) Q.a WY WItglets(1501,AST C114) 4,1 fullabe lea 2..A a Alipielho MY 0.111101 ASTIA C114) S., Pap SW,AS1UC114) IleagalmilOils(NO;AVM CM) 0.5 Wow LSI MN,WM C114) CO Arlealave agabiagloa 0.0? 04 1,81.a.kplifie(1-11L.MTN Ctia) CI" (II.CU AN04-es) tow mom 0.57 Mwo.4,Adeition 4 Calor Via V 74.II Met kiMbleil• Thai ' granulalad blast furnace slag eaarnotea reet the tummy$4,40Acipbon of Poi 05111114011131hymil•444..1r4ment of A5714 C.4631,44514TO 'pad.100 Gooey Granulaled Mast Fume UN IGGSF S1 and and CSA 4.3001 Mo. 1161111111110114-FE F41^4gal C-91919111).In gur9041.Cy,.....pon. NowCorn a grow•ps ono marmimbasel 41 S4b164,WA 0 b,C•rIr,on.• Daniel Waldron WW1 Central LOrNICry SlP pylobarr i 4,70,. ..„,\Vaslitngton State August I 3, 202 I Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.06.01 Manufacturer: CAP Applied Technologies - Formerly W.R. Grace and Company_: Vancouver, BC Product Name: ADVA 195 Standard Spec : 9-23.6(2), Concrete Admixture - Type A - Water-Reducing Admixtures Product Description : Normal range water redudng admixture for concrete: Type A Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Aug 20, 2019 To be completed by the field inspector: Quantity: Verified By: Date: UP Al'oleo re.-crioologies SCC Customer Service: Whittemore Avenue CmnriiichjH MA 02140 1-877-423-6491 applied technologies gc-pat.com Kasey Macwatters Calportland 5975 E Marginal Way S Newcastle, Washington 98056 Project Name: Calportland March 09, 2021 This is to certify that ADVA• 195, a High Range Water Reducer, as manufactured and supplied by GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494 Type A, F and ASTM C1017, AASHTO: M194,Type A, F. ADVA° 195 does not contain calcium, chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. Yours sincerely Robert J. Hoopes Product Development Engineer GCP Applied Technologies A ,Coi5111101On rirtiklurtt,trthnolows 741npariy . . 240/11 gep applied technologies . . ADVA'' 195 High-range water-reducing admixture ASTM C494 Type A and F and ASTM C1017 Type I Product Description ADVA 195 is a polycarboxlate-based high-range water-reducing admixture spectfically formulated to meet the needs of the concrete industry. It is a low viscosity liquid, which has been formulated by the manufacturer for use as received. ADVA 195 is manufactured under closely controlled conditions to provide uniform, predictable performance and is formulated to comply with specifications for Chemical Admixtures for Concrete,ASTM Designation C494 as a Type A and F, and ASTM C1017 Type I admixture ADVA 195 does not contain intentionally added calcium chloride One gallon weighs approximately 8 8 lbs (1.1 kg/L). Uses ratio,the slump-eoutred for placement can be controlled by varying the addition rate Should conditions require using more ADVA T95 superplasticiser produces concrete with extremely than the recommended addition rates.please consult your GCP workable characteristic referred to as high skimp It also allows Applied Technologies representative. concrete to be produced with very law water/cement ratios for ADVA 195 dosage requirements may also be affected by mix high strength. design,ceinentitious content and aggregate gradations.Please While ADVA 195 is ideal for use in any concrete where it is desired consult with your GCP Applied Technologies representative for to minimize the water/ceritentltious ratio yet maintain workability, more information and assistance. ADVA 195 is primarily intended for use an ready-mix concrete,but may also be used in other applications such as brecast concrete Compatibility with Other Admixtures and and self-consolidating concrete. Batch Sequencing Addition Rates ADVA 195 is compatible with most GCP admixtures as long as they are added separately to the concrete mix.However, ADVA 195 super plasticizer addition rates can vary with type of ADVA products are not recommended for use in concrete application.bo will normally range from 3 to 15 ll oz/100 lbs containing naphthalene-based admixtures including Daracem' (195 to 98t.;ml/100 kq)of cementitious in most instances, 19 arid Daracem 100,and melamine-based admixtures including the addition of 3106 ft oz/100 It's(195 to 375 mL/100 kg) Daracem 65.In general,it is ecommended that ADVA 195 be ol cementitious will be sufficient,A;a given water/cerneobtious -0,- 1 ill iippopipmomPop. Product Advantages • Highly efkient, pi osiucing 110 slump concrete at very low dosages #. ' • Provides a combination of slump life with near - .0 -. neutral set time . - ---- '777--- • ;_ : • Consistent air entrainment - :: --- ,— , . ,i.,1,, i . • Consistent performance across cement chemistries . . 7• • Concrete finishes easily without stickiness. spotty _. F • set or teanng . . *.• egg --tr.—, ii....4..... - , 4, i ' . -,-.........„, - 7 IIIIIIIIIII. 11MIIP .13,. P- ....±' "' .. L.L.7cr .. ... added to the concrete mix near the end of the batch sequence Packaging & Handling for optimum performance.Different sequencing may be used if local testing shows better performance.Please see GCP ADVA 195 is available in bulk,delivered by metered tank cricks,in Technical Bulletin TB-0110.Admixture Dispenser Discharge Line totes and drums, locution and Sequencing for Concrete Botching Operations for It will begin to freeze at approximately 329F(0'C),but will further recommendations, return to full strength after thawing and thorough agitation. Pretesting of the concrete mix should be performed before In storage,end for proper dispensing.ADVA 195 should be use and as conditions and materials change in order to assure maintained at temrieratures aoove 32•F(MC). compatibility with other admixtures,and to optirrue dosage rates,addition times in the batch sequencing and concrete Dispensing Equipment performance.For concrete that requires air entrainment,the use of an ASTM C260 air-entraining agent(such as Daravair'or A cnmple(e lino of accurate,automatic dispensing equipment Carex-product lines)is recommended to provide suitable air void is ay.i'141tie. parameters for freeze-thaw resistance.Please consult your GCP Applied Technologies representative for guidance, ADVA 195 ASTM C494 Type F High-Range Water Reducer Test Data U.S.Units ; Metric Cormtrol ADVA 195 Control ADVA 193 Cement(pcy)(kq/m') 517 517 307 307 Coarse aggregate(pry)(hay/m') 1944 1944 1153 1153 Flee aggregate(pcy)(kg/rn') 1144 1,214 679 770 Water(pry)(kg/mv) 235 204 396 344 w/cm ' 0 455 0,405 0,455 0.405 Skimp(inches)(mm) 3.75 3.5 95 9© Plastic air(%) S,5 5.4 a.5 54 Compressive strength 1 day(psi)(MPa) 1860 2670 12.8 18,4 7 day(psi)(MPa) 4520 553C 31.2 38 1 28 day(psi)(MPa) 5440 6690 37,5 46.1 Initial set tome(hymn) 4:02 3:55 4:02 3.55 Length change 28 day(%) -0.031 -0,028 -0031 -0,028 Freeze-thaw resistance(ROME%) 92 98 92 i 98 gcpat.com I North America Customer Service: 1-877-4AD-Ml)(1 (1-877-423-6491) • sp lip.1,iltao ran`..r..,d4r/"eW.A IL a h.+Ml r,Jot. I•t1,'4..lye rm.OreJ 0 r-im rJ usAW I n.0 i.Yllf"W'.I Lir.11.,i..' ,.I gel at writ per k.alan Lri Ile...id.l+A vn Poi vrra-.:Ile retIit ' .,,rbl,IrocK.m.•rJdM Ntw"..;.,rnµ).•.rr.rw on.,r.d•..,y:.. rLW'5I,.C,NAIi ow rowAta,;it,rlc.wlacl, e iS one\woa4ai by, tuual.:r. .eeerwmAdal.ar,W,.'i,. .ii cn I.rtkedc.1 Mr,Ty vs.lRx Ai,4i Inlro+p,ny ill L,I(coellil.a air•1Srd poll. ill el)10,ni,arwe It •niai.r.l ran..ii.nil'r,m..*1stS,twty.-^.' r.ir1,-•I<I.MY.J 0.31.,.UVhr 4,..1.ui11117e0s, tr C,CP 60004 G.rr..Angir t•.' N.w:P.n.:R Xi N.7wn rl..rrt..i.nr o i.ai+la.LODI'.A,nfwn wrr...an if 11v Pliillit Iwo flair.,r A rim M;Lajxi'ii l^l,r lt,.M H U..YM qY rA.,.r i.114>'I va Air ©Clgr.yt Mb',AY Sp*1 ktinnlat►^s Pot .II r gMt.iY..011Nolf cci'eisu,il iLhouroppii ex la Worqurnom h.v.w.(acbrdw,mow la7USA to Cook..Z l 1:16,n .r,slut Mefr.µw,rMenai,rr .0 LIS ICN «Mu0.t tY.44.1111 f- applied technologies 4111111 CoCP App tectloort..9., SCC Customer Service: 140, Ili &2 Whitternore Auerwe 7..arnbridgs,MA D21 10 1-877-423-6491 applied technologies gcp.t.con, Kascy Macwatters Calportland 5975 E Marginal Way Newcastle, Washington 98056 Project Name: Calportland March 09, 2021 This is to certify that Daravair' 1000. a Air Entraining Agent, as manufactured and supplied by GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair' 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. Yours sincerely Robert J. Hoopes Product Development Engineer GO'Applied Technologies prnuticr%rechtifik410';ramparly ...Washington State flow..nrtnir•rst c Tenrnorteortnheon August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.06.01 Manufacturer: GCP Applied Technologies - Formerly W.R. Grace and Company_: Clearfield, UT Product Name: Daravair 1000 Standard Spec : 9-23.6(1), Concrete Admixture - Air Entraining Admixtures Product Description : Liquid air entraining admixture for concrete Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Aug 20, 2019 To be completed by the field inspector: Quantity: Verified By: Date: PRODUCT DATA SHEET gap appVed technologies 1-0 DARAVAIR'' 1000 Air-entraining admixture ASTM C260 Product Description Daravair e 1000 is a liquid air-entraining admixture that provides freeze thaw resistance,yield control, and finishability performance across the full range of concrete mix designs. Daravair 1000 is a clean, light orange product designed to generate specification-quality air systems. Based on a high-grade saponified rosin Formulation, Daravair 1000 is chemically similar to vinsol-based products, but with increased purity and supply dependability Daravair 1000 weighs approximately 8.5 lbs/gal(1.02 kg/L). Daravair 1000 does not contain intentionally added chloride. Uses Performance Dwiereir 1000 air-ereradning admixture may be used wherever Air rs incorporated into the concrete by the mechanics of mixing the purposeful entrainment of air is required by concrete spec- arid stabilized into millions of discrete serni-microscopfc bubbles fleabane Formulated to perform across the entire spectrum of in the presence of a specifically designed air-entraining admixture production motes. Daravair 1000 generates quality, freeze-thaw such as DaravaW 11/00 Thew air bubblesact much he Kexible bal resistant air systems in concrete conditions that include the bearings increasing the mobility.or plasticity and workability of the fait:ming: concrete.This can permit a'eduction in mixing water voili no loss • of slump Piaceability is improved Bletang. plastic shrinkage aid Low slump segregation are minimized •Paving Through the purposeful entrainment of air. Daravair 1000 markedly •Central mix increases the durability of concrete to severs exposures particularly •Extruded slip form to freezing and thawing, It has also dernonstratee a remarkable ability to impart resistance to the action of frost and de-icing salts •Mixes containing hot water and accelerators as well as sulfate,sea and alkaline waters. •Precast •High cement factor Addition Rates •Fly ash and slag There is no standard addition rate far Daravair 1000.The amount •Super plasticizers to be used will depend upon the amount of air required for job •Manufactured sands conditions usually in the range of 4%to e% Typical factors which might influence the amount of air-entraining admixture required are temperature,cement,sand gradation and the use of extra fine materials such as fly ash and microsalica typical Daravair 1000 addition rates range from 55 to 3 0 oz/100 lbs(30 to 2001111100 kg) of cement Pretesting of concrete should be performed to confirm Product Advantages dosage rates required to achieve desired concrete performance • Rapid air build suitable for short mix cycles The air-entraining capacity of Daravair 1000 is usually increased when other concrete admixtures are contained in the concrete. • Can be used in wide spectrum of mix designs particularly water-reducing admixtures and watee-reducing retarders, this may allow up to Si reduction in the amount of Daravair 1000 required. Concrete Mix Adjustment Entrained air will increase the volume of the concrete making necessary to adjust the mei proportions to maintain the cement factor and yield.This may be accomplished by a reduction in water requirement and aggregate content •. . , Compatibility with Other Admixtures and Dispensing Equipment Batch Sequencing A complete line :if accurate automatic dispensing equipment is Daravair 1000 is compatible with most GCP admixtures as long available, These dispensers can be located to discharge iritl as they are added separately to the concrete mix In general.it is the water line,the mixer,or on the sand recommended that Daravair 1000 be added to the concrete mix near the beg rifling of the batch sequence for optimum performance, Specifications preferably by 'di obbling'on the sand Ointment -,equenting may be used if local testing shows better performance. Please see GCP Concrete shall be air entrained concrete,containing 4% to 8% Technical 9ulletin TB-0110. Admmtvre Dispenser Discharge Line entrained am The air contents in the concrete shall be determined Location and Sequencing for Concrete 13otcrano Operations for by the pressure method(ASTM Designation C2 31)or volumetric further recommendations. Daravair 1000 should no: be added method (ASTM Designation C173) The air-entraining achnixture directly to heatee water shall be a completely neutralized rosin solution. such as()wavier 1000,as manufactured by GCP Applied Technologies.or equal,and Pretesting of the concrete mix should be performed before use. comply with Standard Speohcation fur Air-Entraining klinixtuies as conditions and materials change in order to assure compatibility, (ASTAA Designation C260), The air-entraining admixture shall be arid to optimrie dosage rates, addition times 'in the batch added at the concrete mixer or berthing plant at approximately sequencing and concrete performance Please consul: your GCP lo 3 fl oz/100 bs(30 to 204)nil/1 On kg) of cement,or to sigh Applied Technologies representative rut guidance quiantities as to give the specified air contents. Packaging & Handling Daravaw IOW is availaole in bulk,delivered by metered tank trucks, totes arid drums Daravair 100C will freeze at about 30 •F (-1 °C) but its air- entraining properties are completely restored by thawing and thorough mechanical agitation gcpat.com North America Customer .Service: 1-877-4AD-MIX1 (1-877-423-6491) , • . latroile 411-0 th41 C,0 NMI.4.,It tot,. 1., twi ow",t ,•4,0t t 4 ti.J 444.4.14L,Plow.41,61471,4 .4.44,4, ‘244,4,4k,.4.1.441f vett 41,, C4,461.....0 jr •1.ch eV"co/loath imf/V44,4 Irrturtranfalwit, rthouvilm, 1thfrKie41 0.01',4cIi nt WM. all,M.11 4.Or.,IftnIFP•13rl IlehroriII 4,4/114 tigslettil toi IU Vi4y4$,41,41 *I V.,n4.01,44tt d:AT op334ra1e4,11.141p4,11,„ „bow..p..1,4 tb.-4.'4 4414.1 1.404,4,44. tam 4.1.4.4, .".401t Ain *1,1,MIN.4,tuittlay ,..4411 pole, .11 a,I1P, atito i4414.444.5.111.4 431, ms-..rd hi I 40P nr.w.0 i3 Worrit 0444.mo *Pt,$$$ i*iIA r,..144 r-0.10ro,(41.4,11,1 315 30. Lif...nNIN 3 13111 applied technologies . • Washington State August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.06.01 Manufacturer: GCP Applied Technologies - Formerly W.R. Grace and Company Vancouver, BC Product Name: WRDA 64 Standard Spec : 9-23.6(5), Concrete Admixture - Type D - Water-Reducing and Retarding Admixtures Product Description : Liquid water reducing/set retarding admixture for concrete: Type D Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Aug 20, 2019 To be completed by the field Inspector: Quantity: Verified By: Date: Ida GOP Applied rechnologtes SCC Customer Service: 62 Whittemore Avenue Ca4) 1-677-423-6491 mbridge MA 0211 applied technologies pcpat.corn Kasey Macwatters Calportland 5975 E Marginal Way 5 Newcastle, Washington 98056 Project Name: Calportland Mardi 09,2021 This is to certify that WRDAE 64, a Water Reducer, as manufactured and supplied by GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494,Type A, D, AASHTO: M194,Type A. D. WRDA' 64 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. Yours sincertAy Robert J. Hoopes Product Development Engineer GCP Applied Technologies emistrudion i , Jurs CITIMI)10tlie5 mimporii gep applied technologies WRDA" 64 Water-reducing admixture ASTM C494 Type A and D Product Description WRDA° 64 is a polymer based aqueous solution of complex orgarnc compounds. WRDA 64 is a ready-to-use low viscosity liquid which is factory pre-mixed in exact proportions to minimize handling,eliminate mistakes and guesswork.WRDA 64 does not contain calcium chloride and weighs approximately 10.1 lbs/gal (1.21 kg/L). Uses Compatibility with Other Admixtures and WRDA 64 produces/concrete with lower water content(typicallyBatch Sequencing 8%to 10%reduction). greater plasticity and higher strength It WROA 64 is compatible with most GCP admixtures as long as is used in ready-mix plants.block and concrete product plants.en they are added separately to the concrete mix,usually through the lightwegnt and prestressed work wherever concrete Is produced water holding tank discharge lne.. In general,it is recommended WRDA 64 also performs especially well in concrete containing My that WRDA 64 be added to the concrete mix near the end of the ash and other portolans, batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance Please see l�Ir�ishabN ty GCP Technical Bulletin T8-0110,Adrnorture Dispenser Oisctrarge Brae loeotian and Sequencing for Concrete hatching Operations The cement paste, or mortar, in WRDA 64 admotured concrete for further recommendations has improved trowelabilty. The influence of WRDA 64 on the Pretesting of the concrete mix should be performed before use,as frushabiity of lean*tuxes has been parbctlsrly noticeable.Floating conditions and materials change in order to assure compatibility, and troweling. by machine or hand, imparts a smooth. dose and to optimize dosage rates, addition times in the batch tolerance surface sequencing and concrete performance For concrete that requires air entrainment, the use of an ASTM C260 air-entraining agent Addition Rates (such as Daravair or Darer" product lines) is recommended to provide suitable air void parameters for freeze-thaw resistance. 1he arktliinn rate of WRDA 64 K 3 Io 6 fl or/100 lb%(195 u, Please consult your GCP Applied Technologies representative 390 rnt./100 kg)of cement.Pretesting is required to determine fix guidance the appropriate additon rate for Type A and type 0 performance. Optimum addition depends on the other concrete mixture Packaging& Handling components,job condaons,and desired performance characteristics, WRDA 64 is available in bulk.delivered by metered tank trucks., totes and drums, WRDA 64 will freeze at about 28'F(-2 'C),but will return to full Product Advantages strength after thawing and thorough agitation.. • Consistent water reduction and set times • Improves performance concrete containing Dispensing Equipment supplementary cementitiot;rs materials A complete plete line of accurate, automatic dispensing equipment is • Produces concrete that is more workable.easy to available WRDA 64 may be introduced to the nix on the sand or place and finish in the water. • Nigh compressive and flexural strengths . , Specifications Concrete shell be designed in accordance with Standard Recom- mended Practice for Seierting Proportions for Concrete.ACI 211 The water-reducing(or water-reducing and retarding)admixture shall be WROA 64.as manufactured by GO'Applied technologies, or equal The admixture shall not contain calcium chloride It shop be used in strict accordance with the manufacturers' recommendations The admixture shall comply with ASTM Desig- nation C494,Type A water-reducing(or Type D water-reducing and retarding) admixtures Certification or aynplanc-e shall be made available on request The admixture shall be considered part of the total water The admixture shall be delhoered as a ready-to-use liquid product arid shall require no mixing at the batching plant or job site, gcpat,com I North America Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) Ai Papa ioor Isrorno* ... m*Ipl..0 1,01.).1.01 dm*^r•knurriftio afo.J.1.1.1 Las no.pa,zd ly Wired P.,„. .41Ln 0,4 up Jral wip/1,41my ms too dig, ,921 iv.e•dr- Vtull%II be tAl.aregt Pt.msc re...0 moruirl reoic.rov.11,1Con.,deld burplini Cr/•-•[veva%'qr.ON OW(1"11 F.1.4 Wit rIKI,ONO. 9096,1001ed sir ith iimarrscri irecsonsrectiliNn, 1Wv rfl IV0111'iv:INIatioildirmr# l wetell" .0 OW IP•10111^V'' 11%1,4v.iwa.na -Nay 40.• won p.,m1 it taw.,ildry+ii vMir aniut Ft*cat 1410 I.. TI el4APP`p.I*Sm.141.1-441,0110.1..roat scold).* Awn,*of 11.1.i.01111146.4 .orsdn.my -so rfli•^ wee,41,1. IVn Cularsonl JIM OCP Asiolosl logliwbmars I)* 41.1141'uc' ArAl6.4 Ci..14,11Utp,11.1 es)41"•tt,.../t S4'u&IliMA Comsta r14<1..mos,gust.46%.* Ato i.1)141.1.Low) r.it Ear.10:1087 DID WA gcp applied technologies National Ready Mixed Concrete Association ( Certificate of Conformance T( For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Erie Plant 282, Seattle, WA CalPortland Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures /17 ( • %:1 • 1. Ake • Signatu of Licensed Preibasionel Engineer 4)4, st3 ‘• OISTV:k May 21, 2021 Jul; 10, 203 (Seal) Inspection Date Certification Expiration NW This company will maintain these facilities in campthmee with the ow*Listreqtairemests sad will correct promptly any deficiencies which develop. Q-E-49 01:.:1 a4iiviet ft.fat- a IA-- ( Il .1[6.-iture of Company Official Title of Company Official NOTICE: rtwCrc us'images onty that plart*blies are satisfaztary for Io production of:oruete when properly operated. Conformance of te a)nclato eth specdireb'on requirement must be wedged by usual tnwe:tcr methods in actoranv twil solos agreement. This(*Wane s 4sued•ty the National Ready MIsed Concrete Assoc-imp on verification that theproactKet tacitly=Wu to the requirements ot the NRIACR C,ertlecabon iteady Kited Concrete ProductionFeolees,CC3.Unauthorized reprocuman or misuse ol this corticale may result in legal action Plant ID 1:802513 Certification ID ft:27627 1965, 1992,2001,2002,2006,2007,2012 National Ready Maud Goticroas Association 66 Canal Center Plaza,Suite 250• Alexandria•Virginia 22314 .. . , r , National Ready Mixed Concrete Association qr Certificate of Conformance For NConcrete Production Facilities IIMCA THIS IS TO CERTIFY THAT Nikko Plant 291, Seattle, WA CalPortland Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitio ,I,Naterials, Aggregate, Water, and Chemical Admixtures ,....i<V: i , 790„.# t dc-‹-co hi* :,:, ikt„, -%fir : f4r,*14 ''-'11%.,•: , ', . A," o /1( 1. ',Apr(0,--0, ar.1, 0 i ,. Signature of LicAsed Professional Engineer de, •Pi: 3j3.66 .e."0 ...,. .4.•,_4/0\141'fr. May 21, 2021 July 10, 2023 (Seal) Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop „.../. _ --4__ ---- fa o eLoce"_ csrinalur,or Compury Official Title of Company Officia NOTICE:Tie Chock Um Inc/elites only Mal pant ladles an awistamy for the production of comb Mon propirdpeparalsd Con1orrestai01111 commie ibell wilh specification reourre rear ts must be Meld by usual inspection methods in eccorderce all sales agreements Thu certificate is sued by the National Ready likeed Concrete Association an verification Mal Me produclion leanly=kerns to the requirements of the NRMCA Cerhketion of Ready Mixed Concrete Production Facf4es,0C3 Unauthorized reproduction or misuse oil*certificate may rerun in legal elm Plant[I)it 802510 Certification ID N:27634 © 1965.1992,2001.2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Nese,Suite 250• Alexandria a Vleipinla 22314 . # 5/5i2020 Aggregate Source Approval Report, W.isrdnirrion Slate WSDOT MATERIALS LAB 05/05t2020 vflir Department of Transportation Aggregate Source Approval Report Owner" Menke Farnfty climatic," Aggregate Sourte: PS-X-12 Known as: Manke Pit Lorntert lo •12 LYING EAST OF RAILIWAD Settler 9 11.014 9 3W County Mason Remarks: mi/terai Acpg. amt ThsS1 Date: 09/39'70 1? Expiration 13,ate: 09/19007•4 Absemplancosa Appall lip.G.:2.106 Bulk Op.42 RPM 2.765 Op.G.2742 Ow:51 LA:14 Rem grits: Wrc:Pd., 41101,14Cri is .7f ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Bus Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Bacx911 for Foundation Class A HMA Other :curses HMA Wearing Cruise Maintenance Rod' Permeable Ballast anc-mtanre 1ts neeit o hep i.,rini1-Is necessitri. -,inrmts! Test rsrl 11111''7(119 Fvcorlrie.r Oates 10/ /?.e..1.'a ASR-14 Day 0.35 ASR•One Year'0 03 CCA Absorption:0.9 CCA SpA3 2 764 Deg-61 FCA Absorption 1 56 FCA Organics.2 FCA Sp.G:2 701 LA 14 Pect.trks; I ''el' ASP rOuIk sn:otre 11/:13110:2 I Coarse Concrete Aggregates/ F ne Concrete Apgrawitas iiie rests Ju. t4 "fried tei,4_ • lo hc2.:07rrricij 45 P.,4v55.ir y Ripr3fj, quarry 5p1li,Rock f,:r qc- Wil , .r.-it.'.10•1 and'Stour PrevIctium 1.211 `111r lt.C1 Abiarp011n: Apparent Sp G Bulk Sp.G.(116D) Sulk Sp G Dsgp LA Rev-narks: Otialry Spaiis Riprap Rocs,'or Erosion and Scour Protection fittpa.liminewsdiatroa,gcni/blem4tsiASA/ASARepor1 cfm?prefut.X&pit_n0.125 112 5i5f2020 Aggregate Source Approval Report. Roca for Rock Walls Stone 9•27 34E1 Streomhad aggrnaates:. Tes I 11? 7 ,..* h1N2. lar Absorption:0.9 Apparent Sp.G. 2.908 Butt Sp,(lessor 2.781 Bulk Sp.G.;2.739 Deg el LA;14 RemIrks: Curretitiv Arpravi.1C ior- Streambed Aggregate Gravel ftorrcivo for Strocturil Earth Test Dote: 10/11/201) Czolration 0 lc L0;11/2024 Ilia Sp.G.(8110) 2.784 Deg Si LA 14 Re.o.irks: Far crwhyr.thgtic e„:111(nrCiZrnent, the grovel borrow chat, lo costail (or on war te Jlectment. Fa- -riet:4c reintorcerraim. trio grovel uorrce,Ni shall be testrx,far pH, recistivOty, chlorides,and iolrote3 prior to plasement if the i'esintlyrty of tie Oicidlrnaonai eaGais ed5,0rXi ohm-cm, the soeicirie,d crilonde and suffote I iwts may be waived. If tne agoregate sourrZrla Jana bin quality.additional llstihrj ma',la roaitirnit Contact the feiJIoil materials Engineer or !AC Stare Geatecluncel Engineer for Plretticri. Currently Anoraved for' Gone Barrow lot By earlti INda ALL OTNIR PIT RUN NATLPRIALIR Project Engineer may request preliminary samples but Aggregate Source Approval Is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)8 Gravel Backfill for Walls 9-03.12(2) Gravel Badflll for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywalls 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Sorrow 9-C3-14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and IS 9-03.17 Foundation Material Class C 9-03.18 bank Run Gravel for ItenCh BaCknI1 9-03.19 Commercial Concrete Aggregate 6-02.3(2)8 hripsi'Ainirw.wadoi...va.govibizirnata/ASA/ASAReporicim/prehAriXiIpd_no-iit125 22 . • ,. 10 Manke WSOCT Pit ii/PS-X-125 Manke Family Rescurces Shelton INA SR5B4 CALPORTLAND' CONCRETE-FINE AGGREGATE Procedure Sieve/Test Average Unit CONCRETE AGGREGATE C117 Wash Loss(0200/75um) C1260 Alkali Silica Reaction(C1260) 0 3 C1293 Alkali Silica Reaction(C1293) C40 Organic 2 T112 Clay Lumps/Friable Particles 0.00 % T113 Chert(Lightweight) 0.00 % T113 CoaUlignite 0.00 % T113 Low Density Materials 0.00 % T113 Shale 0,00 % T113 Wood 0,00 % S.quature D izgo-Coca. Narnerrille Diego Coca I Technical Services Manager , . 0 Manke WSDOT Pk*PS-X•125 Manke Farndy RIMINI= Shelton,WA 98534 CALPORTLANO' CONCRETE-COARSE AGGREGATE Procedure Sieve/Test Average Unit CONCRETE AGGREGATE C117 Wash Loss(#200/75um) 0.20 % C1260 Alkali Silica Reaction(C1260) 0.37 C1293 Alkali Silica Reaction(C1293) 0.03 C40 Organic 1 T112 Clay Lumps/Friable Particles 0.00 % T113 Cher((Lightweight) 0.00 % T113 Coal/Lignite 0.00 % T113 Low Density Materials 0.00 % T113 Shale 0.00 % T113 Wood 0.00 % Signature 'Dix*,-Cerca. NameMtla Diego Coca!Technical Services Manager V Washington State 7Atile Denartnte it otTranspoitation . . Request for Approi,a1„of Material _ Conti=Iluinber. FIlkNoopier SR' - 04 'CAG-294165 , _. . ---- • &ft:WI Iiire.olFrofea County DUVALL AVE NE ._ . . Contractor. - Sutscoodzator REED TRUCKI MG S.EXCAVATING,INC . TOTEISELEC7RIC . . .. . . , . . . Far WSDOTUoe Only' ' _ RAM e/. 049 . _. „ . . .. PE lI5e. ' Ed{lets 1,laterlai or ilarofand LioaliOn Of Foliiador,'Manfooliar or Pknornbor Spoolfln[co PEK.IPLCole Hdrittgla HCI Ufa . No. „ Rod‘Ict/4-pe _ __ _ - - . ' Rehtoce Cedo , --- 3CODIV/Allt. STONEWAY#11 ZEATILE;12 BLACK RIVER:. '• . . 85.041 ..U., s 6-02-10)A '10 .13003 14 HOSER .. . . . _ ._ ..• . ., . ' -40013 W/ADI. ."SIGNW4Y 011 F-ATME;12 BLACK RIVER; CL41-fdL7A 14 HOUSER. - ' 6-02-3(2)A 10 . , • : ... ....____ • - -- - . — 81..411, 4,00p cuu FrGilaYAle 11 SEATTEL-,12 BLACK,RIVER;: 4.0z3(27A .- 10 WSDOT PITH PS4-335-PS411-211.2.$.011111 - -• ' ! - ' - - , I 0-04..i 0: . .AGGREGATE ! ______‘ . . . . COURSE WSOO,TPIT#t's4.1.-?35;Ps-D=23:1 • - AGGREGATE .... . • •5.114.1/1 'CEMENT TYPE ASli GROVE:SEATILE,WA /3 - 11:• CEMENTTYPE 1.4 DC , 41:2(11.6 _ . . 85.04.01 5LP1•41/B . _.. • 0.94.qt, stAd LAFARGE,SEATTLE,WA . - ---- DARAVAIR GCP;APPLIED VANCOUVER,BC . 9:•23-011) 'GC!).It Pilllip;VANCOUVER,SC- a5:oun zibi eo _____ -- - ,Is:o4;o1 AD.VA 6C11 APPLIEErVAIICO11VER,BC. 19$- 9:'23•;&7) 'Mr/UPPED,VAKCINVER,BC, .. • ' 413 :04,01' DARASET 499- -23,(I•(44 . . . 85.04 01 RECOVER GCE'APPLTEID VANCOUVER,EC' ; . , ._ . ' " - • . PrOci EnglnOpt/RepieSeatallie- .nnerIRep leSerdave Date (7-DC-2;2 _ .rit9t1612021: alleiV41966Eng1 . Acceptance Action Codes for use by,Project Engineer and Stale MatiatiOra Lielli)rateity -- — I„ ',maple ride OrMer1X.,A0eplarrae beget:uric a Tallsiaalocr Teat Report ar samples or ma tonala tit be incarpmaled In to Pf0190- 1, Acceinerce Crileria:,Mfg:Cert.of COMpllariee.far.'Acraplando prior to use ohnleriel, i AccePtorge Cditetfaz-Cotifog Cuts for 91ocaptan,ce'prior ta USe of rnalodat,Catalog Cut Approved N* ND 4. Aacepleince'Criteria;SLidrnk Shop OrawinGs for'Apprmilit prfor le fabrication Of Material, S. Aerp:pdonae Criteria:.Only'A,oProved far Sdipmenr, WS001"Inapocted'or'retii.oallarl 4.43ProvbctEleclar materiel snit be bied 8. 'Acceptance Criteria:StIkrnilCertificatercirkeaterfann origin toiamIngi Engineer erne& 7. AoteptonceCriterie:Request;Trarintilled to State Wallets Laboratory fat Approval Acon.. S. Souree Apprekterli 9., Aerie:lye!Withheld: Sithadt sernpresiOr-Preliminary_eirelaKoo. id.Approval 4#iihhold: See RemarkO 11.dilladel loneousnee.epterrepjiooeemorks• . . . -. . .. , . . . . . . . . , . ..' - - Reraarks '-. •For Bid Iteni 05,..ClasS.73000 and:C lass:400:0.concrete ninceo,aee:not allowed.. (NO: .• , .., . . . For:Conc.:OtasS'40001'.proVfiderestibmitat on'WS1:00-1fOrm,350.4040. .. fl This farm shad becornpleted pricoe submittal.If this foim Is not cornpele-"at time of submittal It May, be rationed for lo11.1naltil ibbt*a3 errebel' . Cot FOATIa.40,011 Foamed 0312021 Plainer Enginiret pistribuGeo .. Caranciu RTonapinkent car,theer ' FnerIcOrn itnberlinn IL-5eater:writ:6 Sint P2L: nt,ls Lah.1.1847385 , . . • • ,.....•4111 Washington State 7 wqr Api Depart:Moat OfTearitticirtation . . , . „Request for Appr.oital 01'11/ate:MN radract tOrter C FA Nwnher r:____ AG;20.C65 . Sort 1:TlEte of FIrrizt leaun't ' DUVALL rat N E WWII Illcantratcr REED TRUCKINGg EidAVAT114,1fiC TOTEM ELECTMC: —,. For 111/SPOT 11.5eVnly' . , NO* '048'; PE.I.10, EA Itsm V24131 or tom 074 1401'M cf ratOwtar,PariotourErfor P4 tIumter !'roa:ifi=on't PEA/Pi:Oita HaiIriCIPI Kr Vsci tio. RodactrrypeT 55,01;01 • -.. - WES-1E14111'68E,LONG BEAM,Cd.'t . 9',410 '10, . . ti Firmvcs . .,. CRIC.COMDLIIT , .. . . ks..(11:69, - • • ' - - - Al.1400;TAME OptEY;li., zt.FraiNOS. . • —--- , .. . OK CON ourr• . , . & Its.ttl.of , • wilEATLANCI,TWIE;WHEATLAlqb,El4 912.9.:1j I) 10 litrf'0410S • . .. . .„. ,.... ---. • ..21..BOW$W ot., ' .... . • ..:.....: 801 • - * 13141*WAYNLNI.P.10;R,4 .#---r.0,ICI) i 16 _ PITTING . 1 ,.. COP) ;$ ,IS,T1Pg . ....•.. --- d04.01: 1.1AtitdERS. B-LINB'MNIPtilv TN 5.25.;pp 10, .. • cO7r,0,1; SS NEE . , 0,18,01 144:15.eic. O, LIL.V.4ift.TE,IttEary3R,E,At. 9;1/i 104 lo : .. s _ . , .. . . . ,, . • ,. .. ..,, . : . . . .. . ., ,.. . .Pfpf4c1 ErgirniiFibigtEpOzativo ,.„--• . ' Rate.-- ---.• -, &Imo Mptrfals EnglineriTIROOmenttlEre Dziti' - - ..-91:i741 , AccritariceTiCton Codes for use by Project Engineer and Slate;1114te0eitt Laboratory 1, Acce,ptEivia Ciil*,x,Actoptarmibmie oPon'Sak'aPtilrr Teist 04if*Air'sgingia:9 0 rrialf4/11*iqkd.i.n:cPdPc'tai41 ifl°0 r,04 2. 4731:rpOircrt Critf.16.f Mfg,Ctiit.cf.Comisilan0:1;161=AccOtrde 4i1.4r 0 itho i.J_.,,rriialditRI. ._ ' 3. p,teptive Criteria:CaWag CLitkroe'AdeOlakEtpifor in*btniiff,00,.,cntn*Ciltit*crtivizti yicA. No. 4, APqinfiarsco trlielp:$titl'init Slim)-OrarIna IcirApprovartlilal io fralgid,altP1 of=kit* S. AnlippN'np4 Ceti.Only'Appiti,40 fartii106n,l';'W$DOT fp;Rqctine art-abticailoriiippnrietlOirmr mOleigiihNill bti:.igeti. 3. A,*ptance,cnif.h0:,lutitil Creltirep.td iktai.e.Taa ts.or!O to Pioli=t%Omer°KO. 7. ActdoFtee'tiiiertix Request Tranm,nIttekl;:lq 6' te.Ma,ter1":115 LzteiratiyfatkOkival'Afeibn. B. Scginc9A-prokied! ' Ft, AppnstisoMtiiit,4 ,OubinflOiriii•NcPfelirTilefalfevitiatr.orP, 1 0:.APpipv0 WIOlhoth- See Remarks 11.Mls,!cellaiitSuAr:tcPtanp4Ciitgril?.116-alarl(p. RDM0441 -;::Sah::80.01V0*kriCi Ott farreadriai. rotsitigs:pee.Wire:SOfeilkal!i'llete4;"Stret.ES: Op): :.- ..4.0400,-..Hailigiars;0.04:00Adeci kly:Fialiqhieii,0011.010:;:itte.00r44: • Tilf,sfotm,04,t11,g ecynpratecl pror In r.413rpita1.ITis'con is not OnFisul ailttne primittai it rnag- bp ecti!e0 fo?lii,far*tilionihtltwn i?trilikt.t!a ' • i'lOT Fiarit ai5-0,47/11 11 tyhad 040 . Prof=En alr4 it Cit!filiii* Pui147.40r, Ra4isi Opiatiarci Eminaor. Fatitit-cri Irellipn,, Fr.ifilly PA 54;11W Illiikk*Geitli t Liitt-M'3 MI5 Zil,Nra.S.4ingtort State rtk,?frftit40rpj ,j August 11,20ji Qualified Product List ContractOr Product Information Contractor: REED TRUCKING Conti-ad No: CAG-20.065 Sub Contractor:. TOTEM ELECTRIC Date:: ,C18-11 Bid Item; rfl5.01.0-1 Manufacturer*: Western, Tube and Conduit tong Beach, CA Produ0 Name: Rigid Galvanized Steel Conduit Standard Spec; 9-294(1)f Electrical - Conduit-'Rigid Metal Conduit,.Galvanized Steel Outerduct,and Fittings Product Description : Rigid galvanized Steel conduit Product Restriction : Acceptance Cod : 31(2 Code Description ; Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the,Qpt.. If the Contract contains a Buy America clause, the AEO is responsible for acquiring a Certificate of Material Origin from the Contractor Nate'Restrictions' when preterit Last Updated : sep.,130 zglq To be completed bythefleld insPetter; Quantity: Verified By; Date: is 9-29.1(1) 4 cifii0 1 r_.. WESTER!! TUBE & CORDUIT CORPORATIOA RIGID STEEL CONDUIT UOT DIPPED GALVANIZED Hot dipped galvanized Rigid Conduit is precision-rolled,producing a clean homogeneous weld structured and a,srnootlh,burr-free interior surface.Will not split or crack at the weld.For exposed or concealed installations. Made from highest quality prime steel. SPECIFICATIONS • Each length of conduit is completely • Meets requirements of UndenN ters cleaned and pickled. Laboratories,.UL_8. • Hot dipped galvanized and • Federal Specification 1C-581 E secondary-coated finish insures • ANSI Specifications C-80.1. exceptional corrosion resistance. • Easy to bend, cut and'thread on the ARCHITECTS HOT DIPPED GALVANIZED job,,yet is strong enough to withstand CONDUIT SPECIFICATIONS mechanical abuse. To specify Western Hot Dipped Galvanized Rigid • Simultaneous threading of both ends Steel Conduit, include the following. Electrical insure straight runs. Conductors shall be enclosed.in Western Hot Dipped • A galvanized coupling and a color- Galvanized Rigid Steel Conduit,in accordance with coded thread protector is assembled the National Electric Code:Galvanized Rigid Conduit to each length of conduit. shall be steel Hot Dipped Zinc Coated,Produced to ANSi Specification C-8O1 and Federal Specification WIN C-581 E,and shall carry the Underwriters Laboratories label, as manufactured by Western Tube&Conduit Corporation. STANDARD PACKAGING OF SIZE QUANTITY 1NTER— ASS EER--B 7NDLE MATER BUNDLE VOLUME OFMttsTra �tNIS LENGTH iGIA BUNDLE(Ft) 074 (LB.) BUNDLE(M.FEW) ' 1/2" 100 2500 2025 20.8 9' It 1/4" 3/4" 50 2000 2140 24.3 9 t 1 1/4" 1" 50 1250: _ 1987 21.7 Sell" 1 1/4" 3D 900 189D 233 9 1 i" �� 1 1/2" - 800 2056 27.8 - 9'11" 2" - 600 2088. 33.8 9't t0 2 1/2" - 370 2020 29,2 9' 10 1/2" 3" - 300 2115 31.3 9' 10 112" 3 112" - 250 2168 34.7 9' 10114" 4" - 200 2020 33.7 9'10 114" $'i - 150 21.12 41.3 3'10" 6" - 100 1870 38.9 9'10"' WESTERN TUBE, LONG BEACH. CA : Vahh State Ti.lorsa rrimarbt,0471r,f4"t**50 44°t int"' August 13,2021. Qualified Product List Contractor Product Information Contractor; REED TRLICKING Contract No: `CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date:. Bid Item: Bs.otoi Manufacturer: Alligsilop (Etectrical DiVigion) = 148rv-evi. IL Product Name; Rigid Galvanized Steel Conduit Standard Spec r 9-2411(1), Electrical-,Condult-Rigid Metal Conduit, Galvanized Steel Outerdiuct, and Fittings Product DescriPtion t Rigid galvanized steel conduit, to include coupler Product Restriction : Acceptance Code : 3102 Code Description Visually verify the product delivered to the job site is the product that was Originally submitted by the Contractor and approved from the QPL....If the contract contains a Buy America dause„ the PEO is responsible for acquiring a Certificate of Material Origin from the Contritter. Note'Restrictione when present.. Last Updated : Sep 13, 201Q To be completed by the field inspector: Quantity: Verified By: Date: Allied RIGID Quality Long Lasting Steel Tubing r _ Heavy Duty S4, • - • f ‘t,k, • • • • . I ied Figid is precision mwutactured for dependable long-lasting value and protection for the electrical raceway system. Allied Rigid also provides radiation protecion, magnetic shielding and resists impact. • Kwik-Coupie RIGID Allied's patented' Kwik-Coupte cuts threaded conduit installation time and cost significant y. Kwik-Couple comes installed right on the conduit or elbows, right where you need it. Just line up the ends, spin the coupling fonvard onto the next oi3ce and wrench tighten. It's that easy1 't allied Nies Numbers 426(0336,4547004. TUBE & CONDUIT ALLIED TUBE HARVEY, IL L , Allied RIGID Specifications PROVIDES FULL ELECTRIC.411. Master bundles conform to NEMA lusting laboratory with follow-up service. SYSTEM PROTECTION standard RN2 Where Kwle-Cowie RIGID is used it seel 0 , Allied RIGID Is creciecin manufactured ke SPECIFIC.ATION DATA also meet U.L Safety Standard 514-8 Itis noted that these U.L standards have dependable. Icing-lashrg value and protecbon to the electric& RIGID Metal Conduit shall be hot-tip been adopted by the federal government r raceway system. galvanized stere equal to that marufactured and separate nelkary specifications no Munufacturecl from high-strength steel.Allied by Alhod Tube &Conduit Creporabon, ionger_ exist. RIGID combines damage-resistant strength Threads shall be hot galvanized after cutinfl- For more ireormasion,contact Allied al with ductility to assure easy bencfing,celtirg RIGID shall be produced in accordance vet (80D)R82-5543,or visit our website at arc ;oinirig It also provides smooth, U,1_,Safety Standard it6 anc ANSI C.80.1 and er.vveatcelectricsi.corn cortiruous raceways for fast wire-pulling.No shall be Ostec by a nationally recognized neec to worry ateut damage to the conduit system even when puffing through multiple 90°bends_ Weights end Dimensions Sc,Galvanized Riceldittbing Allied RIGID is hot-dipped eilvarized inscle Aloneinai TraittO size Approx. VA'Per Nominal Outskte Quantity In Mai arc out. It is top-coated with a compatible Designator 100 Ft.(30.5Ili) Diameter' Primary 8uncta organic layer to Inhibit white rust and Tixic.imesm . . . ,increase COrnxion resistance .1 S. Merle lb. kg in. 1TWII a..... mm ft. in . . • Allied RIGID is impact and crush resistant tor ii...T ' 16 OW 37,2 0840 21.3 0.104 280 100 30_5 maximum conductor protection. - , 3/4 21 109 49.4 i ma 26.7 0.107 270 SO 15 7 The 3/4"taper NPT threads(ANSI B1.2C 1) • , 1 77 161 730 1315 334 0.125 3.20 50 15 2 are fuil cut and ecit galvanizer!alter cutting , . . COlor-coded end-cap thread protectors keep 1.114 36 218 98.9 1 060 422 0,133 3 40 - _ . .- the threads clean arid sharp and also provice 1-1/2 41 25 . 119.3 1200 453 0.138 3,50 . . irlStari trade sizerecognibon.Even-inch .....1. . sizes are cohort-coded blue. 1/2-inch sizes are-''. 2 53 350 15B 7 2375 80 3 0.149 3 TO - • black.and 1/4-inch sizes am red. 2-1/2 tia sse 25a 5 2075 73.0 0.193 4.90 EMI SHIELDING 3 78 rz:, 321 7 3.500 13159 0205 5_20 - g 4 g Allied RIGID(or EMT or IMC) greatly 3-1a 91 580 300.1 4,100 101,13 0.215 5,50 - - . , reduces elecuorragnetic beds.effectively 4 103 1030 467 1 4300 114.9 0.225 snielding computers arid sensitive electronic 5 129 1400 634 9 5363 141.3 0.245 a 2C equipment from the electromagnetic interference caused by power distribution 8 155 1840 line.5 6.525 155.3 0286 5 SC systems.For furrier Informabon,visit our . - - iniebsbe for a free do..vriloati of the GEMI 'For mare rienresion My:nol a epee mosnamare. NOTE:Langth- le n (3.05m)Nati a tow .0-Jr(8211mw). (Grounding and Electromagnetic •NEMA Standard Interference)analysis software and related research papers. PULL. CODES AND STEMDAIWS Weights and Dimensions for Kwik-Couple Pligld COMPLIANCE Nominal Trade site Approx. Wt.Per Nominal Outside Quantity In WaV &t,ec RIGID is U L.listed and is recognized 0eadcertator 100 Ft.(30.5M) Diameter' Primary&incite 77tickaaoss by the National Bectrical Code.It meets Unekarenters Lalooratories Safety Standard U.S r4etr it '4. kg in, min In mm ft fr U.L.6.and is manufactured to ANSI C80.1, ...Lie., .53 559 253.5 2 875 73.0 0 193 4 9) 400 122.t both of which nave been adopted as Pederai - 711 727 320.7 I.500 88.9 oeas 5.20 300 91.5 Specifications in ,ip.ii of WWC 561_Allied RIGID is recognizee as an equipment 3-I.1-- 91 e30 399,1 4.000 1018 o 215 5.50 250 75.3 grounding conductor by NEC Article 250. 4 103 •Q.10 457.1 4.500 114.3 0 225 5 7l) 200 • 51 0 Documentation kw compliance with . . - NEC Article 250 Is available from Allied. Ckaatda etrarrter tolerances J. 025 irt ',114rryn)'Fe.allorerallon only Installation of Ripe Metal Cceduit shall be in accordance with the National Elect Code and U,L.General Information care ODYIX. ,.we 4,, A 111, filen 411.1 tilla Electrical& AFC Cable Systerns••Allied Ribs A Conduit•Cope'Cable Tr at•Pow:a-Slue Metal 8 Fiberglass Framing Metal Products AFC C.41,4 SviglesnS A4111 Curl Fowet Sinn .,wir,-.0.µarr we Irro an iparrimars or mcsiniffitl rrerxkl 0.'KC de*Scs es Alma in Ow...oircl 7..se94 era I I 1 orw oarialee Maar,bard O Mud tiaor&C.orirkil anew,in USA 504 4704,174S evolg.ger.1.sotes,er hirlronst,/wry in 1.re,W•so-ct+o,....ws. , • Galvanized Rigid Conduit (GRC) Couplings & Elbows Galvanized Rigid Conduit(GRC)Couplings 9-29 1i2) Listed to Underwriters Laboratories Safety Standard UL 6 43 Manufactured in accordance with ANSI C80.1 ITrade Metric a Per Designator Nominal 0.D.Ay Length Mr Thread: Approximate Weight Standard e Inch, Per 100 Pieces Padcage I 54 16 11 21 1 27 in. 1 01 urns. k MIL k 25.7 1% 413 14 12 1.25 31.8 1 4* 4).7 14 18 1.53 3t7 1% 900 1116 30 ki SA (12 13.6 10C 50 \ 1% 35 1.87 47.5 2* 51.6 11 s6 37 16.8 1% 41 2.16 Si.7 2* 524 I I 16 52 73.6 25 2 53 2 65 613 2'4 54.0 11 16 72 32.7 20 li-...N.A. 2* 63 3.25 8/6 33' 111.0 8 170 77.1 1 I 3 70 3.87 98.3 3 lib 84.1 8 210 953 1 3% 91 4.50 1143 3 Nii 863 8 340 154 2 1 4 103 4.:.: 123.8 3% 893 8 300 136.1 1 5 129 5.00 152A 3% 103 4 a 475 215.5 1 6 _ 155 7.20 182.9 4 i4 1080 8 7'65 3470 1 %immure Inpromint a of,til.Sundial •%. Super Kwik-Coupline '`'... Listed to Underwriters Laboratories Sain 57andard Ul.5 148 Martufachred in accordance with ANSI(22 2 No 1 83-1 2 \ hods Metric \ \N Mee Designator Nominal OLD A) Length(B) Thre: inde Per .0 UCT 17AI (13 YEAR • Approximate Weight Sidndari Per 100 Pieces Package : in. Rm. in. not b. ' kg. I _ . IIII% 2: 63 3.4S 876 3.19 81.0 8 170 7&5 It 78 4.08 103 6 3.31 84.1 8 210 94.5 I 3% 91 4.59 "6.6 4.15 105.4 8 270 t21.5 i I I% 4 103 5.24 '33 1 I 4 101.6 8 370 146.5 I 1 Wen iplaserrit as pie 0.11 Anted SUPER KW1K-COUPLE"MOWS AVAILABLE Trade Slit 2 Vs lu 4 tgi special arean •single&Dank Wed GSIPOillilld Rigid Conduit(GRC)WY Elbows Listed to Underwriters Laboratories Safety Standard UL 6 0, Manufacture in accordance with ANSI C.110.1 0 _ To Trade Metric i Approximate V1r.ight ' Standard "ro cz, Size Designator Radius(4)1 Offset MP Straight(Dr Per 100 Prams Wimp I-c on. nun. in. nun. it MM. Ill /0 ..- A 16 4 102 5% 149 1% 38 se 30.8 SO iii -7= % 21 416 114 7 178 1'h 38 109 49A 50 i 1 27 5% 146 11% 222 1% 48 201 91/ 25 . ,.. I 1,6 35 7% 184 10% 273 2 i 51 336 152A 20 1% 41 8 Si 210 12% 31 I 2 51 460 2C(1.7 15 ' -' ---..' 2 53 9% 241 14% 368 2 51 in 330.7 ID = 216 63 to is 267 17 432 3 76 1374 623,2 1 • _,. 3 78 13 330 19% 498 3'A 79 2045 927.6 1 =-' •-z 3 112 91 15 381 22 ii 572 3'A 83 2860 12973 1 4 103 16 406 23% 606 , 3 Y. 86 3519 15362 1 5 129 24 610 34'A 886 3 it i 92 6942 3148.9 1 6 155 30 762 45% 1156 3% 95 11960 . 5425.1 1 'Minim minium as am ULlinsvard tratinbnillosaiit not 4*Owen isncii Stanbil ALLIED TUBE ilia7%4B)Wine Okford II Along anon or lan.. Pkaasisliblninbbing Devers WI 451 Wr,11 h' !V&1 1 IT) HARVEY, IL NOTE.-Specal orders are nor-cant-A*401e,lion-retumabie and non-refkodabie. allircleg.rom „..;Washington State Flnrnrr. rf n#Tr”nc.+nrto1;n., August 13.20..7 1 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.01.01 Manufacturer: Wheatland Tube Co. - Wheatland, PA Product Name: Rigid Galvanized Steel Conduit Standard Spec : 9-29.1(1), Electrical - Conduit - Rigid Metal Conduit, Galvanized Steel Outerduct, and Fit-trigs Product Description : Rigid galvanized steel conduit Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America dause, the PEO is responsible for acquiring a Certificate of Material Origir from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: I', 800 Haddon Avenue Wheatland Tube Company CollingswoOd,NJ 08108-2182 300.257,8182 www whedfland corn Wheatland Galvanized Rigid Metal Conduit (RMC) -Steel General I Applications Specifications Rigid Steel Conduit is manufactured from Wheatland Galvanized Rigid Steel Con- Wheatland Galvanized Rigid Conduit is reel steel ate It has an accurate circu- duit can be installed indoors or outdoors, manufactured in accorciarce with the iar cross section, a uniform wall thick- in dry or wet lacations exposed or con- latest edition of the followingre , a defect free interior surface, and a cealed in ar kinds of atmospheric cone- conhnuous weided seam.The Interior and dons, and in hazardot.s locations when American Nation Standards Institute exterior surfaces are thoroughly and in accordance with National E!ectrical American National Standard for Electri- evenly coated with zinc using the hot-dip CodOID(NEC®) 2002 Article 344 Also, cal Rigid Steel Conduit (ERSC). ANSIO galvanizing process, so that metal-to- it provides excellent mechanical protec- C80.1 metal contact and galvanic protection lion for the conductors while reducing against corrosion are provided. A dear Electra-Magnetic Field /EMF) expcsise Underwriters Laboratories Standard for coating of zinc chromate is also applied. and shielding against Electro-Magnetic Electrical Rigid Metal Conduit • Steei, Additional lubricating coating may be ap- Interference(EMI) UL 8 plied to the interior surface to reduce Mo- tion dunng wire insertion YVheatiancis Trade Sizes 3 through 6 are National Electric Code® 2002 - UL Listed fix use with directional boring Article 344 (1999 NEC®Arecie 346) Wheatiand's RMC and its associated hi- equipment tauter fittings are produced in nominal trade Federal Specificator' vwv-c-sai sizes from 12 to 6. RMC produced In standard lergths of 10 feet (3.05m), In- The above Federal soecifIcation may still eluding coupling, is threaded on both be referenced, however tee federal gov- erds, with a coupling applied to one end eminent has carceted 4 and adopted the ard a by size color coded thread protec. UL 6 standard ant will no longer main- . tor to the other lain a separate standard Rigid Metal Conduit was covered under vvw-c-sei, Black thread protectors identify trade , Class 1 Type A . 00077: sizes 1/2, 1-1/2,2-1/2,3-1/2.. Red thread protectors identify trade sizes 14 and 1- Addltiona, information on the titles and 1/4, Blue thread protectors tclentily ,rade ; designations of standards or requirements sizes 1 2. 3, 4, 5, and 6, , that have been used for the investigation ot products in a specific category can be The pitch ce threads conforms to the found in the Underwriters Laboratories American National Standard for Pipe Inc.', Genera! Intormehoc for Electrical Threads, General Purpose (Inch).ANSI/ Equipment Directoy. The UL product cat ASME B1 20.1 The taper of threads Is egory for Rigid Ferrous Metal Conduit a 3/4inch per foot (1 In 16) Threads are "I protected after cutting by an application of molten zinc, Galvanized Rigid Metal Conduit is an ate proved equipment grounding conductor Each length cf conduit has a label affixed i2002 NEC® Article 250.118) Tee NEC that contains the UL Listing aria a bar establishes theminimurn requirements for code Each length is identified with a safe electrical installation Because of Wheatland's name, Logo, the words the vaned environments in which electre Rigid Steel Conduit", a Lela Meng num- cal equipment is installed, local amend- ber and the words,"Cons.*manufacturer merits are often added Always consult for installation instructions". , local codas prior to any installation. Certificate Numbers Atir Wneattand, PA 007172 Chicago. IL 008952 Little Rock,AR 009081 RMC Spec_Sheel_2002136.5 r, Wheatland Tube Company 9 900Hadd 108-2152 e ,r corn Sw�oad nu os,oe-z 1 a2 1 800.257.8132 'JAVA(wheat)and.corn Hot-Dip Galvanized Rigid Metal Conduit - Steel WEIGHTS AND DIMENSIONS Trade Lletric Needs Amepbble Lergt of Pruned ftigtx wane Nominal Marti Sit+ Designator Per Cordut oli out Coupa g 1t Unit Urges gts Nrtt Ctls,de trside Mil Caplirgs Dia-refer Dantefee llidesse" tdt R O t) tii b kg in nm rim n in fmt it) 15 14 9 11Y, 3030 82 3720 0.840 21.34 0632 16.05 .104 284 3i, 21 14 9 1i'1 3030 109 49.44 1.050 25.67 0836 21.23 107 272 1 27 11'!s 9 11 3025 161 3703 1.315 33.40 1.063 ' 27.00 126 11) 174 35 11% 9 11 3025 218 98.88 1.660 4216 1 394 3641 133 338 17r 41 11'4 9 11 3025 263 119.30 1.930 4838 1.824 4125 138 3.51 2 53 11'!r 9 11 3025 350 158 76 2375 8033 208.3 5291 .146 3.71 2'!z 63 - ! 9 10'/s 3010 558 253.56 2875 73.03 2489 6322 193 4.90 3 78 0 o 104, 3010 727 329.77 3503 88.90 3.090 764a 205 521 3V2 91 y 10"t. 3035 ' 863 39917 4.000 101.80 3.570 9068 215 5.48 4 103 1 _ 1044 3005 1030 46721 4 500 11430 4450 10287 .225 5.72 5 129 I 1 9 10 2905 1400 635.04 5.563 141.30 5.073 12885 246 8.22 5 155 8 9 10 2985 1840 834.62 6625 19828 6.093 15476 i 88 6.76 'For u,fonnatio,only. not a UL 6 requMenwst. Zicid Steel Cor du4t is manutadured to the lengths shown above,so when a straight-tapped coupling is afached a 10 foot(3 05m)length is pro- duced Wheatand trade sizes 3 through 8 are Ut I fisted for use with directional tonng e. ..pment PACKAGING �_ Trade Metric T Yead Quantity Quantity Weight Volume Size Designator Pro Cotr Per Bundle Per Lit Per Lit Per lilt i Feet Meters Pieces Bundles Feet Meters Pounds Kilograms Cu.Ft Cu.m i tfr 16 Black10C 30.5 - 25 2,500 762 2050 929.9 19.4 0.6 % 2' Red 50 15 2 - 40 2,000 610 2180 9888 26 7 0.8 1 27 Blue ' 50 152 - 25 1,250 381 2013 9129 222 0.8 1'1, 35 Red - - 90 - 900 274 1962 890.0 28 3 0.8 1'f, 41 Black - - 80 - 800 244 2'04 954.4 27 2 0.8 2 53 Blue -- 60 - 600 183 2100 952.8 361 1.0 2'!2 63 Btaac k - - 37 - 370 113 2068 9382 35.3 1.0 3 78 B kue -- - 30 - 300 91 2181 989.3 41.5 1.2 3'/r 91 Black - -- 25 - , 250 76 220C 997 9 43 3 1.2 4 103 Blue - - 20 - 200 61 2060 934 4 48 6 1,4 5 129 Bire - - , 15 - 150 46 2100 952.6 52.1 1.5 6 155 Blue - --- 10 - 100 30 18.40 834.6 43.8 12 The quantity per Lift conforms to the National ElectricaJ Manufacturers Association Standards Publication RN-2 Packaging of Master Bundles for Steel Rigid Conduit. Intermediede Metal Conduit(IMC), and Electrical Metallic Tubing RMC_Spec_Sheet_2002.p65 . . . • 4129:1(2) eattand Tube Company 2 EMT Elbows 90° Rigid/lit/1C Couplings-Galvanized Steel Tfle 4.11i)111..Rmilue ejfkr.A Wall° 136'4* SW. ThisriC,‘ claisto Longue ' Welsthlibs: skt Skzo NO Per lea Per Gin cation elV• Size DeAssorteer ' (4).) i Par toti Par din, Calpgi thy, 4 . VA 25 13 50 4 1.010' 15 1212 100 4 % 4x, TV 45 '23 50 % 1. 5-0 1"/ 18r 9 ea -,-, e.; i 5% 91.S 92 23 25 ' 1 1,526 1-7:1:4, 20 9 30 1Y7i Tel IO'h 135 27 20 .1 y, 1,889 g 121 37 9 25 1 ilij ZVI 125f 20D 30 16 l'h. 2.155 21/To 52 13 25 2 S'1.1 1414 28D 28 10 2 2.650 2 /ila 7'2 15' : 20 Vie 1C4 18% 500 250 50 24: 3,250: 3 31.-,4 170 41 24 3' 13 20 75D 375 50 3 3,870 3:'44 210 34 ' 16 3v; 15 23Y: 1074 355 35 3V2. 4.500 3 nf 340 41 17. ,, 16 2614 1300 455 35 4 4,375 6-11..„ 300 33 ' le le.sau 7,4,14 215 On--4 Tcrirr eti‘cji*vd.1 Fig,e; 04Mo-is or LW% 6 6000 3 n'c't 6175 a li It tili I k 3'4"d6rg F4'g 13 0'A-A:V1C94"..,45'..ssioitp,,Ir-piox410,0,Iaestioraii arr.AO to.t,1 in k;140 aV,dW1141 tr.i,T4 Arr,dccli14.2tr.S. 6 1108 4 iii,i '765' Sulk : Balk 4.;lc1rail-0y 1.;;:jurcilviel,tilc,Lt(707,AFlimAwl htnitertat SL.qrallarris Ortolitte,!- nirrlsomd.I;UL Spati4lialiatv, - .i.71c:`4 Whit-114,1;11f encr,5;%Is 03r-ViL.O. , ;. 1• i Rigid Steel Conduit- Rigid Steel Conduit 6e1Vaniaed mei Running Thread Pipe 1bovve pao - .. I)a cia 1-vo f;:-.r tr, igra les; TheMlii,Ul.Radius OP 189: strait?* Weigot itr,'"" i &ri 51A Ctli;cil I pqr itl6 Pi Pin'Cle, 'Stitt f!mt rig.i FliP? ' Pat fo Pey co, l'Calidn Q . 1 i 4 1 117 1 18 29 4 10 Y.: 6J/t' % 70 35 50 $tv It; +,5 7'1 2',A ' 112 : i —0')' 42 43 1 5% 914 21e4 192 48. 25 '.4 Go! 62 37 11/4 714 117/0 3 320 64 2e :!•,... , 75' e5 54 1'14 9'4 : 121'1,4 314 4-13 el 15 10 52 — 2 l'A 1511 4 579 137 10 l'A :is 141 51 21,7 1814 191/$ 4% 1200 600: 50 I 1 t.•.':.; 30' 180 5,1 3' 13 21$, 6 I 200 665 r °, 24' 249 SO 3:4' 15 24'4.. Tk. 2500 /03 '25 303 46. 4' "l(3 25Ye. 514, 143) 775 I 25 I 3 V 4513 45 0 7A 371 art % 6800 bull: Bulk i 6. 30 4914 1314 t 1400 Sulk Sulk ‘; ir&of 0 wag t7,7x1.13,715 rPi S.V4S4 Mcfb'zi and fitstk c:fisic.1.2x2illitiu.,.4,11i 4 - thread etatere_or cp.cull ami vt,p La,teirj;„Iff,m,:i Fout Itraglho:re;;JE-1:1 cam,iiirud -9.4,w1r.;•,lo Emit,...kra cp.I''I:cr.riit.N9...tri Dow a.....Nr,moN:tudia ro ggillinq .-.1.1coo Plz!eq TISfit;Ohs onvq111,Se;s1 CV qi-Jus.1 lsr; frO•t:C.OVIgiU3'..:;"6- to 34' 1:6-41.:c1213".'• ;gNiasbinfitoil tIemA,;,7hnnk"Fxrymunotintie,olj August 13.2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: Tai'ENELECTRIO Date: 08-13-2I Bid item Mated Mabufacturer: PicoMa (tEiy Beck ManUfactUribg,) - WayriesOoror Product Name': PiConia ElboWsf Couplings, Nipples Standard Spec :,9-29.1(2), Electrical-Conduit-Conduit Bodies and Fittings for Rigid Steel Conduit Product Description : Rigid galvanized steel conduit fittings: Elbows? couplings, nipples PrOduitt Restriction : Acceptance Code: 3102 Code Description :VIsually verify the product delivered to the jot' site is the product that was originally submitted by the Contractor and approved from the QPL If the Contract contains a Buy America clause, the PEC1 is responsible for acquiring a*Certificate of Material Origin from the Contractor Note 'Restrictions' when present Last UPdated : Sep IS, 2010 To be completed by the field inspector: Quantity: Verified By: Date: • • • 9-29.1(2) pi-coma / •,-^ \, • iftro011"P • ,ffs • PrCOIVIA EDMOND, OK Full Line EC&N Catalog: Elbows, Couplings & Nipples , , NORTH AM65; ERICA'S BEST-IN-CLASS ELBOWS, COUPLINGS d NIPPLES "ti . . , We've been connecting America 1 bran steelPicomfa ismeteboricwa s,America's leadingcouplings gs and nipples (EC&N) an '':..\,.... d a division of o \;\ Zekelman Industries, th o e largest rgest independent manufacturersteel .1. .t., ..N, pipe and tube in North America. J ....., , A A A ' ...* i " " '. '1/2....,. 4 - , .4 . . .., North America's Best-in-class Electrical Elbows, Couplings & Nipples for over 65 years. Your complete ECM package Contractor-famed Innovations TorlAy,Plcosre offers distributors a Innovator'at Acorns starts with listerung Complete load EMT es well as rigid steel carefully to our customers'needs - - • NEP Ind akerrnurn eltxlvvs.COLIPIONWS wiJ Responsiveness to users is a priority at Moles for electrical conduit aoplicArons every level of the COrnidanY,horn the •,* 41. - With our ecpvnenced dedicated service executtv•Suite to the manufacturing floor team it no surprise that Picoma has set For example.much of P!corna production the Industry sad for decades. equipnent has been specially designed at 4* 46 modified by Piton*engrneerS to -nest our The rfght product,right when you need it own high.rigid quaky standards,exceed As the.nOustri leader,Pletrrla offers industry standards and Perform to grease in•house benono.cuttng and rhrpari rg COstorner requirements. capabilities with the largest seiection of Wiroalty items,inciudirg specie- Responsive service,helpful technology length morales,long-radius Mewl,and Our Illy ntpgro-w-1 ruarming systeerts CU5t0,11 bending end threading for uriqua ersure steel cots and c.cncluit feedstccl, icat3ors Our soecialized hot dip and are In place and available leo ileecleO,so n-line fie ivanirling proc.esses set Ile YOU Cein ill(011Ct quick iesoonse. ro spiskes denchma4 for duality the industry, in demand wad thanges J!tie r patterns Pcoma cvnducrs are manufactures Mir Electronic Data Intp,chzinge(EDI) m Cambridge,Ohio,from conchal program with a ilendor-mansPed inventoll stock proCuced in-house.then further NMI)system allows vou to piece your a Prica red ano shipped to our local order 24/7 It otitis order entry,lets you .•ierirro-scis across North America, P4711,741 oroaucts match UPC numbers,improves atom veil n ro undenwiters InvOlce accuracy,and tails you when your Laborarcirres 100%Made Melted in America ordwwill ship Pcx:Frna offers superior fill P Cuetre's standard line of steel EC&N rates CBS%)and rest order turnaround satisfies the strictest American Made. Made In Arteries and Buy American. Strength.Innerstion,Service. legislates",so vou Can buy with corild'erce' We take greet pride in sarnerig Our Offeong suoettor physical protector for ctstorners'needs No lob a too big electrical conductors.Picorna c your Urge to,us to tio,oie_dnd,Jower4,g on source for all EC&N in Nicrth America time is standara aractioe And we contrail' look for cipriortt,nottelto bring greater voice to every cuunrner rotationshio through produrt ano process innovations For more information, call 800.742.6621 vis picoma.com Elbows, Couplings & Nipples Electrical Metallic Tubing—Stcei ELBOWS 90°/45° SPECIAL LARGE-RADIUS 90° ELBOWSf TRADE MIN, TRADE 12' is- i{' 24• So- 38' 42- 48" SIZE RADIUS SO'ELBOWS 45"ELBOWS SIZE aaaars 'RADIUS YktO II MUMS YAWS Manus MUMS 'WW1 STAKDAAO STANDARD 51 - - - - - - - - rn- CARTON Ink ew cta MCI R CARTON Ies.eat an. wear CITY. arr. 1s -- - - - - - - - V. 4 30 13 26 50 12 24 1 - - - - - - - IL 414 50 23 46 50 20 40 1 x' - - - 5 - - - 1 514 25 23 92 25 IA 72 1% - a 5 - 7 - 9 114 7% 20 27 135 20 20 100 2 - - 6 7 9 9 9 1 A a A IS 30 zoo 15 22 14; 216 - - 11 - 3 - 2 914 10 28 26C I0 21 210 3 - - - 15 15 16 - 21 2W 101s sulk - 100 Bulk - 358 >t11 - - - 20 25 - 22 3- 13 Sulk - 750 Bulk - 700 - - - 19 21 24 28 31 from 314' 15 Bulk - 1014 Bull. - 650 tL��r 4' 16 Bulk - 1300 Bulk - 1000 0 Tested and Listed for Safety steelOur pdvanieed with the WINOviiiho 'Tiedssires:ftandtamersAlo odrepeleetrietlwrenOr Aandards:ANSIM90.14t federal sdevficatloaS$W.C-6B1 den 1 S indwd redRs atbdws also rorisf re n aR dot V u.IS and n to type A and UL-797,to which it to L eted- WSI9na am arloroarnau. BST® r0 esN wAMmete W4hts lot 60 dsabct 1 dY 4S*duetI to Se,Ameba]Oft 111141101 Galvanized Rigid Conduit/AMC* COUPLINGS SPECIAL LARGE-RADIUS 90° ELBOWSt TRADE 01JTSIDE UL INN. WOOD ETD.CTN. TRADE sr- 15" it 24" 30- le" 42- 40' SO- SIZE 0111421ITEN L[NOTIN' UM OT1t. SIZE lumen newt menus RAMPS INDIUM saws musks wows embus In In. Per 00 Per an 1 4 6 5 6 9 9 12 13 - 14 1.010 1% 12 12 100 114 6 7 5 12 13 16 18 - 15 1.250 1414. 18 9 50 1 K B 5 10 1' 15 16 19 21 - 1 1.525 II%4a SO 9 30 2 10 10 11 14 20 22 24 26 - 114 1869 2Y. 37 9 25 214 '5 19 18 23 27 32 39 44 - 1% 2.955 214s 52 13 25 1 - 25 28 S2 37 45 52 57 - ---_.."). 2 2.650 214 72 15 20 i 5t - ""M. 31 .is 42 54 62 69 - 2% 3250 344. 170 41 24 4 - - SO 45 54 34 73 81 90 r 3.870 3546 210 34 16 3 - - - rS1'la" 85 94 100 120 136 3% 4.500 3'14t 349 41 12 6 - - - - 31 140 160 162 4 4,875 344. 300 30 10 •+d.prrv,•[s 5 6.000 304. 475 Bulk Bulk Toted and LittYd for Safety II t.200 ass 7b5 Bulk Bulk Our idea leidelbows comely with Ins 1°lowr•1y sea-dads. ANSI'C803 and federal fpeGNkatran WW-C-581:Ws'type A •was tor we wan n ersnedeare Twat ea.Kdwr INC) WE and UL•6 to Much it+s Listed aaiwnn-". .. . .zs' . •Abe*bum MOret...... .*t.wna*canCueMC.). DIMENSIONS OF SPECIAL LARGE-RADIUS 90° ELBOWS TRADE SIZE 1-254 1-3 1-4 1-4 1-6 1-6 1-6 11-6 12...1 When Radios""A^is 12• 1S' 111' 24' 30' 36• 42' 48' 00 Offset"C"Is 7'9' 2'0- 2.4" 2"11" 3'S' 311' 4'6' S'0" (v I c 7 � Straight End'D'"Is 9" 9' 10' 11• I1• 1" 12' 12" 0 Length Unbent Is 3'0' 3'6' 4'0' 4'1* Si"" 6'6' 7'6' 8'4' e picomo Chart Nay -=not amino% I But.snpoedIn onistrese anon or tsr/Y Galvanized Rigid Conduit ELBOWS 90° MIN. OFFSET STRAIGHT WEIGHT" STANDARD 0 Tested sod Listed for Safety TRADE 9a28 RADIUS PIG.1 FIG.2 _es CARTON OTT. Our galvanised s1vl4 rigid elbows.couoings arc ~voles comply wilh the Iollowdlq 1tanNvds: 1%. Per 100 It ,ANSI C801.Iodaal spec/itadon WW-C-581 11 4 6 1% 7D y,� eMEEC -_-,ass 1 toga A and uL•6,to which.[is Osted % 4/ 7%. 214 112 50 1 5% 91S 2% 192 2S aMt nrrwr► 1% 7% R% 3 320 20 —11111 1 as 1% 814 12nrc. 3% 413 15 1 ) 2 915 15% 4 67C 10 _ 6._ o 2 A' 101 191 4% 1200 Bulk taaIMS. .NUN a 3• 13 21;4 5 1900 Bulk • Polo Oros 21%and U asr ttaowa to wrortva c rtOns or bulk PMgltlted and bQilr"Won tuodkd 3'.5' IS 24 Y4 51/2 2800 Bulk w.M a"woad voercta,on ewe,rnd end 1 W.4• 16 25 1S 51G 3100 Bulk caws ••M a,,u1n dh.w...wn per tlt-& S• 24 3711. 81(. 6800 Rule L6' 30 49% 131 nao0 Rum, � S LENGTH CLOSE 1,4' r 2 Ts- r 314' STANDARD SIMARD STANDARD STARDOM WEIGHT STANDARD STANDARD LENGTH• CARTON NOWT CARTON HEIGHT CARTON WRING CARTON re,40 CARTON wow CARTON WEIGHT TRADE SIZE r, QTY. ,eexrrc. OTT. of,Vt'11 OTT. iAa:41. CITY. Lac. OTT. .nrout 01Y. war„r. ' 1'. 25 6 25 8 25 12 25 15 25 '9 25 22 '4 14. 25 9 25 9 25 14 25 '9 '.5' 24 25 26 1 1:h 25 '6 - - 25 22 25 28 25 36 25 43 3% 14. 75 L. - - 25 2A 25 37 25 47 25 55 1% I". 25 28 - - 2S :.: 25 44 25 56 25 66 2 2 25 44 — — — — 25 59 25 .2 15 88 214 2'- 12 84 - - - - - 10 100 120 3 2% 12 118 - - - - - 10 130 ID 157 3% 2% 12 150 - - - - - - - - - 1 29. 12 180 - - - - - - - - - S 3 Bulk 260 - - - - - 6 3''. aulk 350 - - - - - - - - LENGTH 4' 5' 6' R- l0' 12' STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD CARTON WEIGHT CARTON WEIGHT CARTON WEIGHT CARTON WIIGNT CARTON WHEEL CARTON wos,r TRADE SIZE CITY. •r+aeLas OTT. Mnrs e. OTY. .t.ao.n OTT. ..,iwu. OTT. w.C.u• OTT _.00us 14 25 26 25 33 25 40 25 54 25 68 25 82 25 34 25 43 25 52 25 r3 25 89 25 109 1 25 49 25 64 25 78 25 '09 25 138 25 166 114 25 66 ;5 84 25 100 12 136 12 176 12 216 11h 75 80 25 103 25 122 12 170 12 216 12 260 2 25 103 25 132 25 160 12 220 12 285 12 335 2 A 10 'SC 12 197 12 240 5 329 5 422 5 505 3 1(1 2u0 10 260 10 300 5 411 S 528 S 630 3/ 10 240 10 320 5 373 5 510 5 655 5 785 4 10 2t1; 10 380 5 440 5 61 ) 5 775 5 925 S - - BuNr 480 Bulk 600 E1u1k 825 Bulk 1055 Bulr 1260 6 - - BuRa 660 Bulk 820 Bulk 1125 Buhr 1440 Elulk 1720 •r awn,down.a lo,close' 4e onW?nee!ara.w+.08,.4,0on WO"'!Or nita/e.rn W rytt,.'crow Min r2'O'warn soecrar tnre.t,lg,..nnram.nh picomu Pipe Hangers 33108 - Extended Clevis Hanger (T0(C0 Fiq.1A) Size Range: 314'QOrnrn) .,'':ru .2' ,a3artm)pipe (Roil Slid B Badger Rod Mot &Mari ill pigre la tea rd lunar Materiat: Steel Included c Function: liecomended for the suspension of isolated rn Career at ape to lap of hunya. pipe where the temperature does not require the use of ,R` / 0 ;fid9s.guides.or rollers for movement. ' nor rear-;7ur j Approvals: Conforms to Federal Specification riW-1i-171E �!� Coder of�rpe'c bottom id 1 C i'1 qe ,Jd. &A-A-I 192A,Type 1 and Manufacturers Standardization E ; 1 Society ANSI/MSS SP-09&SP-58,Type 1.e 8 �►l 1 Imager rad.Mr.pi n+',iacxd ianom et M Maximum Temperature (3a3•C) / F Order By: Part number and finish For service a>r1anerrl For Starless Steel add SS to part number. I ac 7an mint to Mew r+ Nervy red nmR,nude IN Mow. Standard Rfdsh: Platt.°ectro-Galvanized or Hot Dip �' 4 Galvanized Mar mum,nsa,unPr*Kiwis For service temperatures of 750°F(399•C)taro 1050'F(565°C)specify Type 304 Stainless Steel NIArrur;41 Pip::Size Fc.ii F..• B 0 Part Wo. In .:nit -. ,.,I It. r-r,1 63108.314 114• OR 3V-16 431- 011.1) 3t3he (9&11 31hs" ere 63106.1 1' fI W.16 434- (1203 41he" 003.2 31i11 gui - 0 133108-11re 11A" 1323 '-16 5W- f136# Cr (It4a 3 W M.n . 6310E-1th lair so) 3A1"-1e eihr (tr43 515 V (iso.a► 5T9t• (I202) 83108-2 r' 10) At-18 + e14ha" Real 7W1" 1193.7) 6 " 07411 6310 292" 0551 'h"-13 10" 12541 OW Rum Ate Matti- -83101-33 3" ism ' '-13 106/8' Rag) 613hs' Imo DV ' QOOa -83106.4 4" (100 3Aa"-11 Mahe' 0001) OW 1241.31 Pe (212.7) g 83101-5 r 025) "-11 13111" (333.4) 10Sns" 12810 91R" (231.4 c -831084 - r p50) 7/4--10 143W1" (365,1) 11" 07.4 91ttts" t'T46AI = `--a 63108-11 r pa Ve-i o 1631+1" (425A) 123.W. 1314.3) 11'b" R82.61 it. 03106.10 10' Ma - ,*.'.9 19'M (488.9) 131311e" mu 122fis- (312.7) 83101-12 12- IRO fir-9 21 Wb" (549.3) 15$fts• ps5.51 1346" ' (346.1) L F R Design loan Appt ex.Ntt.itan Part Mo. m -,' in Iran; it grrm) 7.. 44) lir. (k;) 6310E-3a 24M 4131.51 IV 02.7) , ? _(50,8) 730 p.15i 45 _ , 2..41 133108-1 2.' 0695, 5k. 054 r we) 730 0.25) 49 22.7, 63108-1'14 -'A" . 0151 'M" 7221 r (SO5) 730 A25) 55 ,2.1.3, 63106-1'ft 2W NA 13hs" (30) r (5143 730 0.251 67 110.41 83108-2 ?At" 018.51 1 1e 141.31 4' (101.4 730 63.251 03 f OQ5 63106-21h PIt' 03.51 2' (600 4" p0t.I 1350 S.001 177 OM 83108-3 mm 21h" 113.5( r 450,11 4" 0014 1350 ts.a 191 41111) 63106-4 21/z" iptsi r t6_ 4" (101.6) 1430 1 237 (107.4 83108-5 21h"' 03.5) 2" 004 4" p01.4 1430 0..34 302 (137.4 831011-5 3- Re.21 r (604 4" p9131 1940 )p,O5 397 pato 63108-5 31M mg' 26Ftr - (60.7)` 4• p01.61 2000 p,10( 592 1264.01 83106-10 31M 014 25111" 0171 4- 001.81 3500 (18.11) ' 966 (490.11 83108-12-_• 31f1" (Ili) At' 017) 4" 1101.6i 3800 06.101 1221 (553.4 AM dimensior1S in chars and on driwamgs ane in,nJnea.Olrnendons shown in parentheses are rr mgnnaters Larissa olhatias specified. Q Pipe Hangers 4 Supports 5,2 B-Line by E:T•N rm.,. 90 SIDE LOADING •HANGER'- FIG. 90 MATERIAL: • CARBON STEEL OR STAINLESS STEEL ORDERINO SPECIFY NAME.. FIGURE NUI•41BER,; PPE SIZE, MATERIAL AND .FINISH ...,:k. -M- . trco 9 . , .. 1 I f=. _ .. .= • ,„L, . . . , . . -7--- I- D r , Ns........., '' • '' . ' r-•'DIA, I -''' • ' . . la , . . I • -.- 7- 1 , - _...............v. I I . a • low, • f. . • .. i I . F.10-9-0 . . DIMENSION$-7L04DS1JEIGTS • , • • ' lox ME . sit= •' WM" . APkiaX, s= A 0 C ' 0 E F ' C SIZE . WIN G' wrim,3/0. 2.--sia ‘ I-45/15 .• 420 X,1 400 i1 , ZA04 3/0 2-71 1/4, 1-7ja 7126 1--TI/1:5 2-41/5X.1 4CK) 22 1 3/a 2-10/ ti• 1/4 I-Taps 7,n„E 1-.43/ifi afip 420 X 1 , 400, . 25 7-1/4 3/a 3---1/4 : 1/4, 1 2 Tike. .1-tlia-, 2-5/A :120 X 1 • 012f 2? I-1A 3,43 3-9/16, : 1/4. '2-3/16 2/_,,T6 2-7/is5=7/6 420 X 1 , 4C0. 21 , 2, 3/11 ZT-T1 6 t 4 2-4 a :filq. .2,-4 6 3-1/1.5 ' .. 420 Xi 400 31 2.-1/2 1A2 --•7: IS- 4 a 1 F..-7 le ,..- 3 a, 4:4/43. va -A 1-114, ack 41 71--- 3 1/2 I -13/t0 . VS 1-.4.79/16 : PO 3-4A 4-1 6, , VS-k -4A mx)I 74 ,. 2 T 0-.I. 4 t 2-5 a , 'VPS .3-3 A .4-.3 1-1 4 . saa 84. , , e -.v a• • 1 -1.-5 6 * * 1-. . ..F0 - .§.-- ' 6 1 3.,A31.11:-IMAIMY5, AS'-9 le m . 13 1,13 6;-.SAIIIII0T- 1-1 4 ' 600 .23fi: B. i 7 8 `...q-4 - J - 15ils `7"-.: .-. 16 6.-15 B. ' 1 44'X T.--1/2 I ?6U t 3.,32,-- *__ , , .1111:i&WP -.... GULF' STATE H.!Ncens PHONE: (251) 653-6228 et FAX: (251) 653-5358 .." . servarsf owtuvaccuals.INC• 05125/2011' qED o0:2E; EIVIIX tiR q413.1 51002 7.. .... ___.. -Washington State ,Itir .,,,,,_ Departmentof Transportation Requeit for AlltOvatOafateriili - - _ Contract Nurtbet. Fel Narober. 'CAG-20-bS PR . . s.„,Tit la cf Prkeot ,' Efo.ITP DUVALL AVE NE' - CcriI Gctn:Oractnr 'REED TRUCKING a EXCAVATING,INC TOTEM ELECTRIC: . : rowspor.oseonly. , HAM At' :.-047., - . _.._ 'PE Lta Wa.r,i Vgaililet' Naos an4 Ler.,..5mclfabricair.Marp'ig..tgrx crRatittes s'p.t...f6ron. ,EMPI.coa tiditr,t491. lictUsa . Iih. Ptcdcallym . , RAnir i d a, cc .. ._ Arg ORE PLASTICS;EUGENE,,Qa 9,-19.10)A 3. -.,,,... . . - — thlra?9 ilvOls;Tx . , 85:01,01' Pvccolour t,t,4r4tALi • 9-i91S)A - - - - , . _ PRIN1E CONDUITXLISVE LAND',011 ELBOWS& OAIAIT1DC,t1,11NERAL.I'VELL :77c . . 85..01.0! Frrizoos • • i aBows g. CrEPTORIKRALOY,,FAIIIFIF,1.1).;011 OS,41141I .. L. IlTtlNGS -- . 9-29,1(4) . 801,(12, Vd.CEI1.41PSACPNIPTCM•CA '-..3'. 16 MORRIS PRODUCTS,qUEBNS HURT,NY' • . ..,.. ' .0 Luz- Om am cprr . , . _ .Fgo• girrEe'n'Re'prtfitatig ,----) - Otte:--:, 1Agtrialt;irizl*artaclirgserlig1L'i " Wu - ''19iiiiii.' ---AceptOpte Adlot CadeOcir.use by Peoject Engineer and State Anaterlala Labinatory 1. AtZe0b)rtra PliT4riaZ Acc4Mailc6 t214. 1..06-9 4 solittrity:7 Mist Rciicrtf9r.si111014*al inateriat tottl Incaingoitnii rho, prke.v.. -;2. iiir./1174anrA Oiler ifit MO,COI.,t21 Oornplrontizicir Athiltitincig?pslaiN*Of rigt.r*i, AticpUrtce Cipiorb:Cptiitg durg:fcir4Aoccritont.d,cnoridii'sa-or ming:ht.,CatOoll CLt AppnoVell jet ttp q,::;10r7cri1ari*orlierit'it:ttitirrd Shbp 044,iingi,ffit Aripttrial"pi.lor ti?:rida.rWiin of trinitrjat, 5:./11%*Olarice Criter14;Onty'Aop!qveti for Shippefirs,'WSP.Cir.fftipi/Oetrat'Fatirfaitin Arkpilniea DLnliriTititiciotill'all be Utell, a. 'i'1.,*Cptarnle Cal**. obinill C01410110,5f 11.0001s Ckiiii:0 l'0;eci D61,1o6r,Oflice, . 7.i.t‘ca'optattcc Critraief.NEtwe3iTipn:srotlectto StOlo PITatalato Latuacry ra 4ppiCival Atttr*, A'sq'um*APtxcifli: 'Sei?"-Itelitlittis :,7',yApprovai ArnItelft %Arita cciriipes foe girelIr.niparil'aualu ode.n, la',APPraMuire1rinekl; 11.DA switcro.cLig Acctptl IMO Critarit.Retina:: {PEfl ReSerks . , .• . _... ... 6. '' '' ' ' ' • (HO); •l*Oinide'27:04.dOit;mirith7miri.1birid*ditts'Ot2446ati.0- i.pe'e.S, r.13-20.73(5)A mid for.M411411 EM cornoetl pOor to cutamitLIL If liti's fon 15 mil atinn.%at II fneof$litrnittat it troy ' tereturned ror thformar 11121 Vrascirnitted 60 T Fomii.5^.,-071' F3e:lAix1 tqlini Proloc.f Engin=pt(bul;sm earrfaccor Rzrion 4 punrikm F.:70.05r irotesz1#fi,vv.0$111 napleilf0.0.11s Slabi 1131641 LA b tOS 471.11.V 1 T 1 r,f twin ntisf-Txpti rrinal,Ot August 13,2021 Qualified Product List Contractor Product Information contractor: REED TRUCKING Contract Not CAG-20=065 Sub Contractor; TOTEM ELECTFlc Date: 08,13-21 Bid Item: 85.01.01 Manufacturer: Atkore Plastic Pipe Corli Eigeher:OR Product Name: PVC Conduit; Schedule 40 and Schedule 80 Standard Spec: 9-29.1(4)A, Electrical - Rigid PVC Conduit Product Description : Electricali- Rigid PVC Condi*, Fittings Sweeps and Elbows-Heritage Allied. Product Restriction : Acceptance Code : 3101 Code Description Visually verify the product delivered to the job site is the aptaciuct that was originally submitted by the Contrattor,and approved from the SP1.:. Note'Restrittionsv when present. Last,Updated : Dec 27, 2017 To be Completed by the field inspector: Quantity: Verified Or - Date: ® allied 3-29.1(4)A SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted TUBE & CONDUIT* Amend &Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his A PART OF tkore responsibility to comply& conform Aka 111[EUUIIOIAt with the Plans, Specification, and Contract Documents. PVC Rigid Electrical Conduitall r (;ray &Oa&.rne•, 111 CONSULTING ENGWEERS Schedule 40 CondulBY DRS Date- 9/29/21 s ® Tested and Certified by NSF or ETL to UL 651 ILecrIICA s-- Conduit is manufactured to be In conformance with NEMA TC 2 and Ut.651. Designed and produced for use in both above ground and below ground applications. csmmi Product manufactured with one integral solvent-weld bell Standard per length. Minimum Approximate Standard Crate Dimensions(inches) Wall I Weight Quantity Size OD (Avg) 1 ID(Approx) I 1, H per 100' 10' 20' ---> 35" 0.840 0.60 0.109 16 6,000 l 12,000 '!i" 1.050 0.80 0.113 21 4,400 8,800 1" 1.315 1.03 0.133 33 3,600 7,200 1 X' 1.660 1.36 0.140 46 3,300 6,600 1 W 1.900 1.59 0.145 56 2,250 4,500 --3 ,2" 2.375 2.04 0.154 73 1,400 21,800 2 3ri" 2.875 2.44 0.203 119 930 1,860 ' > 3" 3.500 3.03 0.216 165 , 880 1,760 3 W' 4.000 3.51 0.226 199 630 1,260 4" 4.500 3.99 0.237 235 r 570 1,140 5" 5.563 5.01 0.258 319 380 760 6" 6.625 6.02 0.280 414 260 520 "g" 8.625 7.95 0.322 623 ( 180 360 The product was made in the United Stat&n Eugene,Onion or MItford,1.11*. •E-Sch4cl is not inducted in UL 651 and b therefore not listed. 2220 Nugget Way •Eugene,OR 97403-Phone(877)81 t-7473 E-112(04f15) lin 1929 1(4)A ne TUBE & CONDUIT A PART OF Aa tkore aw llr1IMi1►Heat PVC Rigid Electrical Conduit Schedule 80 Conduit lb) 0 Tested and Certified by NSF or ETL to UL 651 «<.CCAij arm Conduit is manufactured to be in Conformance with NEMATC 2 and Ul 651. ams Designed and produced for use in both above ground and below gourd a3plicatiors. e! Product manufacturec with one integral solvent-weld bell standard pe-length Minimum Approximate Standard Crate Dimensions (inches) Wall Weight Quantity Size OD (Avg) ID(Approx) {inches) I per 100' 10' I 20' x' 0.840 0.60 0.109 11 6,OC i;J 12,000 34" 1.050 0.80 0.113 2 a 4.,J a t 1' 1.315 1.03 0.133 33 3,600 7,200 1 X" 1.660 1.36 0.140 46 3,300 6,600 1 X" 1.900 1.59 0.145 56 2,250 4,500 > 2' , 2.375 2.04 0.154 73 1,400 2,800 2 K" 2.875 2.44 0.203 119 930 1,860 3" 3.500 3.03 0.216 165 880 1,760 3 X" 4.000 3.51 0.226 199 630 1,260 4" 4.500 3.99 0.237 235 570 1,140 5. 5.563 m 5.01 0.258 319 380 760 6" 6.625 6.02 0.280 414 260 520 '8' 8.625 7.95 0.322 623 150 300 1 The product was made in the United States in Eugene,Oregon or Milford.Utah. •r Sch80 is not included in Ul 651 and is therefore not listed 222E Nugget Way-Eugene,OR 97403-Phore(877)811-7473 E-114(05/14) taic 2.12 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.01.01 Manufacturer: Cantex, Inc. - Mineral Wells, TX Product Name: Cantex PVC Conduit Standard Spec : 9--29.1(4)A, Electrical - - Rigid PVC Conduit Product Description : PVC Conduit: Schedule 40 and schedule 80 Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submttec by the Contractor and approved from the QPL Note 'Restrictions when present Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: . . . CANTEX PVC Electrical Products cArimrimc. INDUSTRY ORGANIZATIONS 0 CANTEX actively supports those organizations which set standards and promote professional practices In the mace,- cal Industry These Include NEMRA, NAED, NEMA, IAEI, ICE , ASTM, along with other associations in the construc- tion inciusty. QUALITY ASSURANCE . CANTEX has a comprehensive quality control program to ensure complance with industry standards amitieshed by Underwriters Laboratories,National Electrical Coca, National Electrica;Manufacturers Association,and the American Society for Testing and Material,. From virgin raw materials blended into compounds thru extrusion or injection molding to final inspection and testing of the finished product, the manufacturing process is monitored to make sure quality standards are met or exceeded. Eacr plant is graded and held accountable for the quality control performance of its total output. To farther strengthen the company's gore for quality products, a centraliaed quality control review procedure assures that svery plant is producing at a coneletent level of quality for an simile- products.You know you're getting the very best every time you buy from CANTEX. PVC ELECTRICAL STANDARDS BY PRODUCT Schedule 40 Conduit Utility Duct- Extra Strength UL 651, NEMA TC-2 arid NEC-Article 352 NEMA TC-6&8, DB-100 and ASTNI F-512 Schedule 80 Conduit Utility Duct Fittings 0 UL 651,NEMA TC-2 and NEC-Artlale 352 NEMA TC-9 Forte-Duct UL Schedule 40 Conduit EZ-FLEX ENT(Electrical Nonmetalic Tubing)& Fittings UL 651,NEMA TC-2 and NEC-Article 352 UL 1663, NEMA IC-13 and NEC Article 362 PVC Electrical Fittings ENVIPO-FLEX Uquidlight Conduit All ffttings for electrical applications conform to UL 1 660 and NEC 356 NEMA TC-3 and UL 5148& UL651 Utility Duct ENVIRO-FLEX llquidtight Fillings NEMA TC-68,8, ASTM F-512, UL 514E, NEMA FB-1 and NEC 358 (Type EB20 - UL 651A) a--- - , Uniform Product Code — Bar Codes UPC-ITF Shipping container Bar Code to Identity each standard Carton of Products using interleaved 2 of 5 Symbology. SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend &Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his --.--.) 3 00 88700 56765 9 responsibility to comply&conform ...---------..-"---. —ea.,. T"--- with the Plans, Specification, and Packaging Number Manufacturer he ch Contract Documents, Level System I.D. Nurnber Number Di 40 P Cheuacters (inn'', an-ORborne, inim CONSLCING ENGINEERS By DRS Date 9129/21 1 7 - . 1 -71- E 0 11:3 OD hi_0-61 I---t .4- re' ci Part Number i .5Tie. T Mini: OD ID Mitt E; B. O Mine-. I. _Min. A52AE12 - ) ' 0.109" -0.840!' ' 0.57B"- 0,82" 0.836" 1,500' 120" - .A52AG12. 3/4" 0.113" 1.050" 0.780' 1.064" 1446" 1.750"' 120' _ A.52BA1 2 ill 0.133" 1315"° 1.004" 1.330" 1.310" 2.000" .A.528C12 1 1/4" 0.140" ' 1.660" 7.335" 1.677" L655" 2.250" 120' • A528E12 1 jin " 0.145" 1.900"' 1.564" 1.918" 1.894" 2.500" 120" _ > A52CA12 2" 0,154" 2.375" 2021", .2393" 2;369" 3.000" 120"- -- .AS 2CE1.2 2 J .u- '0103" 2;87511' .2.41.4" 2:890" -2.863" 3:250" 120" ---7> A52DA12. 3" -0.216" 3.500" 3:008" 3;515" 3:492" 3.750" ' 120" A52DE12. 3 - • -X 4 OXOPI 4.000" 3.486" 4.015" 3,992' .4,000" 120" , • A52EA1 2 .4" UR" 450 0' 33951" 4.5151 449.1" 4.5.00" 120" . . AS2FA12 5,, 0258" 5563! 4975" 5.593" 1.553" 5S00°' - 120" . - . AS2Ga1 2 , .6" 0,280" 6.625'1' 5.986° 6.658" ! 6.614" .6.125" • 120" _ A52.1Al2* 8" 0322" 8.625" 1853" 8.670" 8.610° 6.375" 120" Dimensions-are Nominal *Not.Ell Listed ETI:Listed -Conforms-to UL-651 i,...,,, NEMA TC2Comp Dant CAIWIrEal)C„ See NEC Ankle:3524w we 00us . INI.c. FeetViordMAS .Su n light Resistant ' imosowommir 'Max 90°C:Wire .iltzr Schedule 4 D.RiOld PVC Conduit Complies With.Federal Specification WC-1094 brawn 3Y10.5!fitrik I .Date:744,2m I_ , I _ 1 B 'ID OD, 1- -,,----,-----L,:fe _I --1 - 1.--,D:-.......1 T-- 029;i(4)A . I, Part Number Size T Min. OD ID Min. E' B D Min. L Min. A53AE12 X' ,0.147" 0.840"- 0.502,1. 0.852." ,0.836", 1.50". 120" A53AG12 3/4" -0.154" 1.050" 0.698' 1.064" 1046". 1,75" 1200' - - 1 A5313Al2. 1" .0.1797 . 1.3.15" 0;91.0" 1330" 1;310" 100° ' 120" ,A531302' '1 1/4" 0.191" 1.660" 1227" ' 1.677" i T.655' 225" , 120" A538E12`. 1' 14- . '0.200" 1.900" 1.446' 1918" 1804" 250" 120" ,- - , ---->. A53r.Al2 , 2" 021E" 1 2.375" :I8E1 a 2.393!) :.2-369" • 3.00" 120!' • A53CE12 2 M a' 0276". 2375", .2.250" 2.890" -.2.86.8" -3.25" 120° A53DAT2 3" 0300' 3.500" 2.820' 1515" ,3.492" , 3.75" 120° .._ A53DE12 3 31" 04318° , 4.000" 3.280" , 4.0157 :.3.992" ' , 400" '120' !AS36Al2 4" i 0.337° 4500' 3137' 45157' .4491"' 450" , -1207 _,. ' .A53FA12, .5" L0.375" :5.563" 4213"' 5.593" 5:;553" 150" 120" A53 GA12 6" 0.432" ,6.62.5" , :5.646" 6,658" -6014" 6:12" 120" A53JAT2-*. 8" 0500' ;EL625" 7.455t 8670" 8.610° 6:12"' 120" w-fi inch not ETL Listed. .Dimenslons are Nominal ETt.LISTED CONFORMS-TO U1.651 ETLCONTRQL#3107144 cANTEIt CON FORM5TONEMA TC2 - SEE NEC-ARTICLE 352 FOR,USE. Raftwprimuott,--- MATERIAL MAGID-PVC (11,1). 1 US: , SUNLIGHT RESISTANT SChedule 80 Rigid.PVCCondtlit MAX 90°C WIRE Intellek Complies with FederAl Specifl-cationWC-1094A I _ - 1 I _- • I • 1"GjNiiral-S ITiWgi0; Stare' 1 ImAnarIrrsormrb-Clrronorwhelnt;nr... August 13,2021 Qualified Product List. Contractor PrOduct iniOematiO4 Contractor: REED TRUCKING Contract NO: CAG-20oes Sub Contractor: TOtEIVI ELECTRIC Date: cr8-13-21 Did Item: 85.01.01 Manufacturer: Prime Conduit - Cleveland, OH Product Name: Carlon SChedule 40 Standard Spec:: 9-29.1(4)A, Electrical -Conduit'—Rigid PVC Ozinduit Product Description : PVC conduit: Schedule.40 Produict Retriction : Acceptance Code.: 3101 Code Description : Visually verify the product delivired to the job)site 0 the product that was origInaH submitted by the Contractor and approved from the QPL. Note'Restrictions"when'present. Last Updated :.Sep 13, 2010 To be completed by the field Inspector; Quantity: Verified By: Date: - I trio rei i+mon CAATviti riveAr Mimi 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract NO; CAG-20-085 Sub Cantracter: TOTEM ELECTRIC Date: 6843,21 Bid Item: $5.01.0 Manufacturer: Prime conduit Cieveand, bil Product Name: Carlon Schedule SO Standard Spec: 9-29.10)A, Electrical - Conduit Rigid PVC Conduit Product Description : PVC dondult: Schedde 80. Product iteStriction ,Acceptance Code: 3101 Code Description : Visually verify the predict dellyeted to the job$ite IS the.product that was Priginally st.ibfnitted by the Contractiw and,approved from the QPL. Not 'ReSttictioris' when present. Last Updated : Sep 13,3010 To be completed by the field inspector Quantity; Verified By: - Date: • Prime Oonduil, Inc, SCHEDULE 40 AND SCHEDULE 80 ETL LISTED PVC RIGID NONMETALLIC CONDUIT AND ELBOWS OD- Schedule 40 Standard Radius 41 p Schedule 40 Special Radius MR' - in„ , kw i ,,. .. ` -' Schedule 80 Standard Radius �► Schedule 20 80 Special Radius Ill . rilhik... illik-,1"' _ : 1° ' , , 4. Schedule 40 Conduit .» Schedule 80 Conduit .a . SUBMITTAL REVIEW � ,,. X No Exceptions Taken ---� LiM1 Make Corrections Noted . — � .' : � Amend &Resubmit ,�.3 •, « i • ► Rejected-See Remarks If--- _ • • i O• :i IMPORTANT NOTICE: This review does not relieve contractor from his I 0 , , responsibility to comply&conform with the Plans. Specification. and Contract Documents. flea Gle y Sr 0ebo .e, Inc. �g `,c CONSULTING ENGINEERS PRIME.CONDUIT By: DRS Date: 9/29121 CLEVELAND, OH 23240 C/isgrin Bloc!Suite 405•Cleveiaxd.OH 64122.2141.4643400•www.ofimeconauitcom . . Prime C ndui9 t Inc. Schedule 40 and Schedule 80 PVC Rigid Nonmetallic (RNC) Conduit Prime Conduit manufactures the most complete line of nonrretalic conduits in the electrical industry Prime Conduit Schedule 40 and Schedule 80 conduits are designed for use aboveground and under ground as described in the Natonei Electrical Code Specify only Prime Conduit conduits to insure raceway system tiatity. Features • Ease of Installation Nonmetallic conduits are//4 to//5 the weight of metallic systems, can be installed in less than half the time. an I are easily fabricated on the job • Safety Nonmetallic conduits are nonconductive, assuring a safe system • Impact Resistant Prime Conduit Schedule 40 and Schedule 60 rrnmetallic conduits are resistant to sunlight and are listed for exposed or outdoor usage, • Corrosion Resistant Prime Conduit conduits are nonmetallic arc will not rust or corrode • Standards Prime Conduit nonmetallic Schedule 40 and Schedule 80 conduit is manufactured to NEMA TC-2. Federal specification VV-C-1094A end UL 651 specifications The conduit carries respective ETL Listings and Frt. labels Support of Prime Conduit Rigid Nonmetallic Conduit in Abovegrounc Installations Table 352 30(B) NEC shows the support requirements for Schedule 40 aro L,-:L.I't.d.Ile 80 rigid PVC nonmetallic conduit Plastic conduit should always be installed away from steam lines. etc S.J.7•ZO*1 straps should allow for lintel movement caused by expansion and contraction Maximum ambient temperature is 122`F (50°C). Table 352.30(132 Cordutt Maximum Spacing Between Supports Trade Size (feet) 3 i 1111251511111 5 MIME= 6 MENEM 7 11111.1 5 Acceptable Dimensions in Inches of Integral Bell per UL651. A B C -7 Trade At Entrance(in.) Al Bottom(in.) Nominal 13eN ' l--1-1 Wee Maximum Minimum Maximum Minimum Depth(in.) ri2. 0.e60 0.844 0.844 0 828 1 875 J 1/4. 1.074 1,064 1_056 1.036 2 125 1" 1_340 1.320 1.320 1.300 2 375 1u/4" 1.689 1.055 1.667 T 1.843 2.625 II 11/2" 1.930 1 906 1.906 1.882 2.875 t 2" 2.405 2.381 2.381 2.357 3 500 21/2" 2,905 2.875 2.883 2.853 3 500 3" 3 530 3.500 3507 3.477 4,175 3'12" 4.065 3.965 4.007 3,977 4.376 4" 4,565 4 465 4.505 4,476 4.575 5" 5.643 5.543 5 583 5.523 5.875 6" 6.708 6.608 6.644 6.584 5,500 27240 Chagrin Blvd State 45•Cleveland,OH 44122•216-464-3400•wiwi.priviriconniiit,fim i Prime 0 nduit, Inc. Schedule 40 PVC Rigid Nonmetallic Conduit • ETL Listed to UL651 in compliance with the NEC • Heavy Wall EPC • Listed for underground applications encased in concrete or direct burial_ • Also for use in exposed or ccrcealed applications aboveground • Sunlight resistant ins........... • Rated for use with 90°C conductors • Superior weathering characteristics • Made in USA Part Number Trade Std. Crate Oty. Wt. Per Dimensions V.411)Integral Bee 10' 20' Size 10' 20' 100' O.D. I.D. WW1 49005-010 - -"A. lire 6000' - 17 0.840 0,622 0109 :. 49007-010 49007-020 lia 4400' 8800' 23 1.050 0.824 0 113 49006-010 49008-020 1" 3600' 7200' 34 1.315 1.049 0.133 49009-010 49009-020 114" 3300' 6600' 46 1,660 1,380 0,140 , 49010-010 49010-020.,..k 1//2" 2250' 4500 55 1.900 1.610 0.145 49011-010 49011-020 '41 2' 1400' 2800' 73 , 2.375 2067 0.154 49012-010 49012-029..,..1 21/2" 930' 1860' 124 2.875 2.4.59 0.203 49012-010 49013-020 , 3$ 880' 1760' 163 , 3.500 3.068 0.216 49014-010 49014-020 374" 630' 1260' 196 4.000 3.548 0228, 49015-010 49015-020 4" 570' 1140' 232 4.500 4.026 0_237 490113-010 49016-020 5" 380' MY 315 5.563,, 5.047_0.258 49017-010 _ 49017-020 _ 8" 260' 520 409 6.625 , 6.065 0280 Notes: 1 Rigid nonmetallic conduit s normally supplied in standard 10' lengths,with one belled end per length. For specific requirements. it may be produced in lengths shorter or longer than 10',with or withOut belled ends 2 Special conduit sizes will be quoted on request 3 DON'T FORGET TO ORDER CEMENT 4 Use RNC Fittings with Schedule 40 and Schedule 80 Conduit 5 Prime Conduit reserves the right to ship to the nearest unitized quantity- 23240 Chagrin 0Id Suite 405•Cleveland.OH 44122•215-464-3400•www.aritnocontliettern 2 Prime C nduit Inc. Schedule 80 PVC Rigid Nonmetallic Conduit • ETL Listed to UL851 in compliance to the NEC • Extra Heavy Wall EPC-80 • Listed for use in aboveground and belowgroLnd applications 11 including areas sailed to physical damage • Sunlight resistant • Rated for use with 90'C conductors • Superior weathering characteristics • Identified for use in areas subject tc physical damage in accordanze to 352.12(C) • Made in the USA Part Number Trade Md.Crate Qty. Wt. Per Dimensions *With Integral 301 10 20' Size 10' 20' 100' 0.0 ID. Walt 49405-010 49405-020 1/2" 6000 12000' 21 0.840 0.546 0.147 49407-010 49407-020 3f44400' 8000' 30 1.050 0.742 0.154 49408-010 49408-020 1" 3600' ; 7200' 44 1,315 0.957 0.179 49409-010 49409-020 11/4" 3300' 6600' 60 1.660 1.278 0.191 49410-010 49410-020 1/f2" 2250' 3600' 72 1.900 1 500 0200. 49411-010 49411-020 2" 1400' 2800' 101 2 375 1 939 0.218 49412-010 - 49412-020 21/2" 930' 1880 154 2 875 2.323 0.276 49413-010 49413-020 3" 880' 17130' 21C 3 500 2.900 0.300 49415-910 49415-020 4" 570' 1140 308 4 500 3.826 0.337 49418-010 5" 380' — 428 5.563 4 813 0.375 49417-010 49417-020 6" 2130 520' _ 588 _ 6.625 1 5.761 0.432 Notes: 1. Rigid nonmetallic conduit is normally supplied in standard 13'lengths, with one belled end per length For specific requirements, it may be produced in lengths shorter or longer than 10,with or without belled erds 2. Special conduit sizes will be quoted On request 3, DON'T FORGET TO ORDER CEMENT. 4 Use RNC Fittings with Schedule 40 and 80 Condutt 5. Prime Conduit reserves the ngnt to ship to the nearest unitized quantity. 23240 Chagrin Blvd Sate 405•Cleveland,OH 44122•216454-WO•vp.vw 3 11-g t 0n State 31.nrioarts'r.nn t;rieMattri Atigut13,, 021. Qualified Product List COntractor Product infortnatiOn: Contractor: REEL),tRiiCkiisIG Contract No: pAG-2o-0o5 Sub Contractor: tOTEM ELECTRIC Date: LOp-13.21 Bid Item: 85.01.01 Manufacturer CantexrInc, - Mineral Welly TX Product Name: Standard Elbows: 90 Degree and 45 Degree Standard Spec.1,9:-29,1;(4)g!!, Electrical CondUit- Rigid PVC CondUft Product Description.: PVC cOndOit fittiogs: Schedule 50 PrOdUCt Restriction : Acceptance Code : i101 Cade Description . Visually verify the product•delivereci to the job site Is the,PrOdoct_that was,origcnally submitted by the ContrgtOr and approved from the QPL. Wag'RestriCtione when pees; grit. LaSt Updated : Sep 13, 2O10, To be conriPleted by the field inspector: Quantity: Verified By: Date: aliga-shing-ton - ortertnialit ftur:rfT0-w":k"i44:1^-! August 13,Nal Qualified PrOdUCt List Contractor Product Information Contractor: REED TRUCKING. Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 0843.21 Bid Item: 85,01.01 MarlUfaCtlIree: Carit6x, Inc, - Mineral Wens, TX Product Name: Access Fittings, Elbows, Couplings and.Nipples Standard Spec : 9-29.1(4)A, Electrical -Conduit,- Rigid PVC Conduit Product Description : PVC.conduit fittings: Sched.40.. Product Restriction Acceptance Cade: 3101 Code Description : Visually verify the product delivered to the job site is the pro-dud that was originally submitted by the Contractor and approved froim the Q111.-Note'Restrictions'whenPresent Last Updated Sep 13, 2010. To be completed by the field inspector. Quantity: Verified By: Date: CANTER 301.CornmerceS(reet. trite g7ilo Fort WetrItipTSOCes 76104127 $R)215-7000 Fax(817)215,7001 April 24.2009 Certificate et ComPliaricie To Whom It May Concern; CANTEX rigidsChedate 40(TC-40)and schedule 8fl cte-soy Polyvinyl Chloride:pm electrical plastics conduit and elbeilisand filings are prodiiceil,Inspected,sampled and test in accordance with Underwriters Laboratories(UL)Standard 11.651 and American National Standanls InS9lute(ANSI) Standard ANSVUL 651-1989. We also comply with NEMA Standard TC-2. The Conduit meets the tb.iquillements.for the UL*SunlifillReaistanr rating and is listed by UI for use In direct Sunlight. The items arc approved for Crating by Underwriters Laboratories and ropretentatIvO carnples.,ara!pritinelY exarnined:and tested by Underwriters Laboratorits for continuing contpilance wilhUL sPecMeationS. CANTEX rigid schedule 40 and fi0 tondo,fittings and elbows are listed by Lfnderwrfter4ibriratcties for use with Er degree,centigrade rated:conductors. CANTEX conduit may be used in.:any-application where the.arnalant temperature allows the use of conductors which are rated for 90 degree C (194 degree F); subject only to the limitations listed in Article 347-3 of the National 4tectricat Code The conduit is n*q.by UL for burial with or without concrete encasement and i applicable for use asIRigid Norirrietale Cortduir as datcribed in Affide .347 Of the National Electrical cede,'including direct burial in: anderground inst11-44ns ap defined In'Sectiehs300-5(d)and 710(b)i The PVC materiel used to Manufacture CANTEX conduit meets all dimensional reCuiternentt as derlined.by ASTM 01784 StandardSpecifieation. Alt item's'Mandfactered by CAt'flEX.are mada In the UrkedSidWbsitArrierida. Sincerely.. CANTO(' ,INC Debbie Kilwell Regional Sales Manager Conduit Products . , . . CANTEX PVC Electrical Products CANT-1=f. ,. . . . INDUSTRY ORGANIZATIONS CI. CAOTE)c Actively support 0 tileSe.orgatilzetienSvilbieh set standards And promote,professiOnatmaCtices irclhe elect* CalinclUstry,These include NEMRA, RIAE.D,NEMA,141,,IEEE,ASTM,along with associations in the construe Von industry. QUALITY ASSURANCE .. CARTE(has a comprehensive quality control Pnigrarn teensure compliance with industry standar&established by Underwriters t.aboreleries,National Electrical Code,National Elactricai'Manufactiners Associatien,end the Arrierican Society tor Testing and.Materials. From virgin ifElTJ'ma**blended.lino CoMpoOnctsihrUe?ctr4liell Of injection Molding to final insPaction and leafing of the finished Product the menufaCtOrina prate-Olt monitored to:take sure quality slendards are met or exceeded. Each plant is graded held accountable for the qualftycontrol periermance°fits total Output. To.further strengthen the company% ,..ilai.for quality products,a centralized quality control review procedure assures that every plant is PrOduclrig at a conalatent,*pi Cf quality for all similar preducts;,You know you re getting the very beat every&no-yeu buy frOnirCANTEK PVC ELECTRICAL sTANpAR.. .0s. ,1341..0.11gOttiqr Schedule 40 Conduit Utifity.iloct—eXtil Strength Lit,651,NOMA.TC-2,and NEC-ArcTa52 NEE.t.AA IQ-080,blii-100 and ASTM F-512 Sohatkria LIO Conduit Wilily bud Fittings el, U.L,651,NEMA TC-2 and NEC-Articie 352 NEMATC-9 7"•--F. , 'Forte.'Duct VI_Soiteddie4b.CondUlt EZ-FLEX ENT(Electrlpal NringtplailICTubing)kOittintas .LIL451,-NOM Td4 an4NE,G-ArtIcle4.52 '.1.1t.1653,liktkA TC-13 and NEC Art16362 PV0,E1pOridal 0:441VS ENvikp-Ft.pi.Ligiildtigid Oondult All OttiOgsfer eiectriert applications conforniip ' U141.656 and NEC 358 NEMA.T04 end UL 0143;4.6051 Utility pact .... Eivv1F10.-FLEX Liquldtight Fittings NEMATC-6&8,ASTM S!512; ' tit.S146,NEMA FEI-1'andINEG* (TY.Pa.ERF0—IX 014) Uniform Product Code — Bar Codes uoc-rtf :Shipping container ElarCode to i(lentky'aaolt elelnclard Carton,cif'Products using Interleaved 2,Of 5 Syrnbeieby: ' ' , ' I11111 -,.7:i 3 00 88700 56765 9 , "--!..... -"-------,--„. Packaging Number Manu?acturer Item PPP* Level Sykern !.D.Number Number Digit Characters Rigid Nonmetallic Sch. 40 Elbows - Standard Radius Schedule 40 90 Elbow - Plain End Pert Trade Calton ..p. .0 l.f nr I: Conforms to UL651 and Number Size MIN NEMA TC3 5133823 102 50 4.00E 4.000 4.305 1.550 8250 Materials Rigid PVC Je- 5133824 314 35 4,50e 4.50E 4.500 1,500 7.125 Bend Tolerance is*2° 5133e25 1 20 5.75C 5.750 5.750 1.875 9_000 5133826 1-1M 30 7.2.5C 7.25E 7.250 2,000 11.375 1 (I, 51338Z7 1.1+5 30 8,25C 6.250 8.250 2.000 13,000 5133328 2 15 9.500 9.50C 9500 2.000 15 0Cf, ,'' i *t• - ,'4 5133829 2-112 19 10.500 ¢0,SOO 10.500 3.000 16 50c , i 'H- 5133830 3 14 13.310 '3.000 1 a000 3.125 2U.375 'Xi 5133831 3-1/2 12 15.30 '5.000 15.000 3 257 2350E I r -� 1 51 MARa9 4 10 16.000 '6.000 16.000 3.375 25.125 1 5133835 5 30' 24.000 24.050 24.00C 3.625 37.825 5133834 5 25' 30.000 30.f(10 30 000 3.750 47.125 - '0* •Pallet Ouantly- oreneore w rwr Provider conduit with min.bend radius of 24-inches Schedule 40 45 Elbow - Plain End Part Trace Carter, a Conforms 10 UL651 and MundyMunb Sue Otv. M NEMA TC3 5133763 112 s0 4 000 1.1118 2.875 '.5C0 3.125 Material i5 Algid PVC 5133764 3i4 25 4-500 1,313 3.188 1.5C0 3.500 Bend Tolerance is.2° 5133765 1 20 5.750 1..688 4.000 11175 4500 (ETj) 5133766 1.1l4 25 7250 2 125 5.125 2.03) 5.'c in 5133767 1-12 20 8.250 2.375 5.875 2.000 6.500 5133768 2 10 9.5C0 2.313 6.750 2.000 7500 SUBMITTAL REVIEW 5133788 2`1/2 20 10.50E 2.563 7.375 . 3.000 5.250 No Exceptions Taken X 5133770 3 8 1300E 3 Make Corrections Noted .813 9.188 3.125 10.250 Amend & Resubmit 5133771 3 5 15.000 4.375 10"625 3.250 `11.875 1' 41/2 Rejected-See Remarks 1 r 5133772 4 20 16.000 4.668 11 436 3,375 12.625 1 IMPORTANT NOTICE This review does not relieve contractor from his 5133T73 5 30" 24.00 7.00.3 17.000 3.825 18.875 ' responsibility to comply &conform 5133774 6 25' 30.000 8813 21.250 3759 22875 �' with the Plans. Specification. and 't- Contract Documents. 'Pallet Qua dly °Nimm ons so nrr..eW - -n - ii r Gray 8r OAPIAOr AIEtm L . 1• CA x. CANTU INC 701 C0IR►4ERCE STE.m0 FORT WORTTI,TEXAS 761e2 817-215•7 CON.SL LT n: !I INEERS t3y DRS Dale 9/27121 — - I I PART 512E "rt' "0" "Fr '5'MIN "13"MIN '1' NUMBER _ , ----• 5221056 1 x ' 7 A - 7 X " 7 X ° 2' 1 V2* 11 IA" — 5221057 1 Y " a Y4 • 8 Y " B Y - r . , • > / 52210513 2 9 X ' 9 X " 9 X • 2" 2" 15' 5221059 2 X • 10 X " 10 X ' 10 X ' 3' 2 3/4" 16 v . - 1r— 5221D60 3' 13' 13" 13" ,g 3 X " 2 1/2" 20 3f" dr 5221061 4' 16' 16" 16" 3 lc 3 .4' - 25 X " 5221062 5" 24' 2• 4' 24" 3 IC 4 14" 37 Sii" 5221117 6' 30" 30" 30" 3 Vs," 5" 47 X " ----.... ..----•- ..---'- / —11........•Er WO 1 / .11" ETL LISTED / so• 1 CONFORMS TO UL6S1 ETL CONTROL *3107144 "R" ( CONFORMS T M C3 11--61L, SEE NEC ARTIC°I.NEE352AFTOR USE ---,...„/ MATERIAL IS RIGID PVC T . BEND TOLERANCE IS ±2' °BM TOLERANCE IS-Ye, +1/20 4..., cAhrimm. 1Nc Fan Worsh,73(AS 1..4P .0 (41(...T,PUS 90'Elbows Bell End Schedule 80 Standard Radius Elbows ___ Intertek Drat.n Oy-.CD&anal Oahu! PIO 10/13/07 I - KART TRADE aw' 'L' '.IDr 'D' NUMBER, SIZE ',.t . 6141623 i 36' 1. 3 f 1- A" 4' %' : 6141624 - -3,'4, 1 /16. 1 4e 1 `k'd' 54' 6141625 11 1 96' 2' 1 1' 6141626 ' 1 y' 2' 2' " 1 4 c ' .1, 6141627 1. } ' 23'4'. _ 27e'. i 15fe 1h' `4 61416.28 2' 1X6" 2 746" P 16'' 1 Ye • 6141630 3' 4' 3 �, -3 X ig.re 6141631 3 ,fir 4 1(3' - 4' 4' 1 ;We 6141632- 4' S' 4 We 4 ' 2' 6141633 - 5' 6 _X' _ 5 %I 5. . ' .2 3fi' 6141634 6' 7 Y/4' , 6 IA" .G W3". 3' c6141635D A' NIA N/A N/A .N/A riv, --1 i. 1 UL Listed` .UL651 i y UL File # E81590 UL CAteg©ry Code. DWTT UL Control Number -9357 Meets .NEMA TC3, Requirements CSA Certified: t See NEC -Article 352' for use I Material Is Rigid PVC �a� CI figliVrtn 1 INC Tort'arth,.:=IS - Not UL. Listed , E) Couplings'. - Schedule 40 & 60 Fittings Drawn BY; G) flrauoh I Date;09/12(O7I Ref. 21 rin C M-1—I a earbort.iti oNew.: August 13,2021, Qualified Product List contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor:. TOTEM ELECTRIC Date: 08-13-21 Bid Item: 115.0t01 Manufacturer: Sceptor/Kralay Falifleid, OH Product Name: PVC C,onduit Fittings; Schedule 40 and 80 Standard Spec : 9,29.1(4A, Electrical -Conduit- Rigid PVC Cone/tilt Product Description : PVC Elbows: SO,45, 22.5, 11.25 degree Couplings, Terminal Adaptors, End Belts, End eapS; Access Fittings: C, E, T, LB, LL, LR Product Restriction : Acceptance Code : 3101 Code Description : visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL., Note'Restrictions'when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By Date: P.C.BOX 330%Terneir riff 4507 Le.SEiint COO. LukKfpnrial.;.-ic C3Eintitia Fatal&ObSo.USA OM!I:1.414n 45014 (513)o42,9a1ri 1-00-$23441$ Foot PT l!LBI2158 KRALOy A Ma=C:?f AfUCTI FITTINGS.pr.p. Fact 4513)9424014 jr" 11. I 10-0 I(® PVC ELECTRICAL CONDUIT FITTINGS LETTER OF COMPLIANCE Scone: This latter ofcompliance covers the requirements for PVC Electrical Conduit Fittlugs,.Outlet Bores, Covers and Bends for use with Schedule 40 and 80 PVC conduit. These products meet or exceed performance standards Set t?y the American Society of Testing and Materials (ASIM), CS.A. Internatiortul (CSA), the National Electrical Manufacturers Associotiou (NEMA) and Underwriters Lahoratories Izic -(I)1,1). kralay PVC Electiical Conduit rrtlings, Outlet Boxes, Covers and Bends:are typically used for industria I, commercial and residential epplicinionS. These applications include residential single and niubflun0y dwellings, fish processing-Plants, bridges and tunnels, car washes, sewage treatment plants, pulp and paper, OttlitieS, cable, food processing plants, agdcaltato;•airports, marinas, water treatment plants.'streetand highway lighting,and comtnimication5. Materlaf: filed Poly (Vinyl ChlOride)(PVC) used in the rnatufactur4ig of kralny PVC Electrical Conduit Fittings,Outlet Boxes,Covers and Bends is compounded to give superior physical properties in the entslted prodttet. All products'are gm in:color. Molded Filth:RS;Boxes and Coto*: Molded Kraloy PVC Electrical Conduit Fitlin ; Outlet BoxeS, and Covers conform to the following staudards:Wlion apPliCable: CSA C22.2#18 "Oldie;Eaves,Fittings and Associated Hardware" CSA C22:2#40 "Cutout,sliniction,and Full Boxes" CSA.C22,2 1142 "general Use Receptacles?Attagunent Plugs,and Similar Wiring Pevicei" CSA C222#85 "RigidPVCRoxes and Fittings' CSA e2.2.2#94 ".Special Purpose.EnclOsures"' CSA C22:24211.0 "Gozeral Requfremenis and Methods of Testing Nonmetallic Condatz" CSA C22.2#2274 "Electrical Nonmetallic Tabing" CSA C22.2#227.2 "Flexible Liquid4iglzt Nonmetallic Conduit" NGMAtC3 "PVC Pitting§for Use&lib Rigid.PVC Coizdait and Tubing," KNIA Tc9 Fittingsfor ABS and PVC Plastic Utiliiies Duct for Un de:ground Installation" NEMA 250,"Enclosures for Electrical Equipment(1000 Volts Maximum) tJL5O "Enclosures far Eleetrical Equipment" Eii:31413 "Fittings frir Cable and Conduit" tJL514C "Nonmetallic Outlet Rôxcs, Flusli-Device Boxes, and Covers" • Note: Conduit Fittings and Boxes Meet Federal sot cificatiOn WC-1005A and Corp of Engineers specification CE-3030:01. Kraloylanction Boxes are UL approved for the following enclbsure typos; :dr faMitt:EY Page PVC Electrical Conduit Fittings,Outlet Boxes,and Covers Junction Eoxles-4x4x2&4x4x4—Type 1,2;3,3R,3S,4,4X,5&6P. Type 2 and 5 eau to uuuluxl"drip tight" Type 3 or 3$.canbc marked"Min tight"or"dust tight" Type 3R can be marked"rainproof" Type 4,4X or 6P Can be marked"rain tigiar or``water tight" Type 4X or 6P can be marked"corrosion resiStaut" Type can be marked"rh*#ght" Junction and Pull Bpxcs 4x4x4, 6x6x4, 6X6x6, 8xSx4,,SiS17, 12x12x4&12x12x6 Type I, 2;4, 411.c 5,6&6P.: Type 2&5 can be Marked"dripped tight" Type 4;4X or 6P can be marked"pthrer tight"or`-`fainliglat" Evouifed Conduit mid/lends: Extruded Conduit used ferBends ixpnforms to the following standards when applicable Product lrliñ Canada: CSA( 77 7 0211.0 "General Rquir'eme,nt.F and Methods ofTesting Noningtollic Coduit"_ CSA C22.2#211.1 R dTypc11!and DOES2 PVC Conduit" CSA(779 4211,2 `Idgidpric(Unpiastici;ed)Conduii" Natick. sold In the linked States!of Amen NEW.TC2 ITTo_atrita Plac Tubing(EPT)and Conduit(EPC40 and RPC‘80)" 14,651 "Schafide 40 and 80 Rigid PVC Conduit" liforkine: grate)), PVC Meta-lad Conduit Fittingi, Outlet Bans, and CovcrX are marked in actotriance Oda CSAiequirements for sale in Canada and tainnuiremen44 for sale in the-1.T.S4. YourStinly, -Atel ke4l4-:-./ • 11. Andr $attittini Eng. VicePresident,Manufacturing&Sourcing Issue DLit&2912-10-23 • KRAL Or PVC ELECTRICAL FITTINC.S APPUCABLE STANDARDS Underwriters Laboratories UL50 Enclosures for ElectriCal 64.1prnent yL 1.15148 Rings for Cable&Conduit IA 514C Nonrnelatic Outlet Boxes, nush-Deoce BcxeS &Hers SUBMITTAL REVIEW 9-29./(4)A No Exceptions Taken X Make Corrections Noted Amend &Resubmit Rejected-See Remarks Provide 2"conduit with min. bend IMPORTANT NOTICE: This review radius of 24-inches does not relieve contractor from his responsibility to comply& conform with the Plans, Specification, and Contract Documents :•ip , ..., Ci ray 8E 08164serrife, Inc. CONSULTING ENGIWERS CONDUIT FITTINGS By DRS Date: 9/27/21 Schedule 40 Standard Radius 901' Elbows Stria Part Product (ih.) timber Code A .....). 1/2 40S1D0590 078540 0340 1.500 4.000 -- -- 111111 .. 34 40=0790 078541 1.050 1.500 4.600 .' 8 i 1 1 40STD1000 0785,* 1.315 tan 5.750 r /C 4 1-I/4 40S701293 078543 1.050 2.030 7250 a •41-13 i I 1-1/2 40510 1690 078544 1.913 2.0)0 8.250 a. 1 —.-). 2 4oarD2090 1176646 2375 2.000 9.500 I i I 2-1/2 4 OSTnT5fr 078546 2.875 IMO 10.500 > 3 405 T13301i10 078547 3.500 3.125 1 3.000 P.i I. A 3-',2 40511)3590 078648 4.000 3.2E0 15.000 4 4057n4090 c7as43 4.500 3.375 16 000 5 40STD5080 0785130 6.563 3.C2i 24.000 6 4 IDS I J6090 178551 6.625 3.750 30.000 3 I all NMIKRALOY PVC ELECTRICAL. FITTINGS CONDUIT FITTINGS Schedule 40 Standard Radius 45' Bell End Elbows Size Part Product A On.) B Cam) C 11n) ON Number Code '6 94061130545 078500 0.840 1.500 4.000 ,•' B 314 B40STD0745 078801 1.050 1.500 4,500 •f 1 B40STD1045 078802 1.315 1,375 5.750 +' 1-/M4 840ST01245 076t:03 two 2 000 7.250 i C •* 1-1/2 B405TD1545 079604 1.900 2.000 8.250 ,••``. 2 8405t02045 078605 2.375 2.000 0.50D 212 840$TD2545 078806 2.875 3.000 10.500 3 B406Ti)3045 078607 3,500 3.125 13.000 I.A ' 3-12 134067C3545 078608 4.(CU 3.260 15.000 4 040=T04045 078606 4 50C 3.375 16.000 5 1340S105045 078610 5,563 3.625 24.000 6 840S1D8046 078611 6.625 3.750 30.000 Schedule 80 Standard Radius 90° Elbows Size Pert PrOdus t A Qom} B ON C( ) (In.) Nun*** Cods _ 1/2 805700 078E 20 0,840 1.800 4.000 314 806700790 078621 1.050 1.600 4.500 f ~; 1 806101090 0781322 1.315 1,E75 5.750 i /, C ;...B 1-1/4 806T01290 078823 1.ee0 2400 7.250 t r i 1-1/2 806101590 078024 1,9rZ1 2.000 8.250 __ -> 2 806T02090 078825 2.375 2.000 4.500 t 2-112 BCSTD2590 078626 2.875 3.UXJ '0.500 HL J 3 805703090 0/0027 3.500 3.125 13.000 A 4 80611343911 078628 4,500 3.375 16,00G 5 80STD5+790 078629 5.563 3.625 24.000 H 6 805106060 078630 6.1325 3.750 30.000 ca z_ U. r m O z 0 U .• - 19-29.1(4)A If 1C1:1141.01"' -7-1-1 mt l 'It ti ra 0 C-I-ireji: .6 10...Listed except where noted irritti' Description Dimension Wm! Pert Price Per 100 Std.Pkg, tikii./Pkg. titachaii 8oda NOinOer CaOlings , , -------').' 112; 078001 CPUS $- 87.27 158 3.8 314 `078402 'Pe' $ 19769 10 -3.8 1 078003 CP10 $ 16608 513 as 11: ,07$06.4 cPig ..$ gg1.18 2.5 Liniqbs cii15 S 308,65 25 32. ' - - 2 078006 0P20 -$ -40111. 30 4,8' , , ------.. . 2 1/2 078007 CP2S $ 71:1,753 15 4.6 3 '.0180.08 'tP,30 $ 1,1708 25 '12..1 3.1/2. 078009 .cia38 :$ 1,393.77 20 12.4 4 00) ;dp40. :$ ,t004.05: 15 112 4 07,012 te30 $ 4,6613.35 8 9.5 6 078014 ,cp,6cf: ',$. 'Wit or $- 94 8 178192 Oki 3. 19:119:57 1 III Terminal Adapters 1/2 078084 TA06 -Z 118:0.8 150 3/4 078085 'TA07 $' -295.44 125 2.6 1 07.8086 TAO $ 259.17 50 2.T 1 1/4 $74037, TA12' 't 333,34: -48 is 1 lig' 078$88 TA:15 $ '402.01 25 2.5 ,g CR:i13.0 0.20: 'S ,57713 ,.58i 7.:3' '31/2 078090 '17;28 $ 182138 '25 ek 3 . 078001 TA3O 'S 1,4309 :45 102' 3 1/2 WINO TA35 $ 1,147;87 0 14.5 4 07860 17,010 $ 2.47942 20' 11.1, '5 078094 TASO' $ 062.18 8 :5.2 6 078095 TA60' :$ „6,844.8.5 -10, 113.7 -8 178190 TA80 S 53,826.09 _ 1. to Female Adapters. 112 078070 F405 - - 1, 128.86 150 51 3/4 078071 MO $ •29183 100 '4.0 1 076072. FA10' S 285.87 50 8.$ 1'1/4 ,876078 FA12 $ '396.0 ,,30 :14 11/2 0780?4 FA15 3 420.94 14 3.3 :2' 61307$ FM $: .373:88.- ,so 5:4, 1111 07.56ft 2 1/2 3 31/2 1801,8 078075 $ FA25 $ 1,272,21 20 4,8 p4s, s; 1 i89159., .28 11,8 FA35 S 2077.49 20 11.7 4 .07.8079 FA4O S ,2;1468: 15 e10.7 5 078080 FA60 $ 5,29429 10' 94 6 'oli8o81 FA60 $ 6:9::.97 6 IS 8 1781/39, FA80 Z :86,826.09 .11' 4.0 Kraloy Fairfield, OH 2 ., ., 11KRALOY' T-ti ef Fr-7 t t i ripe 11.4;:g i cz er UL Listed except Vete noted with' Uostripllon Dimension Product Pad Price rir 160 :Std.Ftg. tVgl./Pkg. (iacties) Cede Humber flits.) End Bolts_ ---- . 1/2 078288 Mp305 $ 479.45 - 100 2.0. -L__Til 314 "01089' 'N1E:. 7 S 533.05 -2.80 2.5 111 1 1 1/2 078290 r,kapio $ 630.35 100 ,MEE112 '$: 77014 100' 0' ME815 $ 80920 50 6.0• 1 1/4 078291 07,6202 4. '5.0 ---------- 2 078203 McD20. $. 1,153;03 ,4i,1. 8.0 ------......„...,„ 21/2 078294 ME625 S 1,249.09 10 4.0 3 ' 016295 map .s, 124427 35 6.0 31/2 071 296• 6,4E835 $ 1,482:35 49 12.5 4 67.5*. 1009 $ 1,5908 30 13.4 5 076206 well $ zsia..,: 25 20.0 6 071209. 144E860 $ -.2i751:7.3 15 13.5 8 077652 • ME':: $_ 11.71791 1 26.0. Mater Offsets tillkil 1 1/4 078351 141012 1 1326.64 69 '0,4020 $ '1,412.63' '25 10.0 2 1075352 9.0 Scrolto Entrancofittings. 1/2 0.78302 Ii.1805 $ 1124.24 25 411 3/4 078303 Maa7 6 1.240,87 20: mHia $ 1069,82 15 4.9 4,0112' $' 1,85E09 10' 3.5 M415 $ 2,256.94 4 070307 N-120 $ 3,758.$3 4, 62 1 078304 1.114 •Q78305 1 V2 078306 52 3.7 2 1/2 078308 MH25 $ 19,087.55 2 9.0 3: 078309 M1130 $ 10,454.re 2 8.0 3,1 og 871310 0 AnH35 $' 51,835.99 2 9.0 , -4 071311 _ . ,M1140 . S• 56,786.14- 2 -26.0 . l'aporecaprodi81 Philp 2 2 1/2 (rill . 078424 .. ,..T. $. 215.27 70 1 :01(. I •-• 3,- -1/2. 5 117134.25 V VP'S° 'e• Zee.eil 60 078427 • LIP40. S 495.67 50 39 -67a4,:ga . trrFaa .$ 663:3$ 63 34,0 4 .0 .26,0 2"16 6'Made Niko ex r due5 Gal inzadrie per4ng ot, 6 075429 • iriwo .$ 612a 30 32.0 8 077648. • UTESO. S.. 2,481.52 100 26.0 End Caps 1/.2 078314 . • ECUS 'S. 277;55 200 03 3/4 078315: • 5C07 $ 304;78 150 80 1 078316' • EC1O $ 326.53 100 10.0 11/4 ,07:c 17- • E012 S 470.77 40 4.0 I 112 076318 • .EC15 $ 617.73 40 811 2' 078:09 • .EC20 .3 852.03 20 5.0 2 1/2 074 20 V EC25 $ 1,648.0: 15 6.0 3 07:i 21 • ECM' $ 1,941.77 10 6.0 31/2 077429 * E035 $ 2,986.30 25 20.0 ,4 07E023 . ErAd‘ S 04611 12 10.0 5 077431 • EC50, S 4,696:97 10 10.0 6 078325 • EC60 $ 642771 10 100 a 178191 • EC80 S 22;912.60 1 SA 19 9 29 1 KRALOY 1 A Division of Multi Fittings Corporation 4507 LeSaint Cowr Fairfield,OH.45014 Kraloy is wholly owned by IPEX Inc., a privately held manufacturing company producing plastic tubing and fittings for U.S. electrical customers. IPEX Inc. was founded in 1992, as a result of a merger between Scepter Manufacturing Company Limited and Califon Ltd. Kraloy is an electrical division of IPEX Inc., purchased in August 1995. Please feel free to contact me in regard to the information provided above at 1-800-265-1815 x246. Sincerely, Sarah Holden Sr. Technical Rep. P.O Eox 330C Term,"A', 1155 WI:tan Grove nd.. Arden, ON,Canacta Nets 1K3 PRODUCT BULLETIN 704 IPS CORPORATION LOW VOC PVC SOLVENT CEMENT GENERAL DESCRIPTION: WELD-ON' 704 is a clear or gray, low VOC emission, medium bodied, fast setting, high seengtn PVC sr:swim cernerit for all classes and schedules of pips and fittings with tnterference fit through 6 inch (160 mmi diameter Schedule 80 trough 4 inch (110 rise)diameter Can be used'eithout primer on non-pressure systems If local codes permit APPLICATION: WELD-0N 704 is for use on all types of PVC plastic pipe applications, Type I and Type It. It is suitable for use with potable water pressure systems,irrigation,turf,barn core, conduit,sewer drain,waste and vent systems. Detailed directions on makirg solvent cemented pelts are printed on the„seesiner label.An installation DVDiCD coveong solvent carenting iS available. k not only describes ts bsi.c principles of solvent cementing,but also ccvers the handling, storage and use ol our products, It is highly recommended Bea the leatiller review the instructions supplied by the ppe and fitting manufacturer_ NOTE_WELD-ON solvent cements mu*NSW WOWk s PVC system using or berg tested by compressed air or gases;includ- ing sir-over-water booster, AVAILABILITY: This product is available n Y.pint(118 mil), 'epee(237 rnI),pint(473 ml).quart(946 rrl)arid gallon 13,785 I)metal cans.For delayed inform/Oen on containers are applicators,see our current Price list. STANDARDS AND CERTIFICATION LISTINGS: • Meets ASTM D 2564 Standard. 11* 44.--* • Meets SCAOVID Rule 11681316A. * • Compliant with LEED*(Leadership in Energy and Envvonmemal Design). When Using this WELD-ON Low VOC product,credit can be claimed for LEED Green Building Rateg System-Indoor Environmental Duality • Listed by NSF International for compliance with ASTM 0 2534 NSF/ANSI Standard 14 and NSFIANSI Standard 51 far use in potable water,drain,waste,vent and sewer applications 1:11) • Grey Cement Only-Meets CSA staricards 8137.3 and 8161.2 FIN use in pressure and non-pressure potable isiiewv writer ilea n,waste,end vent septic:atone • Listed by IAPM0 for compliance with ASTM 0 2564 and applicable sectors of the latest edition of the Uniform Plumbing Celle' SPECIFICATIONS: COLOR lear or Gray RESIN PVC SPECIFIC GRAVITY 0.920 t 0.04 BROOKFIELD VISCOSITY Minimum 500 eP 73"*2°F(23'±1'C) SHELF LIFE: 3 years ir tightly sealed containers The date code at manufacture is stamped on the bottcrn cf the container Stability of the product is limited by The evaporatoe ci the solvent when the container is opened. Evaporatcn of solvent will cause the cement to ouch and reduce its effectiveness.Adding of thinners to change viscosity is not recommended and may significantly change the proper- ties of the cernent. OUAUTY ASSURANCE: WELD-ON 704 a carefully evaluated to assure that consistent high quality is mantilla:I.I SUBMITTAL REVIEW gas chrociatography,and additional in depth testing ensures eacti batch is manufactured to' cede is stamped on each can and assures traceability of all materials and proresees used X No Exceptions Taken SHIPPING: Make Corrections Noted For One 1.1ter and Above for Less than One Liter Amend&Resubmit Prcper Shipping Name Adhesive Prover Shicping Name Consumer Commodity Rejected-See Remarks Hazard Class 3 Hazarc Iass ORM-C IMPORTANT NOTICE: This review Identifr_abon Number UN 1133 Pecking Group:li does not relieve contractor from his Label Required- Flammable Liquid responsibility to comply &conform SAFETY AND ENVIRONMENTAL PRECAUTIONS: with the Plans. Specification. and Contract Documents. This prodict is flammable and ccrsideled a hazardous material, In conformance with:he F Ad, the following hazards end precautions are giver, Purchasers who repackage his 4.M state and federal labelling safety and ther regulations VOC emissions do not exceec 5/0 ;ray &Osilauriao.Lac. 1-_NorNEERs cappvi 2009 by IPS Gorporation By: DRS Date: S/21/21 4-29 1 DANGER. EXTREMELY FLAMMABLE. VAPOR HARMFUL. MAY BE HARMFUL IF SWALLOWED. MAY IRRITATE SKIN OR EYES Keep out of reach of children.Do not take internaly.Keep away from heat,spark,open name and other sources of igr Lion.'Vapors may ignite explosively. Solvent cement vapors are heav er than air and may travel to source(s)of ignition at or near ground cr lower level(s)and flash tack. Keep container dosed when riot in use. Store between 4U'F(5'C)and 110'F 144'C;,Avoid breathirg of vapors Use only in well-venti- lated area If confined or partially enclosed.use forced ventilation When necessary. use local exhaust ventilation to rerncree harmful airborne contaminants from employee breathing Zone and to keep contaminates below 75 ppm TWA_Atmospheric levels must be maintained below established exposure limits contained in Section II of the Material Safety Data Sheet(MSDSi.If airborne concentrasona exceed those limits, use of a NIDSH approved organic vapor cartridge respirator with Ails face-piece is recommended.The effectiveness of an air-purifying respire- tor•s limited Use it only for a single short-term exposure For emergency artd other conditons where short-term exposure guidelines may be exceeded,use an approved positive pressure self-contained breathing apparatus.Do not smoke,eat or drink while working with thus product Avoid contact with skin,eyes and clotting_May cause eye injury.Protective equipment such as gloves,goggles and impervious apron should be used. Carefully read Materiel Safety Data Sheet and follow all precautions.Do not use this product for other than untended use 'SARA Tele III Section 313 Supplier Notification' This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Mehl-to-Know Act(EPCRA)of 1988 and of+14CFR372 This information must be included in alt MSOS that are copied arid distributed for this material. FIRST AID: Iona Wien If overcome with vapors, remove to fresh au If not breathing,give artificial respiration. If breathing is uiiflia.ri. give oxygen,Call physician Eye Contact Flush with plenty of water for 15 minutes and call a physic.an Skin Contact Wash skin with plenty of soap end water for at least 15 minutes If irritation develops get medical attention. Ingestion: If swallowed,give 1 or 2 glasses of water or milk. Do not induce vomiting Contact physician in poison control center inmediatety. SPECIAL PRECAUTION: Do not use a dry granular calcium hypochlonte as a Cisinfecting material for water purificafion in potable water puprna systems.The irnroduc- ,Ion of granules or pellets of calcium hypochicrite with PVC and CPVC solvent cements and primers(including then vapors)may result in a violent chemical reaction if a water solutcn is riot used.It is advisable to purify Tines by pumping chlorinated water unto the piping system-this solution will be rionvolable. Furthermore,dry granular calcium hypoohlonte should not be stored or used rear advent cements and primers IMPORTANT NOTE: this product>;intended for use by skilled individuals at their owl risk_ These suggestions and data are based on iniomwtion we believe to be reliable Installers should verify`or them selves that they ran rake satisfactory joints under varying conditions Toward this end,it is highly desirable that they receive personal instruction from trawled instructors or competent, experienced installers. Contact 1PSs Corporation or your supplier for additional information or Instructions WARRANTY: IPS*Corporalion("IPS Corp")warrants that all new IPS Corp.products shall be of good cualfly and free from defects In material and work- manship fur the shelf life as indicatec on the product. If any IPS Corp, product oecemes defective, or fails to conform to our written limited warranty under normal use and storage conditions, then IPS Corp.will, without charge. replace the nonconforming product However,this limited warranty shall not extend to, nor shall IPS Corp.be responsible for,damages or ions resuttxig from accident,misuse, negligent use, improper application,or incorporation of IPS Corp products into other products In addition any repaceageig at IPS Corp.products also shall van the limited warranty. IPS Corp.shalt not be responsible for.'tor does this limited warranty extend to, consequential damage,or incidental damage or expense,including without tumitaeon. injury to persons or property a•Icss of use. Please refer to our standerd IPS Coro. Limiteci Warranty for additional provisions- I C55 pt n,tonaCA W Street 500 ervDisire,TNn Partway Compton,CA U.S.A. Collierville. 38017 U_SA Td'310.898.3300 Tat 901.853.5001 ` � Fax 3106983392 Fax:ft01 853 5008 CORPORATION !tsosool' ,..� : Customer Service 800 886.8312 www.lpsoorp.co+ www morrlsprodLcis.cum Moms Products Inc. PLASTI-WELD" eessa� Ph: 518-743-0523 403 SERIES MEDIUM GRAY MORRIS Fax: 518-743-0536 PVC SOLVENT CEMENT an imam ma = www.morrisproducts.com Page 1 of 2 TECHNICAL SPECIFICATION.Waste-weld 403 Series Medium Gray PVC Solvent Cement a recommended for solvent weidi ga l schedules and classes of PVC pipe and frt:ngs up to 6'with MMarence fit Medium Gray PVCSatvent Cement can be used far potable water,sewer and drain,waste and vent systems..This oroduct is camplant with California South Coast Air Quality Manigenent Oland((SCAGMO]Rule 1168 and ozone Transport Commission(OTC)regulations for volatile Organic COmpound emission levels.Note:This product is not for use in a system using or being tested by compressed air or gases. INGREDIENTS ICAS Number' Acrrone MOW m.,r« Amorphous Silica f 112945-52-5f WC: Cydohrxannne(108-54- l 6/ PVC CEMENT Gray Colorant:N/A) uro IN ,. Methyl Ethyl Ketone(78-93-3) CEMENTO OE PVC ? PVC Res n f90C2.86-2; MAO- Tetrah,drofuran(109-99-9) a▪ t::s,y'r :::....�. USTING,� �hoa: . ,• ,�RIY6�la>r1�Y11�, KSF PFIYSlC;ALlCHEmicAL PROPERT'FS Appea;once Gray Liquid NSF Standard61 IAPMO Listed Vlscny.ity minimum 500 fps @ 73'F t 2'f for PW,DWV,SEWER Density 7.74 s 0.2 lbs/gallon Lap Shear Strength(minimum per ASTM Standards' Meets ASTM Standard 0 2564 2 hours 1S0 poi 16 hours 500 psi 72 hours 900 psi Set Up Time 30*Flo 50"F 5—6 minutes SO'F to 70*F 3—4 minutes 70'Fto90'F 1-2 nunutas Shelf Lit. 3 years from manufacture date Matttmurn VOC per SCAQMO 1168/316A or BAAQ#10 Method 40:510 g/L SUBMITTAL REVIEW PACK CARTON WEIGHT X No Exceptions Taken 24 9+es. Make Corrections Noted 24 27lbs Amend & Resubmit 24 27lie` 12 26 lbs. Rejected-See Remarks 6 S2 liss IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. www morraproducts.com 1/20E0 46110 MORRIS PRODUCTS, C>rrta.y 8c Oebornea, Inc. QUEENSBURY, NY CONSULTING ENGINEERS By: ORS Date: 9121121 , vriwoi.Morrlsprochnits.com _. . •.. . , -=I 0=7= IThatTiz•Pro clutiA$Inc, RI.A.STIVELDT° giu.ili' "la/ -inn 518;743,6523 ,403,5ERIES MEDIUM GRAY NIORRIS„ Fax: ti844. 43,534 Five.tpcvENT CEMENT iii. um., iima . .. yAiwancirispriidu.dicoiri Page.2 of 2 ... - ..._. . . . _ .. Gina on-FOR Ufa. PRE6itruPt4 Re:ail-all:directions carefally•befare using this worn/a. Read'all informittbn.cerefullY tiehire mink this prodbii. . . . •go 110t breath a VaporS.Usi.only In well vennlated area.tf . .. . • 4'0140 oir ventilatiOn Is used;lie Sure fi Licit:not 4aut,e,a. ro DAN4Eft-FATHEMELY FtAllirMARtE.,VAPORS MAY CAUSE - hazard from it solvent_vapors,iradoquate Wentilatlart cannot be FLASH FIRES L MAY IRRITATE EYES,00***Pi!' prtiyieW.wear a 111051i-approved re;Pirattlr fnr organic 1.40100L._ MAY IRRITATE iitsilitA'liziy.T*TArpc4i)5E solvents,•tip not 0%OM storenearheac,spadk or fla.rnrS 0,tgill*6rE WO us Siiikm DEP:REsstal-HARIN1001:ON FATAIL. °a not irITOIre,ea t or drinlc ben Astrs,ilo ii.oPkOriterrtaity, IOSINNLOWEE!, Vapors plaocomuliktop hhy places and may lsnlin eitlIMlyelit,•StOre and use a tOniueratiir,4'Iletyk-f:n eels- MaitoatiSellriltalfein to eyai,skrp,and norie,thraiitrelict ' and 1.105.At 1;6frifteibtios Dots*of this rise,special care fes'FgthtMYtioit,May 414q4ii4tlini;sofe,t4iP'11-,41141.4q. molt 1)e,..taltart to 0 repare goad jornts:and 0 reV eat e5CROtU PIS 17!:040ng;headache,diniettosi nausea,Lting(Orin repeated tO'Soltrents. •Siii'or-shake before using if jelly-Uke ciiini:h use. rivere:npsures.to.solven ts may.cause dente&to the hralri, Keep crottAf*closed:when not in use. •AtfOid eye acid Orin lien/Otis liktgro.repriCluOtyAsS,,steroi resplratorysysterni *rag:!.pia r sifet4asseiv.itliSlde shields,and wear mucous intinbtanes.Itiler,.and-Wallop,KEEP OJT Of IlEACH Of ruIRse(ginrs.,i.t Du.not On. ag!!.PlItia. I. intiar0 plpe ends and remove ati burrs and ciirt. FIRsrliibr IfAVralloidid a,PO nitn:INDUCE Valletf$16-.CrlA 2. CI teCk dry fit of pipe and fitting,.010 s imil0.e ail iy 4 a 4/3 Water a ad Oita doctor or pubon tbrArnI center Ithinetaatelw, of the way tnto'the 604'Iftbe.pipe biaitains',ItaliaUld riti.l3fuOctIonY*Winted.ildbifila(unlit and Mike dinr(1#1 . - tie snug, anomnnalsi a potentfolly fatal Crinditlon.litnatacouliti-eyes; 3., USu a iultableappiicattor at least.I/7 the.size.ciirthe pipe flush Y;i1nAvOIAT(Sir 15 mIt0eartrl-Pelt lite,MmlOttentlion It diaineter..rOr larger size pipe a natU6.1 IrrI*1:q71 ge.r*4,If cOnt**Iih'ikii,1144 liftiill kito darti,hen, bristle brush ar_naller. use baleri O.el.ha.na cleaner to ininaie toitOet Oink:la;and In 0- 11*i FitA0anli-lItitly4t64.114*FrIniner teelloorketre144g2ffethalr and Oiraln medical attention if ill 5., Apply liberal eqat of cekant in Olpatn the depth,of the feoling,sper,s4,,FC.916M6101;6 FIRST:AID INSTRDCDONS saikeil leaioo no iincoorectsutfoce., ,P41.1,Fin-i4o,sols.' g, APOy:o thin coat of cement a Inside of filth=avoid, me Use dry iliOntOalihiatni or carhop cliogde.ortingaistier. puddling of cttnF4,..l,N4t,ilingcari causeiVeltrafititand WateeiOrayroay bi 0010 to notice potential vapors or for $/rentaterefaPuire.tif pipe or fitting Apply ftecOnd coat cooling.4-urilinilliiiii4.d*Ofiglibkeilf*Ith Water wriPtat and of dertrOttri the prPe„ may re-ignite,On s Ate of w'ater, 7t 41isscr.bie.oartalliCltl,Y,Gernert most be.11e14.11 SPILLS.Remove all SOUreCLOf iSpitipqartgveptIlatt-4fku cOlnetit sitrfaCa lies:Mind;recaat bothPartt. Personnel cleaning sue tbe.splIfshoold*nor apProPrrate personal EL Push pipe NU:Itintia Mtn;yang-a:LA*Wok Matfan protective equipment Including respirators If vapor iirltilig*,PttOirt ecicv-r;•trgiln$afe hth. eslak up spIll with ahsoiliont inateri21, liotd pipe arid iittlie together ior$0 seconds to prevent i.ul-E1*-14014 rli#erla.1 01-50.0641 ibb*d metal containers. • pipe push-out—f bngernijOW temperatures..Wipe.off ntsoose of In:aecortfa*6 with lbOallogutatintts.; exCe...s: W. Maw 15 int/inlet forged handl ingStrenglr nod 4hearS A 4ro Or explOon'may result ifoviraoutiir coeTuTi agelime attemotute4_12,thva.60,F before ior0560.rt hyolittitalitc h.used to dishirect I.:M.0 a PlpIng_sloterr4 eno.N expose Le 114atsi c,va0ors InUnd,froszdyenicerrtenza.000p-rt.eir Pres:alio te0.111a Up to,350psl.Longer cutdittnet.rilay be ttrlra b ers,Do.not disinfect piping system*th rhy graindtv. Do reatilred at temPeratures PION SOOF or viiih pipe not stOre dry granular calcium hyprichlorlte Oa rSolYent-T. dlanleters'ewer r.O0 NOT TIGTWIttAllt, :Cerrronti,deanets or printers. Do SOT IIIEUSE WRY. COT;ITAIMIL itEEPUllt.0 REACH OF CHILDREN. .,?I'l[s.pcodytt r$nut RI r us tuilth caustic or.;chile chemical ., . . iblutiorts,•ConsilltTechnlCill tiePuttm ant for mare' Refer to rnaterlisnfety data sheet for more Inforniation. _-.... Information. Before ptircnaseand use uf aprOdUet,reufew the predict applInitun and:be terrain the product.Installation and use WI;be in oarriplianc_a with any applicable codes anti regulations. yiy.M.Marrioprodupto.crim 1/2010. ---- . .. • ,, -— -— .. ........ , . , . Washington Siate V • r DepaftMent Of TitarlSpOrtatiOn . . -- - . Request for Apptovol of Material cantmet ountor -FA Nu/fiber 'SR CAO-24-CIE5' _, Setiran/rdla of Pr_diect iCqii* DUVALL AVE NE, KING . Conker, Subnotractor REED!TRUCKING&ECAVAtAID,119a. tOTEM.ELEGlitiO .._. 'I For WW2 OT Usettro If .046 p•Egal. ° 'Eli von. poralor tort9 zpri uca.timorFabtater,tbrurtth.irn! RI thrT#7,- $ivi.tlatitfai FKFIXoita ItOciDPI, 1#21.tai •.Nc. ilicodu,:trtii•ft ni 'tritSIT INuiRsNEWHIJRYFCJRT,MA '' 2 DISCONNECT .. 949:7( ) 10 , . . . , I'791-SP S4c,..MAPLE VAIT)%WA. . 8101 - - - . . •: 9-' 2'3 .3.,DISCONNECT .2 0) 13USSMANN,FEDERAL-WAY,WA . sii;1 I FUSE'S. 9=_29'.79) t _ . lkiERSEN,NEWDDRYPO KT.MA . ' 'SSP FU,SES 0,29.7.p) -..,Z' . • . DI SPLICE' 21/41.ELECTRICAL, L4ST11±4,71)C. , SIP4,03 .S.L-1.0,14t) '$'. , . TitizEad.mp, PORT,LAND DOLT,PORTLAND,OR= • 1 v • • al:ib . ,.2.0nr.bii6 _ _-.. RES ID HILT!,TEI.L.SA.OK- - Os ro- 85.01 peNDEb 1 ' 021.0PILGR6 ANEHOit.GS _ _, • ... , . - PACIFIC CORRt1014.Tat EIYAEML,OR 5:0i CULVERT - - • . .- . - .- -- , .• - 4,1/4 10 . , ' aiol soNernmE SONOTRPDEAK1V/1.1.e,SC , . .. . . . . .. „ PlyStr.tErrj.;agerfRepcoponititliro .-----.}dal tlIsi9/29/2021' .StalaMe40,-.3 Elaor/Reprosentati4 Data ' • -J1.... ACclotance;Action Cbdos•foi-us*by Project Engineer and State Materials Laboratory . ..t. Apnlptorpp.Critt•iiir..AostptOnc.e.aa-.4dupOn ISSW,12,4ori'Te.st RePtrflorirliflP144 ti!rf9t.eFiatl to bijI kcidiptim.'4i flifitira*CL •_2:,i1r_r.4p1,541re Criox,Mfo...D.eit.tat CollzifkrO?tos-'Aalallialla PrI*61-tr4:..,.!:#1r.atir.40,-,,_ •C?.Ar.4eofartcb Critriaz Catalog Cuts tor'Aoceptottp!ger lo use or tnalklia'atoroD Pa PPTPv9d..,-0, N4- Adcriptdrntil Cdlerta:...Submit!hoP OfOrtgri far 4APOrmair'OW to trits.-icaftn or mAterl,til;' 1 .•rt S'. AtcpsaO'ci Crlisirla:.OntiTipprovta ro.-ts,i-opfivilit.„WSDOT toiPtEttO*'FAtirlpaori Approved betel rpolOarital I Do 6'.. ACC.eptatipa driterli SuOmIr.041;aloof Mated*On to Protect Eitfirtset Orfr.LIE ' ..)..ctOIAcr-e 0'024 ORqirPillt TfrOlt1to'SInta Maids-MIA Iplaorotayl&-Appovaf,fictiot, ' -,.sciJ nal NI:mired: .U silk Simititulie'aii,tintaaniry;fOrni.farpoitibribillititindations.Alava'fiiiiihtid,irade; t . ..-_:to:stop'rdvaory_ani:eccexiiez -::::&linoto:srie.ail6.7clislon*,:ali.. Efv70oili - :Approval 40.1112ilielit 7,-6436 Rentarki;. Ors9r.ff .01-liortOgrcl#es'ocPifei 'iri.O.Ohl- kJ-FR*4.,iis•-orottiiiidad.tocipr:ipobtOci:fii# dar'siiii. foundation? Provide Prit.m100ai,m,..010_#.0401!iti(8g,,....,nita, .. . 0-'4 fiwhdatJokr;eoorrfrnOhdOtlOn.Ffor:faddr.000ed titil*.40i;:tei..;.(0* s .* '..1041n,.._.Bodoci.:4091.:6310ireci410040FIF,',1ans/S,16. c.•:DO not tiOe'_OulliOrt:thOtal,pioi.-Cori4eti'shall:.bi'placed"againat*undisturbed.g earth:tfr.possibio. th:.4.-kuntsin,t,ife'FOTplate'cr,plor kisablit;it thit brim is.not:D=406 at Urn tf.s•ui-mfftel ItOyay -- - ha rnuOrriid for In forrno tiOri Arra was,anilt9d DOT.fpm*71 Prins-mioimill •Prmi EZIOTtf 011intpitiort Uragidor, PAIN' -1-.•3ftrts 910tiser, Fa:liztabi time Ifsri- ribigiit.tatcriiri §Ltsr Mt iciis::Lau iiii 473.1zif. • liTiOashington State TlIpm'ortivioarit n.f2Tr.ostu..ne,o4411;Nri. August 13,2021 Qualified Product List Contractor Product Information, Contractor: REED TRUCKING Contract NO: CAG-20-065 Sub Contractor: TOTE m ELECTRIC Date: oa;13-21 Bid Item: 85.01 MaritifattUrerl Met-ten NeWburyport, MA Product Name: Modeist FEB-11,-11-BA (Single), FFi(-11-11-BA (Double) Standard Spec: Electrical-Luminaire Fusing'and Electrical ConnectIons(Disconnects) Product Description Inline breakaway fuse holder with insulted boot: Fused quick disconnett kit (insulated boot) PrOdutt Reitridien Aotto.prtiirice Code : 8161 Code Description : Visually verify the product delivered to,the PO site Is the product that was originally submitted,by the tontradtrand approved from the OPL. Note'RestridlonSt when present Last!iodated SOp 13, 2140 To be completed by thefield-inspector: 4uentity: Verified By: Date: SUBMITTAL REVIEW 9-29.7(2) No Exceptions Taken Does not meet City Standard Make Corrections Noted (see Std. Plan -J013) Amend& Resubmit X Rejected-See Remarks , , IMPORTANT NOTICE This review FEB FEC FEX FEY does not relieve contractor from his responsibility to comply &conform 600 Volt In-Line Fuse Holders with the Plans, Specification, and Contract Documents, FUSE BLOCKS & HOLDERS Gnat),&Oalbcwrite, CONSULTING ENGINEERS By: DRS Date: 9129121 RATINGS: • Volts:600VAC/CC iF • Amps: 30A Maximum • SCCR:2001A(Class CC n := Fuses): 100kA(Midget •••••irr Fuses) • Temperature Rating:155°C APPLICATIONS: mersen's complete tine of single and dual ooie In-4Ine fuse holders - Street lighting accommodate either 1-1/Z"x 13/32"(10 x 38 mrn)midget or Class CC e Perking lot lighting fuses, The fuse holders are designed for quick installation. Securing • Traffic signaling nuts or screws are captive thus speeding installation by reducing the • Sports ligreIng need ro locate and assemble loose components in the held. Three • Boats aric marinas internal 0-rings cer pole seal the fuse holder providing a water- • Humid/corrosive environments resistant compartment for the fuse The captive O-rings are colored (blue for single pole and red for dual pole)for Quick detection. APPROVALS: Optional core shaped insulator boots can be slipped on to provides • UL isted CC Guide L Class watertight seal (breakaway versions come with boots standard). Both IZLT, File E52.283 single and dual pole versiorS have an optional breakaway feature • u Recognized Component which safely disconnects the load in case of a pole knockdown, Fuses Midget Gude IZLT2. remain safely encapsulated within the watertight fuse holder on the File E52253 load side.Once the pole has been reinstalled the fuse holder can be • CSA Certified Class CC and Midget Class 6225,File easily reconnected. 32169 RECOMMENDED FUSE USAGE: 413 LISTED le FEB and FEX holders use with Mrdyet 13/32 . 10 38 ram):ATO,ATM.TRM,OTM,GGU, GFN, • Al3X-2.A25Z-2.A600-2.A6Y-28 FEC and FEY holders use with: (loss CC AMR, ATHR, ATQR FB 36 EP.MERSEPil.0014 20,10 Mom=All r.0111 immarma vas MO rielkil to ch....ar Apo,. orMil,mrla044 Mrt.M.law 1.14:.-truamag.canimisrl INA eiR sep1 fApertise, u tol,rc urmIcry . . . , FUSE LOCKS FEB, FEC, FEX , FEY B & HOLDERS 600 Volt In-Line Fuse Holders HIGHLIGHTS: • Breakaway version quickly disconnects line side • Polarized Cual pole provides simultaneous during Odle knockdown in compliance with state disconnection and federal highway commission standards • permanently installed neutral versions Quidcly • 3 0-rings per pole for water tight applications identified by white nuts • Colored 0-rings for quick detection • Tulip fuse clip for improved contact and tow tosses • Single and dual poles • Environmentally friendly-no lead solder used • Accepts midget or Class CC fuses • Highly visible Catalog number even with insulation • Wide assortment of terminal variations boots installed • High heat, mpact resistant insulator • Wire gauge size identified on insulation boors for i l Quick, accurate trimming • Captive nut or screw for auk* installations • Time delay for motor starting and transformer inrusti CATALOG NUMBERING SYSTEM , , FEe. 1 1 i I MIMI NOMENCLATURE LEGEND 1 ,,,,:nln a , . , , . . . • 'Ffa singe Poinsort . . 4/6412 , 1 YRS ., its Kr Sinle new Ciwt CC ifir, . Cu Crimp , i 112.1114 1 2 Yes les FEx Woo Poid maga i F . 0, RID 2 In Its ti Cu Lump It t Yoe I** FEY Dual woe OCC 1ses ' 1 '' ;14 I Vile 1, P1/4' B I FEDir Yes I I CI 2 In Cu°fete I. Nor-brediraway units do lot , include nsuo:cr b0.0r1.. nlaie , (CI).II, 4 I I , 46 I 2 Yes las rinf;aria,.:Yus sto,oeC oocts ace 1 , 1 Ca Enntp azi lin ,les IVA ow:dab*to orcwie a warerrrenr _ installabon. The,ftsutatce 1 boots are designed to form a 1 alb tweehami 1 ..?) ')) g4 UPI* ei-oi2 t i tipi wit mutt Itteekieraii water/V/1f sea/owe conductors ..... .. &aide. but clue rc erifying wire -"--1— 1--- ORSUbtfOn sinas it n suggested , : 111:1110:7re arid the:race wrOP beiiriiized for ' ,Cullom* 0 1 lama,*III am mot kit 9i , • -01Z j Sts Screw , eke Yee Ws FSS1 N Singte conductor boot \ 1 1 amid to cover all crtmo*edit 4 single set screw:errnmaitt) (. © 42 Ailinekl 4?-42 1 ties ties FS/S2 w Double:two/Jaw Door \ , Set Saw fused(ocaver a &ail'Sit ' ( , screw(14yoe.)terfmnots) ' M :ruble 1 . friStdatOr boot tramming ) 92 4?-412 i Set Screw ,ewe Yee 4StruCtons.Locate rate page si.re to be uhdzed maiddng on i / \ ii yes-- Cu Suto tbe boo(and cut tuft bla•sth it /(1,,;'';\ , 0 !, 2 ntjfireriog torque for single ancl ',' le/i ' 1 Ck-541,fe set screw teoninstions' L '— 1 ---- _ — 35 t.t..-/n .E TvOlferung tole for duet cote f.asienify screw-10-F5/W.-in, 4.;ESN verstas have a window:*mounted tummy fuse for neutral euxue.itions EP,HERSEN.COM FB37 • . • FEB, FEC, FE,X, FEY r-*USE EILOCKS GOO Volt In-Line Fuse Holders & HOLDERS M E RSEN IN-LINE FUSE H 0,L DER FA M I LY - TYPICAL COMBINATION CHART kilher ' iiiagvt Vasa rt . . Elso%c' - • ' mar; • ' Kis LK EI:19 GC CP gs%r t imosinm ..Laisernat 8 remko will laxArmnt 10 cagovn arthlr*Ir tbaktga tirao.,9,Ve•Al Olialtiiii• onatikohl ORM ir214 , . • • . • • • BreaKarraw _ FB-1;4 t 1 fr./3,1141:3AI FX•11.2. 'FEC•11•11:OA FE)01.1I FD411-11134 FEY•ttpt I FEUILI•BA FF.6-1.1-21 I FER41.4111A i FEC•1141 ,FEt-1141,0,1 FEX11-21 FEZ-1121,8A Fatt•21 FEY•11•2143,% e.e.t I.3t i FEZ4.1.31 FEY•LIGt /FEB-11•41 1 FF.13011•411•Ebt. ,Flanesi Fer427zis•sa. 1 PEY•11-41 fEa.1141-11A FF841-62 )MG-1:4124M -I— ra3•11."91 FES-LI-914A jPEC.1,1,91-811 , riY,11,5741.1 E.134$92 FEB1.1,9243A I FEB•21•11 —L._ 1 Fes-a-gi rEe•aizal FMR1-74 FEC-?1,a144 FEX-7,1-al FE'4•23b 9 4 FEY.21•21 FEY,21-21•13A I FEEt-21-91 FEB.214 1,FIA i 1'0,31AI FE,9•31-11-BA !FE1-4:,4 i I FEB.41-4aA M-I13:01 FES-0 14147A FEree1111 FEr•fuo t•ex me,e t.si FErat-egui FE13-8 r:Al FEE,E11-91,9A tWil•SI FE).6151..134 .FEMIMI, FE13411,5 FE13-9R412 I FEB42412114 ' — Ft-B.92.92 1 rEe-ez-saar, FEEADSDIJA r-- R-koLnEt.4 , r- c•---,---; FEEN•11•11 14:13N.IL•1144 / FEI A ......_i I 'F FEEN41a1 FEIZALSI.0,1 • ) FEON.H1,431. f marataten 1 'iv FEB•55, —,• lLat•S , 1 P.'ote:Coast:It factory for other coofigurobbps. CRIMPING TOOLS REFERENCE CHART, THE FOLLOWING CRIMPING TOOLS (OR EQUIVALENT) ARE RECOMMENDED: tanoniNfir - ricaanculy — Tin ' ' • 1 i VEMR64 I kg.1111M 1 2 _YDAti 1 TEN 2fra4s Raz ILE.wulls•AciEt3 j Y2 MA I TRAW7C3/45 GOV EikVii.1,1541,VIE E 4 I Y211ri 1111k1 /113,4S 13F0.74 ME,WT-115•A DI F FM 38 EP.:YlERSEN.00tut . . . , FUSE BLOCKS FEB, FEC, FEX, FEY & HOLDERS 600 Volt ln-Llne Fuse Holders . FEB AND FEC, NON-BREAKAWAY AND BREAKAWAY • ASSEMBLY DRAWINGS --- MEM= I .1 ca=ziazzoilbillusl I 1 4,3"(110mm) 8,0"(203mm)ASSEMBLED LENGTH WITH OPTIONAL FSS1 BOOTS i Ir iall.1 . / 1 Ir - : nj. i 4T'CII9n758"(147mm)7SSEMBLEDLENG1 SO"(229rmn)ASSEMBLED LENGTH • FEX AKD FEY, NON-BREAKAWAY AND BREAKAWAY ASSERBLY •DRAWINGS . , i F- vulva rirtAVNUT 111111 IIII . , 12Y-MOOV !..411 WNW 1---4.3"(109mtn)--I .I_ 8.0"(203mm)ASSEMBLED LENGTH WITH OPTIONAL FSB1 BOOTS. I ...an ill Mill rERRna streuaut, Ilk B-SZI _um ilm. 'FrePPAZ sitisor.ir janTry 42"(106mm) 5.6"(142titm)ASSEMBLED LENGTH - - [ 8.6"(218mm)ASSEMBLED LENGTH Ferraz Shawraut Newburyport, MA F.- IERSEht.COM PB 39 • Washingtan State Tr•in ovv•hirtet tin n August 13.2021 Qualified Product List Contractor Product Information Contractor; REEL) TRUCKING Contract No: CAG-20-065 Sub Contractor. TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.01 Manufacturer: SEC Connector Company - Maple Valley, WA Product Name: Model 1791-SF: Quick Disconnect Standard Spec : 9-29.7(2), Electrical - Luminaire Fusing and Electric& Connections (Disconnects) Product Description : Quick disconnect, fuse connector Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9-29.7(2) SEC SINGLE FUSED CONNECTOR KIT - MODEL SEC 1791-SF FOR COPPER OR ALUMINUM STRANDED WIRE Fused quick disconnect type kit for low voltage copper or aluminum conductor cables.Recommended for street, highway, and flood fighting In outdoor locations in bcth wet or dry areas.Model SEC 1791SF kits are des4grec to fit most conductirs from number 12 to 4 stranded vtire.CondLctors are attached with simple screw lugs for easy, quick installation.Conductors can be removed and reinstalled. Any standard midget, ferrule type fuse lexoept glass tube) may be used in this connector kit. Fuse dimensions are 13/32"diameter by 1-112"length. SEC fused COnnaCtOrs are designed for Ede volts or less. LOAD LINE 1/9" 1 In= imm.1115/ 1/8" in ZOI k k N1111‘. CUTTING RINGS LENGTH -47/8" DIAMETER 718" PARTS LIST LISTED SEC 1791-SF Single Fused Kit Complete 1111101 SINGLE FUSED CONNECTOR KIT sEc Load Fuse Body 9070 SEC 1791-DS-4 Load and Line Fuse Holder (2 per KM SEC 1791-SF-6 Line Fuse Body REQUIRED TORQUE INCH POUNDS c,F,NO, woe WIFIE TYPIt WNW SIZE RA cam; teem NOM SwF NO 01F-4.110 itti-123-1 N.Mire.MIS nisSU 1711-0$4 IF%NULL XNNw 1F11141r41 SW newt MM. IOW so miw,!WPM (131/AL show/ 4 1141-91,risit INIWN P11 so SUBMITTAL REVIEW 1110.44.JEE nitol wiens-1 X No Exceptions Taken ORDERING INSTRUCTIONS Make Corrections Noted Amend&Reesismalused connector idt will fit most conductor sizes from number 12 to 4 stranded Of Weed Ra911411141111210018.1104,711i IMPORTANT NOTICE: This review SEC does not relieve contractor from his responsibility to compty&conform Maple Valley, WA with the Plans, Specification, and Contract Documents, 46b (iir&y Ar Osborne, Inc. CONSULTING ENCANEERS 3 By: DRS Date: 9/21121 vNTashingtan State Tr•+n ;^^ August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor. TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.01 Manufacturer: Eaton - Bussmann's Division - Federal Way, WA Product Name: Model KTK Fuse Standard Spec : 9-29.7(2), Electrical - Luminaire Fusing and Electrical Connections (Fuses) Product Descrlptlon : Product Restriction : The fuses must be the type and model specified and approved. No substitutions are allowed. Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site Is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Dec 6, 2019 To be completed by the field inspector: Quantity: Verified By: Date: Bussmann. LIMITRONY KTK Fast-Acting Fuses 600 Volt, 1/10 - 30 Amps Dimensional Data •L1M1TRON*fast-actirg fuse. - I •hiteiamrne tuba. •Nickel-plated bronze enccaps. , :w 1 Sr Time-Current Characteristic Curves-Average Melt r .,1 - 00.0111 Pa•tnwa too % win.conk.r it to as PR AMPRATER E M 1 ermaa ea ra�we tt ` .I 41111MIIIIIIIIIIIIII NIP III . r it 7 .0.. boo-- r Catalog Symbol: KTK =:ION Fast-Acting ice.,• 1,'10 TO 3d3A ■iii ,, 600Vac(or Less) '� Interrupting Rating: 100,000A RMS Sym (UL) i 1 ` I R I' i UL Listed.STD.248-14,(Guide+CJEWX, File IC19180) 41 ., CSA Cartl}lad:C22.2 NO.248 14 : 11.111111110 wi (File*53 87—Cia!a 01422-0''1 _iiii alai HRC-MISC �/i . Ian Electrical Ratings Kafabp Symbol and Amperes) 11111 WOW=-UL Mated mad C.S.A. 1 .�RI ICTK-1t10 WW1 KTK•6 k 25 i � KT1Cr1A ICTK1•tK KT1G7 KTK-30 11� KTKe2'10 K71F1-u2 MK.7121 KT1C-1/4 KTIre2 KT14A — ll 1(401 KTK �" KTK 01 \\\\\ 1 K KTK-1/2 KTK-3-1/2 KTK.12 - K1140/10 KTK-4 KTK.ta — $ KTKmdt4 KTK.S KTK-70 NIMS SYMMETRICAL CURRENT it 41.I-I,-'.:', Carlos Quantity and Weight Ampere Carton Weight' 14669. Q KO- 1-30 10 Asa CO2 WOW sr canon. Recommended fuseblocks/lusehoiders for Ec logsdeisotssaorpHresoathEteo' snOmarLowruoltageDitedive 1 e' om a 1.1!d" fuses (60-i 0014m,T5.150vdc)_ er10 Data Sheet a meted or ntad&swam pOD 41b++Ftipkra4nrp a t 636 527-1270 fur onr nnbrnarkrs. y See Data Sheets lasted belor SUBMITTAL REVIEW jb'" •�n'useblocks• 1104.22104 46.... * •Frger•sate li,neholdels•/109m 1102.1103.1151 _X__ No Exceptions Taken • Penel•mourt tusenolcers•2114,2113.2106. Make Corrections Noted 2112,2109.2140 Amend&Resubmit •In•IIn4 tuset,clders 2127.2126 Rejected-See Remarks ili eery ammo Ceptatimdwsnrrroarcooly*tood only„wmari bawd anm.lr.n..,worm owe A,M„ob„dtII OW ax IMPORTANT NOTICE. This review Pew aoneneme ke eisthre doe wit port*IKhN W IrftlrInAitor Orel of►amp Ore aM VW WEE do 6101131041 9unrrnen.r.wve 4b rii.r.col NW CO awenn or*Mix IM'sn►r d'y sre.'n`4.*4* "'cad mines Sill to it4* Q Witin..mrw murk an woes freemen r does not relieve contractor from his owe*wag,low tho usor responsibility to comply&conform with the Plans,Specification.and Contract Documents COOCR Busimann Bussma11 11010 l• i302 NCQ,,'r Federal Way, WA I CTEVIL,,air o.l ,11120. CONSULTIM ENGINEERS By: DRS Date:9121/21 . • Washington State ,...rTrwrorwsnvfnl August 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor; TOTEM ELECTRIC Date: 08-13-21 Bid Item: 95.1-1 Manufacturer: Mersen - Newburyport, MA Product Name: Model ATM Fuse Standard Spec : 9-29 7(2), Electrical - Luminaire Fusing and Electrical Connections (Fuses) Product Description : Product Restriction : -ht: Fuses rru--,t U ttic type and model specified and approved. No substitutions are allowed. Acceptance Code : 3101 Code Description : visually verify the product delivered to the job site is the product that was originally ,L,Drii*,ted by tr.e Cont-actor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 11, 201l To be completed by the field inspector: Quantity: Verified By: Date: SUBMITTAL REVIEW X No Exceptions Taken 9-29.7(2) Make Corrections Noted Amend& Resubmit Rejected-See Remarks ATM IMPORTANT NOTICE: This review does not relieve contractor from his Fast-Acting Midget Fuses responsibility to comply&conform with the Plans, Specification, and KA MIDGET, PC MOUNT MINIATURE FUSES Contract Documents. Fri.-••••••-- c;1 &ChabOrrle, Lit:* F 121,1StiLTING ENGINEERS By: DRS Date: 9/21/21 RATINGS: • volts:600VAC/DC • Amps:1/10 to 30A (35 to 50A AC only) • I.R.:100k4 IR;10kA I.R. AC 44( (35 to 50A) rs HIGHLIGHTS: • Fast-acting Amp-Trap' mloget fast-acting Arm ruses are rated 600 volts AC and • Special Ratings(Above 30A) DC.with a TOOkA interrupting rating.These ratings give the ATM a wide range of applications not covered by other midget fuses. In APPLICATIONS: addition,ratings of 30/35, 30/40 and 30/50 amperes are offered for • Supolernental protection of of circuits up to 600VAC and specific applications such as capacitor protection.These ATM fuses 500VDC with 1001cA I R. must still be considered 30A fuses because of their dimensions, but are able to withstand much higher inrush currents and tougher duty CATALOG NUMBERS cycles.(Not for Branch Circuit ProtectiOn), (AMPS) — FEATURES/BENEFITS: aim via Ana Ar141/4 .11043 ATN15 • For supplemental protection of small motors and transformers 4,ii44 shim Anal • Extended ratings for special protection of capacitors and circuits with high Inrush currents 043/4 AN? oriocins• I • 600VDC ratings for a wide variety of applications including T ma* photovoltaic and solar applications. LA141,1R, AND j 6100,97 •afte nor ccoonuous current rated devices • Can be used with UltraSafe—fuse holders • 11/2'x 13/32"(10mm x 38mm)dimensions APPROVALS: • UL listed to standard 248-14 RECOMMENDED FUSE BLOCKS ....•ft.inammup.... (I/10 to 30A)Flle E.,33925 • DC Listed to UL Standard 248-14 (1/10 to 304) • CSA Certified to Standard 044141 C22.2 No 24&14(1/10 to 1 30A) IJIMA 3E1312 )04_I 301Se t13)431 _310 353 @um. Ferraz Shawmut Newburyport, MA IOU MI4.0 ortott Me right is ....•••• meRserJ MF3 EP.MERSEN.CON 4c,r1“1 rir.o.,.1144t. .14.l.ii•irtivir,r0 n/44,al In lir.dial.rmir—.1 byname,far estwu rwrye, Washington State nwero$'Irv-Ent-0 Moat 13.29121 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.04.03 Manufacturer: 3M Co, - Electrical Division, Low Voltage TX Product Name: 82-81 Scotchast Wye Resin Splice Kit Standard Spec : 9-29.12(1), Electrical - Illumination Circuit Splices - Taps Product Description : Non-reenterable epoxy resin splice kit; 82-81 - Wye splices for compression tap connectors (e.g., C-tap or H-tap) Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: • 3mTm Power Cable Tape splice Kit Instructions 1.0 Applications: Deigned for use in wenther-exposed or direct-burial locations.For makiog tap or branch splices on unshielded,synthetic insMated cables rated 5 kV and lower when using a split solder sleeve or compression type connector,and to a maximum of 1000 volts when using a split bolt connector or multkonductor cables.These kits will accommodate the following connectors and conductor sizes: f Maximum Conductor size :::ati!e 0.0. t'.-0 Imo I S it I r11• !tt Crropert 82-Bi ott aW6 02 AWG VW—sr 4 We 2.0 Kit Contents: Mold Body _ Pour Spouts tie' 8 Scot Rubber Splicing Tape 23 _-..0 0 3?vr Scotchease Resm 4 1 SUBMITTAL REVIEW a X No Exceptions Taken Make Corrections Noted A Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. ellaboirsike, hie. 3M ELECTRICAL LTNG ENGINEERS AUSTIN, TX By DRS Date: 9121/21 3.0 Prepare Cable: 3.1 For 1000 volt maximum: RoeThoroughly scrape all wax and dirt S"back from each cable end Prepare cable ends exactly as shown_Sec Figure I i—' imenummolri 1 1/4"(mar) l� 1000 Mdl minima 3.2 For 5 kV maximum: Flgairt Thoroughly scrape all wax and dirt S"back from cacl. 1/7• 1l2" 2 able end.Prepare1 1!4" c cable ends exactly as shown_Do n,�cut max insulation while removing otter sheath.See Figure 2 Ia- Bare Conductor(1 1/4"tnaximunt).....A 1 iA t Insulation pencil(1/2").........».. .... B • IMAM Sheath Opening(4 3l4"MIX i t= _.C 4 3/4"(main 5 kV matumum 4.0 Make Connection 4.1 Make connection according to connector manufacturer's instructions.Connectors with a smooth conforming shape are recommended, Bulky,angular types should be avoided.The mold will accept: •Split Solder Sleeve •C ljgpe Compression Connectors up to N2 AWG •Split Bolt Connectors up to%4 AWG 4.2 Multi-conductor Cables. Stagger individual connectors(provide lateral spacing of 1,2"between ends of connectors)and insulate conncctni with Scotch"Rubber Splicing Tape 23.Sheath opening should not exceed 4 3/4",Use 3M'"Scotchlok"'or indent type connectors 5.0 Install Mold Body 5.1 Trim mold ends with knife to fit cabk slightly loose,Hold mold halves in place,centered over silicc,snap mold halves ; together firmly.Check to see that both scams arc carefully - .-ram c snapped together.Tape ends of mold body around cable to � "+w seal.Use Scotch'Ftubber Splicing Tape 23 supplied with ka See Figure 3 Note:Stretch tape to 3i4 original width. Figlie 3 52 Put pouring spouts in holes.Size Figure 4. .1/ Figure 4 6.0 Pour Splice s.1 - . Position splice level. Mix resin thoroughly per insiruuons on resin package.Pour resin immediately after mixing.Fill mold .through one spout until built spouts arc completely filled.Sex c' Figure 5 Refill spout after air escapes, ttti. hOure 5 6,2 1 When resin has solidified and cooled,splice may be put into service.Clip off spouts if desired.Sec Figure 6. .-- Figure 6 • ;..Washington State no..netn,..,s..f Tennennr►etinn August 13, 2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-D65 Sub Contractor: TOTEM ELECTRIC Date: 08-13-21 Bid Item: 85.01 Manufacturer: PQrtland Bolt & Manufacturing - Portland, OR Product Name: Threaded Anchor Rod Standard Spec : GSP 6-02,2.OPT1.GR6, Resin Bonded Anchors - Anchor Bolts, Nuts, Washers Product Description : Threaded anchor rod °or resin bonded anchor. Product Restriction : Acceptance Code : 2215 Code Description : Acceptance is by field verification of an acceptable Manufacturer's Certificate of Compliance per WSDOT Standard Specification 1-06.3 and the lot(s) or batch(es) of material being certified, where applicable, shall be identified.This documentation is required with each delivery of material to the project. Supporting mill test reports Indicating that the product meets the applicable specifications may also be required. If the Contract contains a Buy America dause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Jan 7, 2011 To be completed by the field inspector: Quantity: Verified By: Date: GSP 6-02.2.OPT1.GR6 SUBMITTAL REVIEW o i _ No Exceptions Taken Make Corrections Noted X �, Amend & Resubmit 614' 5.1 „ d G a' m < Rejected-See Remarks 1 a 4 ,dgfs 2 i IMPORTANT NOTICE: This review 1 g V 3 >: does not relieve contractor from his i (� 1 i 11 i responsibility to comply&conform a I,g with the Plans, Specification, and Contract Documents uhi I lil : ,a c g C_i iay a:Osborne,l� _ CONSULTING ENGINEERS RR 3 i 400•411111/16 � By: DRS Date: 9121121 -a I Is this part of the new radar speed sign? Provide complete submittaltmfg foundation recommendation for radar speed sign for review i Is 41 L DEVIIION 11114 l''' # ' 1 111 1 lirtar 1 i t IV' 1 I L N w 2 1§ I SUBMITTAL REVIEW pi I No Exceptions Taken t i J Make Corrections Noted X Amend& Resubmit c o i ,� Rejected See Remarks E '" IT VI V 1 IMPORTANT NOTICE: This review does not relieve contractor from his i responsibility to comply&conform I g We ,' II I I with the Plans, Specification, and w l je Contract Documents l�, 1 B W F 1 R t$ a 1J , , t Ciivay &Oebo.ir.e,h1C. i /OW CONSULTING ENGINEERS _ 6 w � r o _ By: DRS Date: 9t21/21 x i at ,a1 1 b Is this part of the new radar speed sign? 1 Provide complete submittal/mfg foundation recommendation 6 for radar speed sign for review boon 1 1 V. ? IH. A_ 'Yf.'v'tM1ryt„WWY'N.YVS.�'vsl/NW\ ' , jQ `� .\hh'f.11/\ti'tMN.W'N �'MJM\.'V�^.ISM.:^J.\.ti W.".+'.I1^�..\+1.v-.1 f.n/rW'v .lY::JY'YvY\.'.'wY✓'i:.^v^.l. ■I f 1 1 1 1 tr(1 li 1 I 1 g I i f a i,:.Wasbington Stale rlw..•r,�..,,....♦..FTr•rnaa,.nrretinn Ault 13,2021 Qualified Product List Contractor Product Information Contractor: REED TRUCKING Contract No: CAG-20-065 Sub Contractor. TOTEM ELECTRIC Date: 08-13-21 Bid item: 85.01 Manufacturer: Hilti Corp - Tulsa, OK Product Name: HVU Capsule Anchoring System (formerly HVA Capsule Anchoring System) Standard Spec : GSP 6-02.2.OPT1.GR6, Resin Bonded Anchors - Adhesive Product Description : Resin bonded anchor system: HVU single component vinyl ester resin adhesive capsule and either HAS anchor rod assembly or HIS internally threaded insert: Approved for use with threaded anchor rods of 3/B, 1/2, 5/8, 3/4, 7/8, 1 and 1 1/4-Inch diameters. Product Restriction : Threaded anchor rods, nuts and washers are by others and Approval per Standard Spec 1-06.1 is required. Acceptance Code : 3109 Code Description : A - Visually verify the resin bonding adhesive delivered is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. B - Acceptance of threaded rods, nuts, and washers shall be by satisfactory Manufacturer's Certificate of Compliance per WSDOT Standard Specification 1-06.3 for each delivery of material to the project site. Supporting mill tests or documents may also be required with this document. If the Contract contains a Buy America dause, the PE-0 is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Feb 25, 2017 SUBMITTAL REVIEW To be completed by the field inspector: No Exceptions Taken Make Corrections Noted Quantity: Verified By: Date: Amend & Resubmit X Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification,and Contract Documents. Not required per PlanslSpec Where will this be used? t z.,e.y ter Osborne, I„.. CONSULTING ENGINEERS By: DRS Date: 9/21/21 . . . GS!".6,02.2.40PT1R6 . .4 Adliovivo Anchoring Syliairho' • . . . 1-IVA Capsule'AdhesiVO-AnOhiaring System4,2,1 .... 4,2.-1,1 Product-Description 0.1,1. • PfbrilMtbetiOPtiOn, . ....... ( , . . 0 f*tieffattpedflealkOn, 4.7:414, "Te6tiptp.il'Patil FfrO AdheS1.63'C2R:sula HIS IntematlyThmaded ins#4:t 041.4 irstafeticr Ifisfnictions• . . • ' . • ;.1.:0',..LP O:rcfrli1lgin'ioTr173030 — ,ft7):tt!z_r-t'r--r7e;t.„'tt. ''Z'i7.;p ,....: ;-,:::;"Lt.•1,,.,::.. , ;••••••••lert:.....i.f.A.M.... , HAS Anchor Rod Asiembly Ftobar(NeksuPpliod'OY HI%) With nut and‘,VeattOk- - The HOU EWA syatern fa-a heat, +14 •Airchge Rod Sirall:be pretrIded I.i6ill 45. Listings/Ap rova-!, twdeerriberteri kriltashie anChar degree citliza-g'or CO peint to provide City of Las'Ange6t ConsistfingrOf a settle otorned adheeiVe 1 proper mixing of the adheilyei r, fietearctiReeiirt ii2mitzi- capaete.ard.either a threaded rod with component.Anchba'-kid shalt be ' .14SRANSI Std et . -.,-- rut.and weal-ter or Ori.Iptcrritdly threaded 4ranufactuicd to Meek.the felrewirg eefilikatiort fect kiSe in potablewater. 'European Technical eppreve! - • freest requirernertia:1...„ISO'49.8 Olass 5.6 TA4:15eLi25$. r 2 4StM 4 te-3 Grade 8'?'a:AISI 304 or MA:Is/MO Pieduet Features •A ET/V*5/12257 ,iSI'&1i3Sti,inteal Steel,meeting,hip - - • High itiadIng copeci4( mchanical'reqUiraments of Al F . -.• s'•Smell edge dlatence.and Emehiii• 643 perdition CW),4.Reber withohjaer 'it—:1411436 .1*, EC-7A ;,-,...-7-,----7--9E-Te .. •,..,_^ , '..• - • EPaniiV-EinquI*04 or cutpeint. • ,Ocaliont dyneritic lead resistance •• liffds range Of Installation • 'ellgoial ci.td6r,HAORoci nattialirlia!' Ceide'Corplian cc': temperdfotes -vary Om standard'ateet kedprodret ifitc011fldv2000 itCC-ES AC58g - • bkceilart performance in holes, NO%tatilerWashp0 Shall;bsti famished -1.11-3- 1991fICC.E.S AC58!- pored oath g HIM.- LEEDI9:•Credit 4.1-Louv Emitting- ' OD W te meek the requii-ements of theobove tetritiht ati - -Ei crOD•C-ciiarrendcare S: .• r— _ , , richer rod specificattans, • s'Excedlorit'eleVAtedUimperatwe .• ge4imai.-:(0a ' .41.*/;thertret Cipspio.Silai I consist of 3 larjt.15 • dellent perrOunance in freezing 4rEOctcylib0 foll.caps(4.-The resin ' ' ....c.," ,and tim.vitig:6r.rriditioDs,, material shall be'virtyl unstitatie 7P19.kii=a Cd.o r0 414.:Eii q'kV.ail d • iJo hole brualifrig required-1.1d rnettir4yreIg- ErvirennienteiDeiigh LigeM'GtOri bkmo.ou(kidre.witfi eernpistsad litilidlag-peUng,s0eMIT.ia the natto 131traftes initaliatiOnfast Steel!mart The internattylhiteded .alt#ieCepted betchrra!!!:fe7 thedesign, and easy insert shall have o 4$dbdr63-00r0 'cPristflic4;60An0 POgoakiti.tif tlith.-Otr- • '. •iickila.loithecupei. ;:d3f1FiCe. Oeritig.f aids}chisel peririttif enki.tfka toptieribe dit,en.Olifd.IFJP: 006'41i61:U13011190(16C8§- iin-sirt Stiall,be carbon sleet or stainless t .grs,Er)PteaSel,refer to litt-$369. .steel,matertt Which Masts.rnintrnom . r GuldeiSpeciliOations thtli .7 nate tensile strengths of 66 and 101.5 ksi,respectively. Master krinet SeOliem The edhaaiveroneherng system a halite'. 63254(04.11061e acc,esseas)L the Hi IV HiiiI.,OPlictrieig slitemi Related Settions: cortistrig of the HIlki Hi/1.160416m Ople.ang,thq Hilg1-14$.arphor ractiOr 03200 Ponerete-Reinfoiting HIS fraternally threaded Inaeit Ar,cesiaMil 05050(1'.4e*FabtrOtIpil) ,pastallationAtifiesweapeitott to bet, 01514,(Stiticibrai Steel): ir061red iti it71citilted using the - specified diameter of Hilti Oiblsiglippeci, 1.4:11t041v4 andfatS.stiel[consia,t Of an ap, doll bit or matched Oferfinee HMI Do-s HILT' 'thread archer rod;nut washoi and , §r CO-C diamond cote bit.Anchors Shalt PO RTLAiqi)', OR. It adhesive,capable.AlternatiVe!yi be hist:Oiled in a hick aecOrdence to adhesive anchors shall consist Cot a' aecten 4.2.1.4.Caret disturb until.cure steel'insert and artadhesive capsule, time_has elapsed. . :. ...____. KAlt,tnc.(LIS)l-aCC-011,E000 I www.als-hitloarn l'r.zn t4Fparli1114100-1/3.5024 1.'HMI ICMEada)Cattii140:04M,4ia 4g I rinF411Uci.I:r1t otroq:,r,ecfail4tikcjwirJ *8 151 Ach-rosh.;Anchoring Syntr.rno 4.2,1 HVA Capsule Adhesive AnchOring SyStem, 1 111=IM 4.2.1.2 Material Specifications fel Mat ks1 irt1Pa) , Rsaara ifm-Eind Motenel meet IterOrOM-vo of 140 ; Pas §0 68 IMO 72,5-!.080). Wan Strr Uioj 5unev 1-1,A6'.,rettinotriW Meets the.reOfemerlia al ASTKA Grads'8/ -105 (124) 125 L(8824 rad niatastal rreatit,the teivinmetilt al Athil F593(404/31 panfifiDin 0W 3/8111.5/8" 65 .'(448) 188. .(66.9), .-Stelnlek HAS cad ribtedel'guts:the teeeirmigtkii A87.1 F 598(804318),Dantifp 314," tlier 45 (31 10 85. (398) I ILS.irmit 1194e43.04-0.CO*,Steel Oortianitlig to DIN 10277.3 54,4 (?175) 66.7 (4110)' InscriX5Crighlo17122-K7C0 Stainless Steel coniesmIng EN 10988-3 - ,50.8 (350) 101.5 (700) Has-super a HArrE Stenciard Nternoteilal meals the raquimments 0-41471,4 A.588;.6*qi HAS.31itiV$Ste.et 1..1u¢Malarial:MOM te-tquirant00.-Of AS1M.F594 11,AS Carnal Sleet SteI trWaics meet dirrengonal of ANSI 911322;1-Typeknhin MS Supt.&0AS-E Montle rdstASVW 430 All HAS.8&FiASSupe RcOs(402Par5ie,UASESmrdad HIS 1644In; 0:it.era zincid b ASTM 8 633-M1 Mr Sparked H/SE&F{SSipc ro bL gelvaitzedinicconfince with/611(A 153 1.01.1/tantslus-4.,Igny4 tirethar,e Methatp ResIn btha Cilyerney1 kb*:hanleilec 011.7kSviecb,i0x4r.E:cd iod frpireda niny,* [tie p.:wJ nnith;tats. 4.2.t3"Technical Data HAS Rini Speciffaplo.Tatite. •HAflQd$lz1n. ' 3kt 1,2 sfilli 3/4 4,414 , • ; - Deteild (9,5) DV) (15.9): 081) (22.2) (25.4) 01;8) 47:nerstal diarneterIl in: 15132 ff16 11/16 718. 1 1418 173/0 •41" tc: ; 61, etlilept In. 31/2 4-13 '5 6.45/8 67,57)3 8-114 12 orrfattO caps* Ii OM aim itvoi 025) 00. ilt) 0851 . • t:rim thrOtetS-roteoact4' In 1 1-1/2 1!3/4 2. 24/4 I 2;14 243 • " ° (mm! (7141 (38.1) (OA - Ma), i57.3) ttp,$) 150.S) tmu: tiohtenini) AI tt-I8 18 '30 75 150 175 225 00: tomue floc 041 (41) (I 625 _WI) (810/:_ rAci . kv.11;;;,„ In, 544 6-13 7 Op 8.1l21IJ,Vq 15 nafnInteM4.40 hem) (740) (.7 50) OM (220) C220 raP). . . !notarial 1,0 tk,4. 1,5 ti,t4; 1.6 -141r,i17. 14hee 10 n,tt IniSkneets5 ' Doi In. 2 2- .2 2' 2 MILT ,3 Om), .{51 (51 (54/ (51) (51) (57J 711.1. Raccimm' 1E5,16, 1E1813535,46 iE465a,7 E70 Him-Entry Romaine OM 1 Use tnatchdUleatIcatateda tippoittis et teter4tXR 0.34 fit at tlizitonFl tiEt. 2 KIN tyvt*d-tclereix canala Open dab 3 4113 avollao!s.tin vriNini sintettm:=see Lel-ren Fos, 4 Men us-rig mita nI-L-ngth tato ztarnardentenniq.1b,j 5 a/own tese nongi321$640633 pNen avalltrAsUbliranut newt 604.AtO watt' (n.g.Win artv02 LA P54,tedett"MCI e'44440e% HA (1:.1Sf 1-se414;Watir.il I www.uronscarn t eut mproio!Nacr340.5= t$141(04)110 COrp.t-fiuodca44sT I.'ivmOtttl.iii I,Picr46.iTelivilrai G.144008.. . , . . . - 1111111= HVA Capsule Adhetive Anchoring System 4.2.1' KIS Insert Specification Tablo . . . HIS Irfsert hi. •g/8, 112 518 ' :314 t1:s cii16) 0.51 It 7) (15.9) ri e.-1 HVU cOpshle'requif et! 1/21*1/4- 518x 5: .'7/8'i6,--58 I-I x 8:44, d6e. .1),AMILitraro,'EriAg T,,, (tot bil 0=10 ki. liti S'' 718 1-Iiii I I-iii .....±.: , i . htc,- oti.Opih of enibdt. In, 4-114 . 5 05/8 8-114 -,,-*suit langth Orri) 010) 025) , 670) 12101 h 4'0 useebie flea ci in, 1 172118" 1-1/2 2 - length ('sm) (24' .. 0,0) (4C). T. WathirtIng ;t111' 18 30 1 15 159 • . .terquo Kr10 424J (41 I, (1 lig) WA , h nilni notornats621 In. 8313 ?An . la 1.2.110 IhIckries , • Otnri) (I62) — .I191) ' C244), PA. Rectifrift!Och#f 10111 TEC16, 11525, it 45; 6476- Rots*Warrfnier MHO M3.5 35.46 2 iCii000,:d Ioie)04.0-4:00*406100 titS . . . RObor pecifipatOn Table • . ROltar 5.1ze.:: 114 -#5 95 . 07 I 0 . diii, hildismoter In. '58 13/16 I 1-118, -1-1/4 h '.4.41:014i of embScl. hu 4-1/4 5 'Oita 87518 - ,8-1/4 • .--- '.2pr,trIo t1/4-9011, Aff0, . 010 (125) ;11.0) ( M) ' (210i if I Lgtr tpir,eurc tray*thsi***ii 1.14 lot tieskiiittedt.iiihilluipit•,7,41 ilw(Ori ad 011ItiKd`iiimeArz.: Rt'llat FILO,ftavc a raWrnuti(asp 4'4 Ma ten mall rnent tale:berme[no mithla ecloatilt 2 RAJ maktarlolemrcecublrl6t0-04diilitits Metric.Ruber SPerFiti'c Eitel Table (Ca ilacla Cinly) 10f1; 15,14 20M - 25M dbh hit diairiete:r1 Irk ofron 91t6 '13116 f— 32nm ...,_ It= stt dqpih of nbed. mm 90 125 170. 210 =wale fength, ON, (371/2) ,(5) $-5/8) (8-1/4) 2 Mit matetied:toleaticd*W40 Us*0143 las . Ccapb1-!noci Shear ei!clTtirtslon Loa.ding p_1(-1)n (26_)mt . 1.0 oef.-seotion 4,,..0.3) i,,,,,, ifitic ( Kiig Int.il.r4',am an•aaca i www.us.f,h1111.eaen P espa,ixo' I 10.13472,4:033 I IfilfleziF1ite.zicap 1-6,0i345i-V4A I iitier461Eirezo 1'Orciftlit uslIntal t' .1ac Ma L6.- _ . . ‘1=1:111=E1111.1 4.2.1 HVA Capsuie Adhesive Anchoring System ( HVA Allowable and Ultimate Bord/Cancrete Capacity-for HAS Rods ia Normal Weight Caporetel-2 NU AllaVialiiiik2antliCalscrela tapnity WU Pimple SandiComma Cap5c1bi Taos!le- Shear Ten.,alle Shear . Fted EmberImerd .110holfim '11.72000 p:117tie_4(Japif i7,•2000 ii.1 fIegat/*I WON psi fa:--4000 pi',Pc=20110 i7St ilt;4 OQU cal' 0iainet5r Elo 013 ttitidefii) (1,2•_9)/41,0 (27.9:7.$0) fialAva) WINFol (1591R) (27.61/124 , ('16.YF4 91.6 MPa) kr,(gun) In,(TM) - • 'RoWroc1 lb C4,) ib{IP Ii 011=1) ra 1.10 lb(ItA) •I NO . 1 lb Ncr) -lb Orli) 14t2 (11-3/SX31/2."2085 2095 3335 4710 8345 10380 10000 14120 (90) (tit (11;5) (14.9) I. (211) (37,1) (tia.Z ! (45:2) (64.8) ..-3/8 1 5-1/4 "(2)-3181/31/2" 2325 4185 1120 695.5 9205 •16730 '• 18360 25260 (0-3) : (133) (10,2) (lI6) (27.2) (365) (.1 1,3) , P-4.4) (91.;3) 0292) 7 (2)314 X 3-Or2 4405 015 2420 133.30 • 17530 . 19590 28260 -19990 (170) (19.6) . ( ill)„ ....(41,9) (50:::1 (1a4) (.0.1) 049.0 (210.7) 4-1/4 (41/24 4-1/4 ,.3250 4735 645(1 1280 12990 . IMO 154197 21240 (14 4:51 .( 1A) 04.31 00.5; (13E4 > 1 i; 5-3/0 (1)1/2)0-114& 4290 5455 2455 ' 13375 19505 21815 20360 40120 t127) 116-2'1 ill It 3.44 121,51 P4. 1 (42.11 •(Si te7,0 (97:0i (IAS) {1919} 8-1/2 (2)1/2X 4-1/4 57118 7545 1400 25590 2 z.; 0 30120 43600 61760 1216) 03 051 10410 i91.€1 ttis.$. c134.3) (2-.6'9] . 619.0 ' -5: oy..5.1xa. - 3970 624.5 ' '7350: 10390 ' 15890 ' 20970 22040 . 31160 (125). 0.7:7) (232) (32.7) t4,01 UM P3.3) - (.90,0 03.8) --, 5/0 7-1/2" (1)El8 X 5iii 4 5770 1lm5 13495 19000 23000 41805 : 4000 672411 ' (159) (l94) (1)112%41/4 ' (25.7) (4134). (0:(1) (94,9) (102.7) 00021 ' (mu) . (276.1) - 10 (2) 5j-X 5: 11702: 12835 20775 29375 46795 51340 - 62320 8/1120 1254) . (5241 OA) ((324) (130.3) . a60 . (220.4) 3i9.4) . 450,3) ' •6-5/11 (1)3/11 X 5-5/8 .69911 9610 ' 12278 17355 24330 •' 34470 358110 52050 OM _ (27-91. (313•3). (54.6) 07_23 : (1 06.2) 1153":3) ,,16?•51 080 3/4 10 (1)3/4 X6-5/9 8 9110 /4035. : •22755 32100 35445 59350 62260 96540 1 . (19,1) i544 , (l)1/2 X 44/4 (40,5) (264) 119121 (143,1) 062.1) (2649) i316.3) r (475.6) 13-1/4 (2)3/4 X 0-5/8 15220 15310 won I 49090 ;II 79 91238 loo pa, 147240 OS . (67.71 (081) (1.544) l 1218:3) 008) 1272.41 . (542,61 (787.4) 6-5/8 107/0)4-5/8 7145 - - 9130 13110 11;,T35 ' 28500 36525 - 39320 55600. VW • (3781. '000 (5.03) (82.4) 1117.1) (167;5) , ii 74,gt (247.4) 7/8 10 ` -0 3/4 X V;515 1175 18970 24575 34755 41005 75070 .73720 104260 r22.4 (2514i .. ' f46.6) (844) (11294} (154.0 08(44 074 (3522) (49E1) 13-1/4 -(2)7/2 X.6 5/0 16475 23055 34780 33010 65895 92220 112440" 159020 (237) (7al) (talG) . t154.71 015:5) , 9_911 4102) 6N 31 (013.13) 8,1/4: Mt X 0-1/4"- 8640 13425 : 15890 27840 39560 53095 59060 83520 (210) ..(39.41 - (591) (87.6) : (1232) /(53,7) (236,8) , 064,24. (373.0) 1 , 12-3/8 ' (2)7/5 X 6-5/5 14666 . 23450 36170 51150 '"58655 93000 103500 1 153440 i20.4! (314) . 012) . 1104,31 (100,0) 227.5i .(201.0) /4 11.4 ' 1525.71 ' (7441) 16-1/2 MI.X 9,64 26645 311805 05600 78750 106580 123220 107060 23E24 p (119) (UM) (1370) (2412) 1.00.-3) (474.1) ' (548.1) (555,9) 0214.6) 12 (1)1-1/4 X 12 191-79 • ' 239.20 39615 54510 76740 95680 115240 163820 (305) (E30,3 (10.541 (171.8) (341:4) (425.6) (311:0 (7558) 1-1/4 15 (1)1-1/4X 12& 24750 ' 26855 53060 '76315 99000 107420 1611;0 2211910 (314 . Mil (1)1 XII 1/4 (110) (119-5)- , (2404 , (33.9.5) . (440A) (477,11) (781,0) (1104.5) 18 (1)1-1/4 X129 aosas ;pm was 100320 118190 ' 151. 11 masa 30nset (157) p1X13 1/4 (131.4) (1651) (315.5) ' (4404 0254 ' (674,7) .(1054.7) ifiaill 1 trCztmfaf I,*36CNartitit7 67*1 attints(3.olgtOzitiol;',.cri.ti3Oka ifieq,oil( z3i=wool ta ilutari..ailiit-Itfut.ol•TrIeOles is ute trai re:i%t ram. 2.kvifFp Uirtpiaoveto stiar r"- baWtin Corecti.,0.6;11,i Ellg-i 074.j rizitiptt 3 WO 63 e&ri?!mcsFirr.erd 114 ir.t LI.414rii1.0 tirelkeipnt civil.=tire;*dam klthbviD, I 124 Mill,Inc.(US)tr.60-17E1-690it I wymui.fillUo03 I on lesoafo',1-ENI,f579:SCOO I EFIli Pl./Elfin)C-P-1-511e,16344613'( dikiTtnmen i PMdig'Ttoloil(Lide 241. . . • Acihutivo Ancliwing Systornc . . , , ,- iriVA dapOule Adhesive 4nchpirig System412.1 _._ . . - - -- - •- - - --- _ AgaWable;t*Sittirifith for HAS Roth' t . „ Rod ' -}IASI Standqd HAS Sutter HAS:35. /11r,1114er 15'01,ri din&a - --siiti .1D3 01. . ...A033031E18, .IL : ' Tortsile - Maar- Tbri•s!!D .11!).Pr ','.•101#1e- (film), lib 00 . ib OW ,iti.pini ibikNi. 2100____ _ ,, mifiral ' . . . , . 3/1.8 2E40 • 11011 4555 '0.'5- ; t0,15 itres fg 51 . _. (OM . (BA' -- .:20.3) . : lam, f16:21 :t5i21,- .,, - 112 4700 - 2420. . 5100 4110 --, -.5.410, --- - .2325' --'"• (12,1). _• •(25i9) .110:4__ tti:ti) 4, • flak-) 0 48.1, __ ....... 'WS 7340 bib :Rog - 6520 . . ., 10125, ' 5215 - - . ,. (1'54 •(3i.7,) . (15.8) (56-3Y 1204 (450, . ,2321._. .1 - 3/4- - .- - 10570 5445 . 1e2.25 9.29p' 12300 . .6305 t19.11 447.0 . , i24i.i. .(li.il ._ . :(41,#).. (55.1) c(2:64). _. 7/8. 14385- 74W 24805 - 12155 - 16555. ' •.86q0 1222} 'Iti4g) PIO (110-.3 '(55•SY -. (150 - ':. ._.„_... 1 :18798 - 9660 - ' 32400 - 15630 (254 - (83A- ,(41.0) . :64.-iy . a.4.7,' 'N.61 ---i,,1/.4 ' . 2035,0 .15125 • 50620 • 26000 ' 14425 I 17735 ,(141) . . _ Etbdtkoickorsoiteolts.tvi.40itSifq.vii.iitlicii)-ri4'13: :retied•,-0414,FA*N.Otgrall,y0. Stiear0_17: xflothialArgn . . 1.8ihrkate:S1e0167tningth49i 1.1i,„ iRockil ., ,.. _ ... . . . 110, • flaTES.taneind - " HAS Sup& pasts I:4411'31'6r ; . ,.. - tolintiiiiis . . A:snit..kin eri : ,--- ititildoratggs, __ - 1. rx, l'4041,, ' -Termitir:' Rear!. ', Weld 1 • :1L-rmila -'---!roar- ' 'YON _(!,,w1 :, •i cill) • ili,00.- Ibtht0 t.OvNY, ' -a)NO. lb(*)_ '., __.:BAP) ' lb(14.4 . 113 004 3/8 '4405: ' • 600 • 4505 - 14145 ' 10350 6210 '.4035 :8388 - 4870 , 0151 ' r PO4 .R6:4• _ . (164 ..::(362) . :03./8 ret - (2214): •' OSA (22.1) 112 8230. '; 10575- •0405 ,- 14300 •11.,.'5 11043 ,"-- ,r12 ,-- , •"14723 - > ilit Cato , (4.5) tam ,i___2664. . (79a) (ai) _,,_:(st.o)- . :(55.5): . . ..„ W 13110 - ' 16.6131 '''' 10010: - .' WM 2 67-5,0' , ' 1140 - lw. new r 132.05 ' •1 (i 6-g) (50.3 ; :(74:21' (44.53 _ 1 665_0- (125.1) 17e.19, _..._0353) 002;4)... . (6141 . '314 - 1P4C.il ,• PuFD " 1.4415. 412.0 414.zo, - z4450- : ism 28155 -- --moo . (1ki) . -,(56.3)•, (MO) (64.i). 0 614, _ (165.7) , iti.nA, , 't ,o), : 1125:34 _ (751) 7(8 - 26100 ' 22595 - 10520. 48480- "-563711 r ' PaZa ''''',20175, -30335 .,23000 (242) (111) - '045,41.: (3t-.2, . (215./) ' _ 050.9)'. . 0504 : (82A' .. 070.51 . Ora -1•- 36120 -'-.42itrs- --?8625 '' ,03405 --• 73030 '44100 : 27255 - : 58070 .•,,3034C1 {25.4) 0,53): . (1.98.01 (11.4.0), 1202,9) . MO ,(198i5) - 02-1,2i. ' 022:4) (1-134) 1-114 -1 -51210 ' 38738 40035, . , 101155 115050 ;80033 " 43010' - 78235. 48049 31•8),_ , (250,5) . .12w,4. _, Nth . itsio .._. .(511'.15 i001-:ii, : 054.6 . t345-..0) :tank bi . . 1 9 1rcligh*E1E4lid JD AFC ks0 if*a 8R,Aitou..4146 tit u.o.iirpf:rglq•07inieriir.ebiii!Atei tvale.'=-8.78,xf,x06m111.91A142 0.-m- 0A5 xfot krrinsiNca tio,)ne..p.sii'1401.475-socro.12www,ua.illItituni 1,sin ilspanal 1-E013-13P973Cif V.Ht.,lpispcla)c.cirp:1,9#1.404•145B'r t‘lbi.0,41ir,;, 12.4ri17.04.36i101.il Cliii06 2003 155 . . . . '1=1:11:1=M1 42.1 HVA Capsule Adhesive Anchoring system . _ FivA A1lovuable Botia/Coiicrete Capacity and Steel StrenOth for HIS Carbon.Steel end HIS-R Slonelees Steel.Internelly Threadmil marts ' -I . nyu All owablEi Steel Balt Strengthl.2 , . Send/pencrete.Celtacirrk . Tensile .ASTliil A 325_ ' A.511.1P5p1 An* Embe&fent Arliiesive fp I-,2060 pal sithen.feet S i les Dloniger- Depth tallgile(s) (110 MP Tussle' Mimi', -Teesing $4811 hum) in:(01!) Required lb 014 $(1 lb 0.1) ibinfit lb C4 —310- 4-114- ' (i),1t2 47-1M 3180 4370 n • '22-i0 ' 3545 ' 1075 ta51 nagi 04.0 , -49.4 00( _ (lila In) , "› 1/2 5 (I)Sf8 x 5 - 4579 7775 405 ..6480 3335 (120 , 112.1, f2D.3) (84.61 (17,81 ., (28-81 04:61 _____ -.5ie 5-5/0 (11,7(6.*5-618 7450 . 12150 52.69' 10125 5215 111% 069) (312) 10.1.0 caei,m .145A t23.21 314 ' 13,114 (1)1 x a.-i-it 9166. ' 17495 1010 12355 Pot 5 177,51. (46:1) ' 05:1) (28,4) . _ . ,. , HVA Ultirnet0 Son tl/ContreteCepa Oily end Steel Stron0h for HIS CerboriStent and HIS-ttStOtnlOs Steel Interim*?Invaded Inserts . ., . If/U Ultimate =male_BeRSIreuginla Ifort&Conerete-Capicityz. ' Tensile' ASIIil 4,325 — ASTM F553' Metter Enthethrient AO*0 I'. 2000,psi Carbon Steel Stelithr..s Meet Diameter Depth caPs1t1e(s) 033 I4-Fa), -Teriellel Shehrt lbedIel . 'Sear En.(nun) tiL(rr6r0 'Nuked .ib 01 lb coi)' lb M Ib M) .Ib 500 • 3/13 44/4 ' (1)11214,1/4- '12716 435 5,s60 8220 4970 (1681 '159-.61 t12 5" ' -(1).4/8- 18275 —17561 10600 .' 14720 " 8835 12,71 . I127 Bt (78;61 147.21 155. ). 515 075/8 917/8 x6-50- 25540 27610 15565 1 2300 - 13805 115,5) (69) (132d) (122A) _ RD i 11024) 161,41 ' . 314 044. Cl)1-x 0-1/4 36960 31759 23850 ' 20165 -16939 (10.1) (216)• . . (fill) 076.r4 (106,1) , 0 zizi 0.1. .I 5,..69 mlugtn necearleurpir480 As1r4 A 34 bufs: .Fsr-7-9214,Fd re IS kr.1 ASTM FSPiiitt$1:354(1161: FY=65.14 L Fii=np,Ii., fcr VA'rife 518k 0.'45 bisl,,Fil.85i for'Zir At 10**i/to ad Vu",ueu,- 155e4u.1440uss leasteir fon t.x eNa. TelsiDR=071 F.ast p,i7 effk,„ min-.0.45 tt r,X4.. a 1413*.rwiri'44.11 01090(*ItIte4A:Di!,opPity.er 11;1 vino" 1 ell .1-tati;km.(1151 i-ero-e-re-egou r Www.uclidlIzom I cn,opeci 1'.800-43713.300 I Hill PtrAda).Cen./43130,1371—WM t www-Iiiibtr4 t Piodat Tattr,ticat!qtilete2cias . .• 4.2.1 HVA Capsule Adhesive Anchoring System . . i.- Anchor Spacing and Edge Distance Goidejincs in Concrete . Anck0i SpaCjni;Adjustment racfscrs gclga DIstpriCO Adjustrriont f abliirs N , Actual epaciiag C = Acctueedge filstOme . ht = Adria'errib#Imept Iltd = Actual errIklicIrnUrf . ,,h, =I 0.5 1/,) an,l, =, 6,5 he Tension anti shear, = 1.5 li,4 cc, = 1-.5.,ha Terisicn .0 h,,A 'hpEr 4. = 2PErponclic4lar to edge II !--- Pqr:ailet tial edge . . r 1.4 lit"1.1A ' 1 Tgfopi .. . Naimlabiaa,apilty ler Gltiid ix , 1. jet itpitikdrnent dopAin.Rinfuctron : S reettitn for aill&4mly_telimil a _ C dDralt]rni41 13:0 CaiWNW c iTr utlfria collalliA,s 6,Jitaw; ,9iro 0:5 Nicirto Tenster4Shear- I c-• sr4,-,-- C,1-8;Iloit A, 14 Oct G'r!ip . e • a as -- --,--.- .- til.,04-aets - 0 4 . ., I - for i.A.,s,v141,,., Ancliarkadat1/14-iiOnvarrz.:Ct _ (1.0 1 i I Edge DIstanc6 Thusion, 8 i o 1 • 4.4n=0-5 i'.(ili.ct,-14 t!Pkg p .2 A $ .8 t 4 , ii,4=0.41044 t gl-40' Edaa Sitaat(tpliNtnenl Naar il'Ir Cv,..c.:;•c,a..4 1646) Edge placated Shear 1-1:1:0u0a.rd 8,000 Londtirl;utinent"Ficas nr 3/8'!DbmkotAor ,c,„.4=0,5 hor.„.. 1:1 ho Agrlar Zfir cllariggr .. fFji,7'--OM(MA,-0.09' ft5fr,all - 5 pclad , Epps tick= Edge3 Iiitantx.Slife WO Cisiocc&kir' tOr c,cPC=.e4-1 War TC1-1---lh=2T1 V-16-V, Ceisk8ilruija), ol cokkwytrt,a rth;vii .Edge pistil 7q_c Shear tinb,drtent VIM 5,1t4 7 .1-7/2184/4 7 3..1./ 54/4 -7 '3.4•2 54/4 7 Ot'to or away item edge) 11.-offi.bi. - - 0.631 . , , 0.18 !, ,.,..,-- - OAB cut,---0,561,0 a.,a ,,,, 2 0:72 • :. - 9.53' ,--:: - --• 022:,i; ' 0.45 1,17ot m a;36-(cika+C1.24 MIR 0.78 0.70 0.70 GM - ' 0.32 0.18 - ' 0.55 OA8 -'•, ,3 0.51 0,72 :-1 0,74 1 ' 1,63 0,37 0.22 • 0:59 0,49. " . 3i1/2 11.85 Oak 0.70 0.80 '0.57 0;-,i 0,45 0.2740.18 0.64 0.52 06 4 01111.75 lii9:: '0.85 :0.711 0.53 0.53 022 10.22 0.59 055 0.49 - a 4-1/2 0_94 0.81 0.74 0.91 0,74 0,z-7 0.60 0,37 026 0,74 059 0.51. m 5-114 1.10 015 0.78 1.00 0.130 0:711 0.72 M5 0.32 0.82 0,54 0.55 :a CP .6 9.69-0.81 : 0.85 0,74 0.84 0,53 0.37 8.90 0.69 0.59. 0.95 OAS '0.93 PAO 1111 0.63 1.45 110 0.73 0.54 24: 77-718 !Log Dm .LOr 0,85 , 022 D.-52 a B2 0.69 0.89 0.88 . 038 fl..5? .83 172 4, 9 0.91 0.89 9.84 0.50 030 014- 10 ,194 0.91 : - 01 0 4 0.68 1 .97 0.79 fo-vz 0.9S _ 0,94 i 1.14 D.72 1.09:,042 12_ 13.93 0.97 ' 0,84 '0,90 _. -, la . 1.90 1111111- 119 0.91 '0.95 .,14 1 i , . , 11.00 160 Ililp,cm.(1.611-6C0,0754000 i itivoW,u7:i610.own I L.ii crutrita t-ein.ars-aaa0 1 ;PIO(Cr.p=141.parp,14100-2E134.1.48 'I tviwth074:1=i 9rOcilaTtchriFild.iddt:2;00 , . • . • Adhesive A/whoring Systems 'HVA Capsule Adhesive Anchoring System 4.2.11 'Chemical Resistance'Table %By Not PeTilly Notai lb avate I mt,themai-drily of tha reln Is erttasza In the ChemIceritrouie UN lit ',11noisW1 Resist-Mt FOstatit =iodate.,lemint vary-little 5b-rface at.sa emose•4.in-settle basq. Ant;add =no. ! • MI:,wmtid alley the iittAtyttorn to,bp uo•rd whore It aculd be _IQ% , a opowil tc Ur)•!Partiagy RErstslani"Oitc Woo;enmpounds. AW.Itinta I ' • - , . , Artirecaia 2.5-i6 . .• a Ammonium'nitrate ' 10% ' • Influence of Temperature an Band Strength Amrrealum su%Thate 10% I ' • Seattle ante solution WU 01.0ERNICE re4P::•-•.1/155 -pore, 10% ' • 'lb Cereal tetrachloride cone, , , • .* „,_ roe c;.. Cage r4a 40/5 ' • V.... Sam trodrcedrie _ 20% , " .• 'Gitc•Varf Eftl2ecielfcn am ._. • VI?•-• ' ig Oldcatid 10% ' I -• 1'0 r4 , 3 • : ,. . • .3 . Cmoo salt saleUen 10% ' • 4o t3,] ,Commend uvastewater • .5.cl•._ .. • 7.0-20 .. DIeSel tal 41. rz.— - . •- Eibbrai es% '. • 0 - Erplicne.-Iycol am. • zo 60 _ ICO 140' 100 220 Fainitadd i i 6% • ' Base,Material Temperature rt thldrechlritedd . 211% :. • Nato: Test preceolure.invoreo,trpa ccocrete befrig helriat the '%Vegan pctext.16 ' 30% • tempermit'fat241-roilts then rEmailrg 1100r0 the sot, • controlled brfk4rorwrient.md ikstinii 12 faurol teat add 50% • —1 Long tern creep tact In accordance...yeti RUH le% . i ayiataple;protse contact Mkt lb,chnicbt.5enilbfgr, 1itdine ol ' - • ( Midierpol -gem • Mattrftisoltutlii Kenton° . coot _ - • Curing TirneTOble vothre otamlnes ifel%1 -- • *We nteroara i - - HVU Capsule Volume (Approximate) hycfrocartara Valg,12 . • Siza ------ Vol(1 ) Base, Mirltacid 413% • ritaleilal APPralt 20% , • KI Str PIO) 0.3/ temperature Fit0.0nol Petelfetisorna I • - >. NW t12'.'pliZ col - [IF st,". 4 A- Ti- i- ' Firespliont acid- 41:1% • f,rvI1'Fdal+1151 ' 1.04 23 -6 5:hr 21114 • . - _ 1-11413/4" . 2.0T 32 0 '1,hr _2•Proaancl conc. } • .proogennoycol- ma: ,• a , ..Fin 715'11A2C0 2.62 Ea :n) -30 min Stifnan=twat 10% . - a - HAI 1'F24) 421 ab.att8 . 2Q 2(?min • Sertinn skate(cl-H4) __ 50% ' • . IIIA11.-1/4*(f:i34 9.45 Notoric ald 40% 0- ---,- 20 .6 .kihre. -0311C. F .., . ' Influence.of High Energy Radiation 1 yi 5.0311.$IfloUsirtirblo.3D ValitliArillin;na ant 2 ,1:bit-,:.;t'IPOlinelline ' ,. • ' :, - 2 fraelfation Ostrimentat RcoontruchrtatIon GO kit%Thirer4,35 It%Xgreleonri 10 Ver36/0.117Peetirr.I0le EXpectire' . Most fur Use , • <10 Mred Irrairjelf cent ruA Use SzItes-of Ute!I'M Rae la Weio inunerstd in Ow 4WD us cherninitctdapCtentIS . _. - (or up Xi one yells At the end of Mental neticd.liresamges were arVe0. ld-015 filied Moderate P.astrided Le.Arr)#irn Ws-sliming no Tatra Omegeenet hewbv ten iter ego-%Isflocii ' Frm 7 0,5."Fperm. . In tending qlourall streglh we ciat15ett as'Re.sISLit."Sairpres tat lied r recominendatlan >lit Wee Medium to Meng Sligfil damage,arch at wall car*chips,etc.or ralictinn In Omit for use strengti di 25%or mere,were classified as Tort;eff/Ru'•,"6:tent'"SanIalm'itint - ware ham*damaged&derdded tve c134itiad OS'Nat&Mat' r, HICI,Irc.itlq 1-0:040944o0 4 www.44041P..coin I liri epic t tACC1.87MCCO I 1-4411(panstin)Cbrp,4-420•20.1455L I ii4,44.4.131414:ca I F4gLitrATer4914;i:Iltike:20211 IC• . • • ' • Acinese.te Ammo!'lin Systeme , 4.2.1 HVA.Capsule Adhesive Anchoring System .. . 4.2.1.4 Insta116tion Instructions (: HAS Rocl,'Reber end Insert IrtStalfalion Instructions /- .4"/ - • --- - ,E5r;././.:.7../... 400 ....s. ././ .„ _.„ •/ / ..,/ , /-/„. . .41( _.•.. ...:_. , 4 , ,row , ,..soulome/ x •• •# ••,'• 'vs . ..,. _ Viiimme gm wi.c,.. ....„ : ..,-. .:: .I.,, /- :..-: ., _______i_____,h• . / /./.. ......, „,„• ,./.,- mom. / .!,/7 . Make la,OnliIng the hole-Rotary 114.13riling;h.g hole-D4-rrvanit 2.Clean the hole frrtniediately, S.EeSure!rat the iptiaL41 harerro• rIll Sat the depth Cori Mark the correct before settrg Iticrenchor. Otlfrg dep.tta readied oti• gauge ta the correct drilling, criliing-depth no the height Reineve'drillIng dust and Itarorichor rod.If rat,edd:err depth. adjutitment mochainTsro. stantlin water-frertlie base' em*ootrUtTlf Math,',re,' of lher hole try blleg out well ekamplewililitape or inat,Iti.x.; with'et least rt.stretres.Citthe Vow:out puiTp,Or t4ng, aorriar*ed.elr,Or of.1 irdIrrevicallm Ought%T,he• anchor holtruot'Ise free of tlust,trotcr.kg.oriliriturreM ahmlu•i315.1Tirs'Yelh-er tetern rhutttirer corilarrf defile.POUity-- • •ofterred Notes a.epoor hold. /'/ ,?•*,/./ F./ -/ / / ' //,7,• /!7'/../1 ' ./.1/ //:;--‘'l HVU 6 / //, •HAS • ./ /.."- mg /*•/ /4... ng„, . . • .e...-•., .4 .../ /.,./...,,.....,., 1 f _-- Ez /il' 7eugr ; . , 1=1T 1 rA_ANAIIIII • I Mail 1113 I 04 _- . _ . 4. .nutiont Check the hole 4.17r4iii the anchor:capsule into 6.Me'.the setthig tool'ato 7,Switch'off 416.n)in,harnrnet driller:Iva to correct-depth the drilled:hate. speed ot 260.1gaP cp.m.to driD innocritatelyixben the before setting the archer. delve the aholier retiltilutlte ollaellredsettlhgOrltl 4 11efa depth ls.carrect *hole;applying modc-ralfa' rP;4301,1u1ror1.2 emit on lte viten the anchor rad pressure and with the anchor roil):Atter setting, crptacts the base olltro hotaF hammering action swlmhed on. adheShre Mortar must'till the and the-settintt depth Intuit nruariar Op completely,right coincides with the Corer* Uprtathe.earterulttaltrfaue. surface. ..nallorrt Prolonged rotety ., action mai cadge irtriar la ' he lulu/data or the ho t., resulting fir reduced anchor leting I:A:W.4. ,,,,,• _ t„ p•- m , 1 er dr 40 4 'el4,A0fj1 •P,9 e t- ai, flT,r17,1 ng.' . gt' eitC.e.itT-.....W..0 ot—.t7..0 ii"• .tXg.0f:tre.W„l.,„t c WOi uVsr,! r e( i, 4 ( • 4- 1-.,r_rui.td7•8.-The idirk;ng tinv_.1 fer,Iwo' 11::Al.teric-ettirig.0.4 Lt,tri Of lie 19.1.!tried rroi+'kid applied to the SI.thevorliing iiirief iiirg dupei•rth on .-h.l.se matailgl wilkIng time/rel',do rot ancror oOly alt . lila ourir,if arxlcUriitsj tirhet cure". tempemlurof MOGI WI:Aneroid manipulate or&limb the erre Imre has elapsed. whirch t.*--erid cm buse (e fig.16).The.screvraii-on anchor rod in any way until =tarp temperature,must Sating tool maybe removed ti cluing the'14.-ro" , be ob.servedl only aftlitha Cie','It fel"tr hes elapzed. alacaed. . , - • IG4 ifif).lsz.(US)1-1100•874-81110'1 wiltaMe,ItlItisam I on cannilell.E1A2179-.2g0.0 1411i(0.;'.'Ialoe.14 COO.t•GrA5.353-ItIsq I vit;r!oliEwca.t Rig.luccroctliazg iiine zone • . . ' - ALITIcrervo Anchoring Syratomo HVA Capsule AdhesiA'ri3! Anchoring System 4.2.1 .... 4.2.1.9 Ordering inforrnatiOn .1051,z.. • 4 7 it'-'4170'17:tt'rr.zir,--t-An.tr.tz7,717.7 ......,, - N.gf,',.-Ii.,:•;. :zir.71...74a .,,,4,-,,,,,--,4.,--;.., . ... : , .' - HVU Adhesive Capatilezi Cartion,Sted.HAS Rods/Stainless Steel HAS Rods MI 'OM, MS gas Suptc HAS Raft ' HAS Rads HAW - ' Adltnita Capsffies OD/ L Rods 5.8 , •Alf611371 . '3134s5 318SS 10301y ' Uest4tion Item tip.,,lizr Wu nun p nri -I mrn r Et. esc Emrk H rn ct : Earor p an' , HMI NO. U1liøon iten a: : .130:84x. 318'x3-1/2"(1,110)..256632. 10 aia-t 5-11a 335419 31i•iks--vir ',6807 3/8".*6-1/81- 385452 3/0".x6-1/5 3O24338 1. 211/10 . _. 13/6'x1.1/2"(1,11M • .. Sir X ir 1E2"x4-1(4041214 25603 le, , 1/2'x0.-1/2" 365424 1E3' 6-1/2' :68W 112v$6-112' 383464 1/21x8.-//2" '102432ii "2000 . , . i 1/2"x4-1/44 VIII:• 1/2"xir . 3854Z5 1/2"is 8" 285455 - I 10—> -1/V X4-1(4'11/1121•1, ill x 1 0" 3554215, I 1)2"x10'. 285458 irexiiv . 17243ST; _ la -- ,- 5/5"15°(11118) 256554 IC' 518'ict" .135428 stavn-Fr_ . 333783 I writ 7-5/11',' ans4G-1 .aaria-sian 3232ii 20pit , 5/5"1 91' 13542E11 - 513"x10r ,'325463 5/8T g 8' ;3824324 1 10 510'X12" ','2024330 214"x5-515" 256752 5 3.14"x 15" :I.85432 '•3/4°*5,54E' 58660 -34'x9-501" ' 335469 3/44 x3-518*-''3E24240.: •10/5 , 2/4"210-3/5" 314"x 11'' 385433 . . ' 10 _ ,..3/4"'IC -.5i5'' ," -,'314"x 12' .385434 -_ ' 34"X.12", ''355410 -" i ._., tO , .3/41'x5.1118'.' • 2/4"x 14*- 385435'' 3/4"X14 31' 0553 3-. 24'114(' :2,85471 I 10 7/8"484)11'02;0 256585 5 -718",x10t• 1 385441)•710"Ital 63661' ' -lir x 10' 085473 7fi?ii6-51E0(WA_ , 718°.1.X lrz 385441 -7/8"..X12 hde.I 20,2077 I ' 10 .. . .. 77/8"x 5-8/0"ow ' 2R"xlew Wet , 4525.9 . • 5 . . _ 1^x8-1/4'0124) MOM 5 _1"x.12", , 386441 _1' 12' 66E152 1"x,12'.' _ 335474" 1 1'X12! 2624341 .. - , '1"x 81/4'01241 • 1'04" , 385443 l'K14'. ,. 3506579 2 -1'XIV 380444 . 1"x.16° 350608E1 . I 2 1"x5-11/4"0124) . 1'x'21P 385445 . 1'i21` ' 3006081 _ 1-1/4"i 12.•0,1331 2505111 4 ' 1-1/4'.!Ala.,' 385445 '.1.1/4'i lir 333778 7 1 4PI 1-1/4"x ir(r,134 _ 1.-1/4'.'712i 380447 1-1/4"x 23" 3006082. .... I 2/4 1 1151-4 mantwi(vig•go-tob.) 00,j orrwiz2.-ribgio groj_ 2 litgt.iii-Alltig to&wItzli. ir41-7,116",x 3/4"till . 1 toir;trim(Lisp 1.0r.g.g7U•CIN 1,urkreatishJILsati:I ori trGgzr1.011,64,1047.1.5.3110 4 HIM(01=10*AD.i• 3o.453,445p I*MOON.=I F quiPierMi611. itr;:= HOU Pnbdtart Technical Quid' o In The United alatee PAYMENT TcNkiri- Nhat 16 Jev. of wawa Qualm"arms T.MI MI PAYMENT TEM& 140114 VI+ter utder Of'orrice, c,reLf L callocing ago diatom untana. Cusco:%pa%to pay boa curpod rck.cirti 7f,ro, taaa. 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Room oust to m oetalato aandaan wade Or mow GRUNT: Al 01011%Old an boa we"Awe ro 3011101000101010 a dared at avoid boa in WOW Crude Ospeneare aretteA umelawasod ectaitio and weaken quarelas awl it att-reat endlan AI Moe to Woe la PIM toosano,eine RETURN POLICY- Pico*ewe le neared moped Wiese ableateRee 1111N a P1111 toestitepailesf *pea mono aborento elseewele WI peabow Owl RI aro rot laroto deo Pool al Oirshiso y nourod I a Albaned by Irne ynowe en.fseor 'DI all nardrillad Newel&Mona aeon AMA=end oeco,',rued kerne me nal diets far NOM cre44 Dote I 4 le ree relax pocket,awnecl mune triarnirs urtly launderIiam amellta And wilyn then Weep Wet tre*nee/Peery davyy yew rwoinnt ads. dote ---) 'WARRANTY RR aerate Om lot a parbd of I/ononto ear fhe&Web soh a ft Se fee deccm meet demonise or frown.1 vet,dbe ede RIR*Oat 100111001.allure IN poontan Node ceco prose rrir tr.W,re optics stab ototbalt II It a:n*1 a calm'a t.) a wood 4+aroma alscse1r^:407,melee rr eoneneneree_Atatonao Han moo oi nailloolen Jel raxatoaquancart ow ouch plezt Aden tee*194eieseeh pried 0111 eanslaulaal wallow et at:erne wee reepite 10 WAN Inaltalt. wIi al loped elbow ant II see odor reayeemells Mee Meilen eel creep er. ParEaowe VAinimirr IS Of UIU4LOIHrodeos,et aloe.040nChna ISEL A winuNrcs,Express Om"Arun INCH: NIA mar matteing Woo spay LMIW 71-IE 0.1PUOD MiletWilli Or 11111PCNORDAINITY WIC FIIIE35 KW A FUMPOOL NIP eall Ono wastrearre otoot Ito Co naraladeata twaallria &vat.to Ube rd Gamma'"smilay mess la MOWN v HIM mew*.nominee or cootatote aorta a take Men la Pole dad itaboal,aatimai mama re 001.11,Ogalla Or Mt contan.rnonl.er any elher dratpa*Erg tatt Of at NOW to Ow eloaloy at alarattore inothal Any ara aele aaooliso IOW wavontle laded by or*trs Sib as Omit Act tr any AccEP'wag OF MO ey:tarot Fs limbed 10 lha noon ISM"ccreared hilref% 1011/Bi IMMO Or aro PoOloa• hod" Mena ere sutiect 10 tteenee Ip .ronba Acelefortel or ebeeeely mew diatillat wow potatood by Codator sre 3•19,rerl material end arc Mow'0 rid pdeck4 Nash nyyrato"shall-.or operas as a TITLE TT)PRODUCT no* wn'oes""P 14.16 mato netcron ble ONO'Wein 0011eine wrowes r banns al the :ore peerwee pew ot pattot add. anito"ovem.emblie teat OF delkWisctsid..A0 UPrso;etc:: PRICE& curare team to any Ite oboe Mel Oalant et not mime"sa Antafby HIP teem and edl p1h Od On*MIL Galalaillt*OM lia per tors Vol areadesal Mom adoadan ate=wawa leo 0UIt* Mp nan-ormaila oteria vall bit so tIontaat 4,14w 4444q menu ataipialb marnpoon altaintela aid Voasbe be real afros air nrec4y gann't carecale. ibonnebria at a hire goverment enlitt AP Giro t Not m gnu= oainn.arin la lop timmas at Gm twat abain mob"dynamo+cy moulat to no,ow rat wet lo Ws*len solid d Conned 00lnalanek P.O.Boa 211411. Cbet....t 74 te I, tandem lattent fea.to auto 411's Cb*fly Oetwernol poreonnel thy ankr adleket ponies way d ao too or oiltwooll4 isrr.o, Ina(.0...plry 01 0,4gin ifianaikONL prnowsiew leateet ION slid in no mita lib Me SS Size i4frio brie b_aryeas. be Pate aniabe,Moldwiel or ont ounaequenhe damp&Prim ,thee lbeed Oh the end unless anowas ease are Wool IX'aurarolarg 4.111 en tee older—rite;fir ChAtINCL Nil%apt pormoral as ad mullyrided Is) cd'Irdorl 17T.4406 My only IW purahloas of Oalt-xi.t o,or.,euos or ox.14..moil bon old Calainans or item cofroona.ani.MIN dome ma annion mom lame uist afar :mat,Convener%MEP WNW Terre ea won* Asko%.10 r0711610111001 MOW SO NNW ere resell s 10 AMP by with miry rr.71.werrarry lemte Ofeeceed byC11.10111ft INWII OuleetWO weal,to Ciat*ne. nor ones ter e tubed to comp wawa.10100 CAS ISALES: Parer*r INftAs sly to Slade WV CONSIOR TO JURISOIC TIOrt 14!gm-4400W OW urmare 14100 OWN be defree010 hew mewed bow bee troloaa irto r%am sod 4 MUTATIONS Al rw,^oilc ..t4l.a ear Woo avaodli dityglyor nattily*ler ate trwaslana be c wawa lo ammo nyneed e Ow mural of the Carry of T.410 Rea af C10111101L Cue.tomr-v wed antoolloa promos tha amatkal al any Oho ea"v.%sty multi serum Roy too ante.4c trill in.Or raril~ be wilr.,4•44 lel we men c.c." ..redcror UP wee en a,ac.Al ronoc Inensacern ded be Goer we by and r:oner-ed a extreme" eat the MP t OW Met of OALeneno- IPPDIENOtretCPCMOSt Custom lenity wean ,nsenwrsyc4i tr ars,.coils, 1-nornors toes.Vane,by.fen as a .1c1/Ca/in Cal.UP ;AV tDtaoa by Oat omer la wit f eberar Awe r Ircr.1 si elute Cr atouoto.or al any aanantot%eternal came-ern ,chall CUIMOMei,Oft IFINiPii111)0151y IC cvr oft-nil J apoleable wen SRI opotang "mono!file darsonnahon.or 0141410011 el makes upon Oolong o01.6t24kA rame. AUT14.0t0ZAT1Clhe 1411L11 LEGAL C0NWM0017 01944140Peet,L ART r-c INCIPMAIZ AL:1140MM'R!)MOW'i' r 94/14S ANC 0OSICC10.5 WAFIROWT moot= FOR sF E 1Fr APPULIO10114,014 MECUM CtlentleF,DocLirci-N.rs aign .i.ny WC?*ACTION la feat AND VOID Lit css rfEti RAM!WNW BY Wci4 imrviauAL III V ,LSI 104).0 71-60[JO 4 tweralisJeleart i 1 on ethane,''-114,0441.,..K00 I Wel Cone*Cole 140631544111 I soawaiiiiholualms Proouti leetweall 43...0.VMS . . , Concrete shall be placed against SUBMITTAL REVIEW J-25.10-3undisturbed earth if possible ' No Exceptions Taken Make Corrections Noted Illa i : . tt 1 L a a Amend& Resubmit alvanized Steel • Aluminized Steel - Aluminum Alley _X_ Rejected-See Remarks ! IMPORTANT NOTICE This review ., CORRUGATED METAL PIPE(CSP, CASP, CAP) • Corrugaree metal pipe as use°exter evey in flood controt, I does not relieve contractor from his res risibility to comply&conform drainage and sewer systems because cf its economic value, 1 po strength and durability.The pipe is usealy fabricated in 2C 1 with the Plans, Specification, and .. „ sections; however sections in otter levels are Contract Documents ' e. .•, available.The available diameters range from 6 inches to ..5.-.... 96 inches and ate available wall thicknesses are.052 1 tee inches(18 Wium). .064 etches(16 gaiege). .079 inches Cenral. Sir Cilishoornc. Inc. ., . , , .P. (14 gauge), .109 inches (12 gauge), .138 inches(10 CONSULTING ENGINEERS or.' gauge)and .168 inches(8 pugs). The pitch of the ....,• . By: DRS Date: 9/21/21 . corrugation is two and avo-thirds inches and the[seem is . .. one-half etch. For 6-, 8-, and 10-Inch pipe the pitch is one and one-hat Mches and tee depth s one-fourth inch. (See t detail on this es.c for definitions of pitch and depth-) _ . CORRUGATED METAL PIPE-ARCH (CSPA CASPA, ,. "••=0",' t yr •••"9"Itirr.,i CAPP, i,, ' .11171•••• . •-• Cornigatee metal pipe-erch performs the same function as 4 - At,a,, und' ro pipe and is used pnrnarly where there is limited • - ... neadroorn or cover over the pipe or dhere the hydraulic ,.. . . conditions necessitate its use. Corrugated metal pipe-arch, like corrugated metal pipe, is usually faleicated in 20-foot ...,, . sections, althuug)'secturts ef other lengths are available. The Dipe-arch is avellatle in many sizes.The Minimum span x rise is 17 x 13 inches and tile maximum as 83 x 57 .., „ ': • elle- ,,;e:.e.„ a; . inches. The available wall thickness are.064 inches(16 gauge),.079 inches(14 gauge), .109 Inches (12 gauge), - -....' ..•• 0...`• -7' _ e-- - -...-'e, .., .136 inches(10 gauge).and.168 inches (8 gauge).The peer- of the corrugations is two anc*.vooeterds wanes, and - •- the depth is one-half inch (see detail on this .,:ge for . . definitions of pitch and deptri). -- -- . DEEP CORE (3 X 1) Pliell • -- Deep Core is corrugated metal pipe who has a pitch of three Inches ano a depth of one inch (see detail oil this page for cefiniecrts of pitch and depth). For larger - DETAIL OF CORRUGATIONS diameters, this corrugation profile allows the use o'ler& gauge material for any given loading ccatirtion and reduces PACIFIC"SEAM-TITE"LOCKSEAM SEALANT SYSTEM the weight and cast of corrugated metal ape by 30%to 'Sean-Tte" is a rrign pertermance single component 60%.The use of Deep Core proveres rxciriomy and strength Peletifethane sealant placed parmanertly.r the in larger cgameters.The standard lent-et-1 is 20 feet, although mechanical lockseam ot coeugatec or Spiral Rib pipe. other lengths are aearabie. The avaieible diameter...,range Seraerrte-is used in special applications to ensure 8 from 42 inches te 144 nches. The available wa i leak resistant pipe barrel. 'Seam-Tee" is used on low thicknesses are .064 inches (16 gauge), 079 inches(14 pressure arid ferrety flow pipinesyeterns and a evadable gauge), .109 tfiClES(12 gauge) arid .138 inches(10 on all our lockseam pipe products. (Separate brochure gauge). available). DEEP CORE(3 X 1) PIPE-ARCH ORECIANICAL LOCKSEAM --... I '\ sEALAffr Deep Core car aso be arched where lensed head room Is I w J. ere I encountered.The available wall thickresses are.079 inches (14 gauge), .10e inches (12 gauge)and.138 inches(10 - gauge).The minimum span x rise is 60 irches x 46 inches and maximum is 171x 110 inches. Refer to technical manuals for heights of cover, sire, and gauge tables. Contact Pacific Corrugated Pipe Co. for reference publication:S. . _ 3 Pacific Corrugated Eugene, OR c, SUBMITTAL REVIEW SONIIIITIIBE® 7.02 , , .. ILIPIP•"-- No Exceptions Taken 11, 4...., • -'-- R X Make Corrections Noted OUNDAmend & Resubmit Sonotube not allowed per 8-20.3(4) Rejected-See Remarks Use of Sonotube is allowed for portions _ concrete torms IMPORTANT NOTICE: This review of foundations above finished grade *does not relieve contractor from his provided Sonotube is completely responsibility to comply&conform removed once concrete cures. with the Plans, Specification, and Contract Documents. ........... l• A, lif . . Gray 8E Osborne, lrit% CONSULTING ENGINEERS 10' ' '' By. DRS Date: 9(29121 1040 * 4 . . . . .., _....fr* -.. '-' .: - 7. -- - - - ' : 'I pp , -- riFit7';'4 1.4 ...:: .'' ; . *;*,,..i.,,....... ...... ..._ ...... ..,3„.... ,. • ...... ..... _ . ....„.. .... . , „.. .. . . . . _,m„ . - -- - .. , . ' ,.• 'IP',r • _____.,., . . ,.. • , ,,,,- • . . . , • :.,,,,,_•,, „ ,,,i STAND STRO r, . . ., .., .. .... . , . ' 'IOW, allair . A - . .., ' ..- Sonctube irrA Hartsville, SC .;: SONOCO ,-.:.• - tY)" .." ,,, ' 1‘1011b A • t :. 1 . . Isjir ... , 'ora ji %.4... A heritage of trust Conrracrors around the world have relied on the Sonotube•brand for over 50 years. More Applications than just paper tubes,Sonotube concrete forms stand strong as the most economical way to create round columns for buildings,eatrameways,structural columns,light posts and • Outdoor sign. light pole other commercial and residential structures. and fence-post bases Rain resistance • Footings Sonora engineers applied a century of lezderrhip in design,technology i / and manufacturing to create a high-strength,rain-resistant paper for • Stab piers for elevated ramps '"� ♦Sonotube forts.The new paper's attnbures allowed Sonoco to rtducc • Columns for residential and the weight of the forms,making them easier to handle,set,strip and tjelifill discard.And now with RainCuardn"paper technology Sonotube 'r.'/s i/ ' commercial buildings and •, gosi forms stand strong even in wet weather.Set today and pour tomoraw, r / other structures • Flagstones and round steps Industry-leading technology and value The supersor strength-to-weight properties of Sonotube forms prevent hlrovouts and • Theatrical and movie props may eliminate the need to use a crane during setup.Contractors around the world know Sonotube concrete forms stand strong in their superior technology and value. • Super-sized shipping tubes •Portent o.,,dNg Advantages • Rain-resistant technology keeps wet weather from • Heat resistance eliminates Form deformatton during impacting your pour. the pour. • Easier to setup and brace so multiple columns • Soaoco manafacrures and distributes Sonotube brand can be poured at one time. concrete forms throughout North America,minimizing • Superior strength-to-weight properties prevent lead times. blowouts. • Easy to sett and drill at the job site.. a • •• Important instructions for field use sea Mow to stare Pouring C Store Sonotube concrete forms in NOTE Use a ideas,sigent with,rlJ a dry place at the job site: Sonutubr forms,riper-sally when working r �4 wale aggressive concrete nrrn whitlow. •For list resoles,store farms �' vertically to maintain roundness. it,v. r Snnombe concrete forms arc engineered jl► •Keep ends covered at all times. not to buckle.swell or lose shape,and have •If stored horizontally,elevate a been successfully used with a continuous minimum of 4 inches off the ground pour of columns well over 40 feet_Do not and support the full length of the forms. exceed AGI recommended pour rates. Camerete mist be vibrated during pour. Placing Even the largest Sonotube brand fortes ', Stripping arc raster to place either manually with Strip the Form as soon as possible after block and tackle,or by crane do or' the concrete basset to prevent concrete from stickingto the form.Recommended �f •Position over a reinforcing bar rage time for the easiest and fastest stripping ' if desired. i'��► is 24 to 48 hours after the pour. Sonotube •Avoid damaging the inside surface. concrete forms should not be kft on the •Place individually or in group for column for more than five days. continuous pouring. Stripping optssru: Bracing •Use a circular power saw to make two vertical cuts Sonotube concrete forms require on opposite aides of the form.To prevent marring, minimal bracing to be brought to make sure the depth of cut is not set too deep. plumb: _ Remove the Form. •Use light lumber or scaffolding. ,' •Use a utility knife to cur the form front the top down at least l2 inches.Use a broad-bladed tool such as •Secure the column foot with collars if necessary. a shovel and short strokes to pry the form away from the •If pouring bents for bridges,consider tyingcolumnlumn in a spiral motion_ the column form in with the sexm form. Stripped forms an be used to protect finished columns Sonotube concrete forms can also be tied into until enmplerrm of project. other forms or structural members. Sonotube round concrete forms Sizes Concrete Requrrements hylir,urd f+,mew jowl"br .1.--..),(16-/ Diameter Height of Coknon Form,.art available in On 311. I ft. 811. 10 It, 12 tr. 16 ft, a It. Irngt-Im up to 60' with 6 .022 044 058 'MN 117 146 t32 8 .039 077 .103 129 155 .206 .258 I= diameters ranging from 10 061 .121 .162 .202 242 .323 .404 6'' co GO- 12 .087 ,176 .233 .291 .349 .466 .582 14 .119 .238 .317 396 .475 .634 .792 16 155 31 G .414 .517 .620 .827 1.034 18 .196 392 523 654 .785 1.046 1.310 20 .242 485 .646 .808 .971) 1.293 1.616 22 .293 .587 .78.2 .978 1.173 1.565 1.556 24 .349 .698 .931 1.164 1.397 1.862 2328 26 ,410 .820 1.093 1.366 1.639 2.186 2.732 28 .475 .950 1.270 I 584 1.901 2.534 3.170 30 .545 1.091 1.454 1 818 2.182 2.909 3.636 32 *621 1.241 1.655 2.069 2.483 1.310 4..38 34 1.401 I 13611 2.335 2802 3.736 4.670 36 .7115 1 571 2.094 2.618 3,142 4.189 5.236 40 .970 1 939 2.580 3.232 3,878 5.171 6.464 42 1.069 2 138 2 850 3.563 4.276 5.701 7 126 48 I-396 2.792 3.723 4.654 5.585 7.446 9308 54_ 1.767 3.534 4.712 5.890 7 069 9.424 11.780 60 Z181 4,363 5.817 7272 &727 11 634 14.544, Learn more about Sonotube forms sonowbe co menu'for Fan available from dcalcrk throtaghour North Amaica For additional product or tedinical information,plcaic contact your Sonotube concrete form distriburor or Sonora. Sonata.frundool ix 1899, rs pied routootfitaarrr of irodartroxl and con:wrier prom.'co tote providir of perking lining,with,more rborps 300 Ammons:crying rumour,in 85 matiOXJ hor mare mitryworion divot the Company ono the Samara We',ore or armee.orm. Si ' 888/766-TUBE (8823) SONOTVBE • so 11Tailf 5888788E Erre,' • 58807110E ,f>" " wane= !POMO 0 NM&alma