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HomeMy WebLinkAboutCAG-20-065 - Duvall - B19 - Furnish and Install 1-Inch Water Service Connection Washington_ Oa Department of TMansp1o1'taeon Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 7/1/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor 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# 041 B PE Use Bld Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr./QPI. HQ Use No. Productfrype Manufacturer or Pit Number Reference Code Code B19 Corp Stop Ford Meter Box Company 8 Project Engineer/Representative Date Stale Materials Engineer/Representative Date 7/13/2022 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 ❑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. eO Source Approved: Ballcorp Corporation Stop shall be FB1000-4-Q-NL, see attached. From photos, it appears this model Corp Stop was installed. 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 X❑Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Slate Materials Lab-MS 47365 DOES NOT MEET CITY OF RENTON SPECICATIONS COMMENTS BY: ABDOUL GAFOUR-WATER UTILITY- REFER TO STANDARD PLAN 320.1 7/11/22 NEED TO USE F81000-4-QL / SUBMITTAL INFORMATION 0. 10,6 Ballcorp Corporation Stops - (FB1000-x- [QNL style) .,,„ i;+n%l J AWWA/CC TAPER THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC UBING(CTS)OUTLET TO ACCOMMODATE THAW WIRE 7/16"Hole for Thaw Wire Solid One Piece Tee-head and Stem Integral Thaw Wire Boss Dual EPDM 0-rings in the Stem\ -,X. EPDM 0-ring /Stainless Steel Gripper Provides Axial Restraint AWWA/CC Threads , h� _ �" �� Quick Joint Nut Au. I 1 Inlet Outlet 1 ,' i0 ifre/ `. Molded Buna-N Spring Tip ' Gasket Provides Hydraulic Seal Molded EPDM rubber seat with reinforcing ring supports the ball Body Outlet Threads Length > Image shown above is an FB1000-4-THW-Q-NL. VALVE SIZE INLET SIZE OUTLET VALVE BODY OUTLET APPROX. PART ✓SUBMITTED SIZE LENGTH THREADS WT.LBS NUMBER ITEM(S) J3/4" 3/4" 3/4" 4-19/64" 3/4"Flare Copper 1.8 FB1000-3 -Q-NL 1" 1" 1" 4-31/64" 1"Flare Copper 2.6 FB1000-4- -Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • 300 PSI working pressure • 7/16" diameter hole drilled in quick joint nut boss to accommodate thaw wire The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: F O1 P.O. Box 443, Wabash, Indiana U.S.A.46992-0443 Phone: 260-563-3171 / Fax:800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 12/02/15 SUBMITTAL INFORMATION �! riA,,, Ballcorp Corporation Stops - (FB1000-xx-Q-NL style) 01; 1, AWWA/CC TAPER THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS)OUTLET EPDM 0-ring Molded EPDM rubber seat with Solid one piece tee-head and stem reinforcing ring supports the ball Molded NBR(Buns-N) Dual EPDM 0-rings in the stem spring tip gasket provides hydraulic seal AWWA/CC Threads _ .N ��� _ � �Quick Joint Nut 40,',.. ig��: ���.t►io ®,r Stainless Steel Gripper Ring t rInlet Outlet I Body Outlet Threads < Length External Nut Stop Fluorocarbon-coated brass ball Due to design variations related to sizing,items may differ from images above. VALVE INLET OUTLET VALVE BODY OUTLET APPROX. PART ✓SUBMITTED SIZE SIZE SIZE LENGTH THREADS WT. LBS NUMBER ITEM(S) 3l4" 3/4" 3/4" 4-19/A4" 314"Flares Cnppar 1 R FR10(10-3-0-NI 1" 1" 1" 4-31/64" 1"Flare Copper 2.6 FB1000-4-Q-NL 1" 1" 1-1/4" 4-5/16" 1-1/4"Special Thread 3.4 FB1000-45-0-NL 1-1/4" 1-1/4" 1-1/4" 5-21/32" 1-1/4"Special Thread 4.3 FB1000-5-Q-NL 1-1/2" 1-1/2" 1-1/2" 5-45/64" 1-1/2"Special Thread 5.4 FB1000-6-Q-NL 2" 2" 2" 7-1/16" 2"Special Thread 8.2 FB1000-7-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice.Please verify that your product information is current. Our standard warranty applies. The Ford Meter Box Company, Inc. Submitted By: FORn P.O. Box 443, Wabash, Indiana U.S.A.46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 08/18/20 Corp Stop installed 6/16/2022 .4 's' M1 . .',. y . ,t .ti t -sue • • ,;$'''4 „,„.•is -- ,y--. _ t gar WI• {.. y}. • , •� f ti -V. Irik)..‘ICAt a ♦R S ti • i ' ♦ tic .je % 1' .: "tom ♦Alit • iv 7.k::;1%4 ' 1 -finri � � � r �'.c[¢ss • +..sK jC• • , G t wj ` .i.. l:. t:-..,504.".F him.. �T �..� . t '`'' ;; -om ••e`er a o .. ; i. 1 Y • . P T 1 .. lyrk f t�Irsa :: t ;.x. `y .. r ANL -6"""rm Washington State vi/ Department of Transportation Request for.Ap roval of Material. Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 _ . 01ro7/2922.. Section!Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor • This form shall be completed prior to submittal,If this form is not compete at tlme'o f submittal it may For WSDOT Use Only be returned for Infomialion that was•ornitted. RAM# 072' PE Use Bid Item Materiel or Name and Location of Fabricator, 'SpecfcaUon PEIQPL Hdgtr.PQPL - HQ Use No.- ProducifType Manufacturer or Pit Number Reference Code •Code • B10 Thrust Blocks Ash Grove 7-16. 2 B9:03 • . -812,02 1314.06 '815.06 'B16.06 - B17.10 _ .B18:10 B19.06 • 1321.08 • • Project EngineerlRepresentative , Date State Materials EngineerlRepreseritalke Date 1M/202Z Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon`Satisfactory'Test Reportfor samples of materials to be incorporated Into project: 0 Acceptance Criteria:•Mfg.Cert Of Compliance for`Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog•Cuta for'Acceptance'prior to use of efraterial..Cataiog 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'Fabrieatlon Approved Decal'material shall be used. 8. Acceptance Criteria:,Submit Certificate of Materials Origin to Project Engineerbtfice. 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): Mfr. Cert.'of Compilance-shall show cement mill test.report number and,admixture product&dosage. • Remarks �,r r r« f ��r crr �-� 7.09.3(21) Concrete Thrust Blocking EThe Contractor shall provide the Engineer at least 1 Working Day advance notice before pouring concrete thrust blocking and 1 Working Day advance notice for inspection and approval of all concrete blocking prior to backfiliing. DOT Form 350.071 Project Engineer Distribution Revised 03/2021 0 Contractor ❑Region Operations Engineer ❑Fabrication inspection ❑Region Materials ❑dare Materials tab-MS 47355 Aft V7Washington State 4f; Department of Transportation Concrete Mix Design Contractor Submitted By Date Reed Trucking 1-7-2022 Concrete'Supplier Plant Location Miles Sand&Gravel Pacific, Kent Contract Number Contract Name Duvall Ave NE-Renton This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 J Remarks Can be used for Commercial Class Concrete Mix Design No. 0442A Plant No. 202..203 V` Cementitious Source Plant Type,Class or Grade Sp.Gr. Lbslcy Materials Cement AshGrove Seattle ASTM C 150 Type I/II 13.15 564 Fly Ash a n FEl C Alkali% GGBFS(Slag)a ❑100D 120 Concrete.Admixtures Manufacturer Product Est Range • (oxlcy) Air Entrainment BASF MasterAir AE90 1-15 Water-Reducing Type A BASF MasterPolyheed 997 17-50 Water(Maximum) 946 Ibslcy Is any of the water Recycled or Reclaimed? DYesd 0✓ No Water Cementitious Ratio(Maximum) 0.44 Mix Design Density(pcf) 144.8 Design Performance(Attach Test Data) Average 2B-day compressive strength(psi) 5290 VI Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 031 V Water Soluble Acid Soluble Agency Use Only(Check.appropriate Box) OX 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 Reviewed By: '' 1/1112022 PE Signature Date DOT Form 350-040 Distribution:Original- Contractor Revised 01/2020 Copies To-Stale Materials Lab-Structural Materials Eng,;Regional Materials Lab:Project Inspector Mix Design No. 0442A Plant No. 202,203 Aggregate Gradation El AASHTO El Combined Nominal Maximum Size(In) Edit... Aggregates 1 2 3 4 5 Total WSDOT Source No. b B-329 J B-329 J Source Expiration Date b 06-2023 J 06-2023 J ASR Expansion(%)b❑14 Day ✓Q 1 Year 0.02 0.02 Is ASR Mitigation Required? NO NO Stock Pile Grading` 57 J CLASS 2J Percent of Total Aggregate 0 Specific Gravity(SSD) 2.68 2,65 Lbs/cy(ssd) 1860 1260 3120 Include Percent Passing for each aggregate component. Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100.00 100.00 1-1/2 inch 100.00 J 100.00 100.00 1 inch 100.00 J 100.00 100.00 3/4 inch 78.00 1 100.00 86.88 1/2 inch 30.00 J 100.00 58.27 3/8 inch 8.00 i 100.00 J/ 45.15 No.4 0.10 V 98.00 V 39.64 No.8 0.10 J 84.20 } 34.06 No. 16 0.10 68.00 V 27.52 No.30 0.10 47.50 19.24 No.50 0.10 22.80 J 9.27 No. 100 0.10 5.10 \j/ 2.12 No.200 0.10 1.70 V 0.75 Fineness Modulus: 2.75 (Required for Class 2 Sand) Proposed ASR Mitigation Method: None Notes: a Fly ash or GGBFS is required for Class 4000P mix. 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 less than 0.04%.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 Distribution:Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Matenals Eng.:Regional Materials Lab;Project Inspector VOFFICE:253.833.3705 FAX 253,833.3746 400 Valley Ave NE M I L ES Puyallup,WA 98372-2516 SAND&GRAVEL Concrete Cylinder Report Concrete Mix ID: 0442A I AC)318 Performance Approval S.: V Stre r'h: 4 000 Modification Factor 1.000 Number of Tests. 30 Standard Dewabon: 636 Average Range(PSI) 17X Fcr=Fc+1.34(s): 4,852 Standard Deviation: 636 Fcr=Fc+233(e)-500 4,981 Coefficient of Variation,V: 9,2% ! Within-Test Srd Dev(PS11, 158 "1 J Within-Test Coeff.of Var 2.3% Average 4.82 4.7% 67 53 4,220 5,290 Batch-to-botch Std Dev(P5t1: 616 Max: 6 75 7-11°0 7S 72 5,420 &Sim) Batch-to-Batch Coeff.of Var. 8.9% Win: 3.50 0.0'4 59 37 2,8911 4,06r) Date Slump Air CT AT 7 Day 28 Day I 06/24/21 5.75 5.0% 75 63 3,880 4,980 2 06/22/21 5.25 5.0% 78 70 4,370 5,370 3 03/25/21 4.00 5.5% 70 47 4,120 5,430 4 03/05/21 4.50 5.3% 65 50 4,310 6,050 03/02/21 6.00 4.0% 60 43 3,970 5,400 6 02/24/21 6.75 7.0% 62 37 2,890 4,080 7 01/27/21 4.50 7.0% 60 45 3,850 4,880 it 01/06/21 4.50 5.1% 61 45 5,170 5,990 9 12/23/20 4.50 5.0% 63 41 3,980 5,300 10 12/17/20 4.00 5.5% 59 47 5,030 5,870 11 11/23/20 4.50 5.0% 64 41 4,200 5,090 12 11/09/20 5.25 5,5% 63 43 5,420 6,890 13 08/20/20 5.00 4.2% 78 63 4,140 5,280 14 08/05/20 4.25 4.6% 64 64 3,230 4,290 15 07/31/20 5.50 3.5% 78 59 4,120 4,920 16 07/28/20 6.00 5.5% 72 70 3,360 4,060 17 06/19/20 4.50 4.5% 76 72 3,510 4,400 18 06/18/20 4.00 4,2% 71 70 4,090 5,250 19 06/09/20 5.50 6.0% 68 54 3,740 4,710 20 06/09/20 5.00 6.0% 69 57 4,490 5,850 2! 06/04/20 4.00 5.3% 63 60 4,690 5,560 22 06/02/20 4.50 5.1% 67 54 3,810 4,800 23 05/20/20 4.00 4.9% 70 52 4,130 5,570 24 05/06/20 5.00 5.1% 63 54 4,330 5,230 23 04/22/20 5.00 51% 67 52 4,930 6,090 26 04/20/20 3.50 64 52 4,970 5,690 27 02/17/20 5.00 66 43 4,690 5,830 2$ 02/17/20 4.25 68 46 4,890 5,770 29 02/03/20 5.00 4.9% 65 44 4,120 5,140 30 01/24/20 5.00 5.6% 64 50 4,210 4,950 Miles Sand & Gravel Company WWW.MILES.ROCKS ■ BASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer I Plant: Comments: Mix ID/Number. 0442A Application: AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (Ib/yd3) (°Jo by Mass) ' (Ib/yd ) CEMENT 56d _ 0 0050 0.0282 FLY ASH 0 0 0010 SILICA FUME(RHEOMAC SF 100) SLAG CEMENT FINE AGGREGATE 1270 0.007 0.0889 COARSE AGGREGATE#1 1860 0.0050 0.0930 COARSE AGGREGATE#2 0 0.0050 WATER 246 10 (ppm) 0.0025 CHLORIDE ION ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (Iblyd3) AIR-ENTRAINER: MB AE 90 r 0.75 (fl oz/cwt) 0.0003 ACCELERATOR (fl oz/cwt) RETARDER: I (fl oz/cwt) WATER REDUCER: (fl oz/cwt) MID-RANGE WR: POLYHEED 997 6.0 (fl oz/cwt) 0.0042 HIGH-RANGE WR: [ (fl oz/cwt) WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER: ( (fl oz/cwt) ASR INHIBITOR: (galtyd3) CORROSION INHIBITOR: [ J (gal/yd3) SHRINKAGE REDUCER: (gaI/yd3) COLOR: (Ib/cwt) WATERPROOFING: (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) = 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.006 W-S CHLORIDE ION CONTENT(%of Cement) =I 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) "I 0.031 \/ I 03 30 00 Cast-in-Place Concrete We create chemistry n03 40 00 Precast Concrete 03 70 00 Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90` Description Features MasterAir AE 90 air- • Ready-to-use in the proper concentration for rapid,accurate dispensing entraining admixture is for use in concrete mixtures, It Benefits meets the requirements of • Improved resistance to damage from cyclic freezing and thawing ASTM C 260,AASHTO M 154 and CRD-C 13, ■ Improved resistance to scaling from deicing salts ■ Improved plasticity and workability Applications ■ Reduced permeability-increased watertightness Recommended for use in: • Reduced segregation and bleeding ■ Concrete exposed to cyclic freezing Performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the • Production of high-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or lightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper concrete normally does mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M. "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. MASTERS >>BUILDERS oLUTIONS MasterAir AE 90 Technical Data Sheet • Guidelines for Use Precaution Dosage: There is no standard dosage for MasterAir AE 90 In a 2005 publication from the Portland Cement Association admixture.The exact quantity of air-entraining admixture needed (PGA R&D Serial'No. 2789), it was reported that problematic fora given air content of concrete varies because of differences air-void clustering that can potentially lead-to above nomial in concrete-making materials..and ambient conditions, Typical decreasesin strength was found to coincide with late additions of factors that might influence the amount of air entrained include; water to air-entrained concretes. Late additions of water include temperature, cementitious materials, sand gradation, sand- the conventional practice of holding back water during belching aggregate ratio,mixture.proportions,,slump,means of conveying for,addition at the jobsite.Therefore,caution should be exercised and placement, consolidation and finishing technique. The with delayed additions of water .to sir=entrained concrete: amount of MasterAir AE 90 admixture used will depend upon Furthermore, an air content check should be perforrried after the amount of entrained air re_quiried under actual job conditions. post-batching.addition of any other materials to an air-entrained In a trial mixture, use 0.25 to 4 fl.oz/cwt (16-260 miJ100 kg) concrete mixture:. of cementitious material: Measure the air content of the trial mbcture,and, if needed;either increase or decrease the quantity Product Notes of MasterAir.AE 90 admixture to obtainthe desired'air content. Corrosivity — Non-Gfitoride, Non-Corrosive: MasterAir AE 90 In mixtures containing water-reducing or set-control_admixtures, adrnixture,will neither initiate not promote corrosion Of the amount of MasterAir AE 90 admxture needed may be reinforcing and-prestressing steel embedded in concrete,-qr somewhat less than the amount required in plainconcrete. of galvanized-f>oor:and roof.systems. No calcium chloride or Due to possible changes in the factors that can affect the other chloride-based ingredients,are:used in the manufacture dosage of MasterAir AE 90 admixture; frequent air content of this admixture. checks should be made during the course of -the work. Compatibility: IVlasterAfr AE 90 admixture may be used in Adjustments to thedosageshould be.based on the:amount of combination with any BASF adrniXturei unless stated otherwise entrained air required in the mixture at the point of placement. on the datasheet forte other product.When used in conjunction If an unusually higher low dosage of MasterAirAE 90 admixture with other admixtures, each admixture must be dispensed is required to obtain the desired air content,consult your local separately into the concrete mixture: sales representative. in such cases, it may be.necessary to determine that, in addition to a proper air content ih the fresh Storage and Handling concrete,.a suitable.air-void system is achieved in the hardened Storage Temperature:MesterAirAE 90 admixtureshciuid be stored concrete. and dispensed at 31°F(-0.5°C);or higher.Although freezing does Dispensing and Mixing:Add MasterAir AE'90 admixture to the notharrnthisproduct,predautionsshouldbetakentoprotectitfrom concrete mixture using a dispenser designed for air entraining freezing.If MasterAirAE90admixture freezes,thaw at 35°F(2°C) admixtures,or add manually using a suitable measuring device orabove end co ietely réconfi ute by mild mechanical agitation. that ensures accuracy within plus or minus 3%Of the required Do not use pressurized air for agitation. amount. Shelf Life: MasterAir AE 90 admixture has a minimum shelf For optimum,consiistentperfomiance,the air-en training admixture life.of 16 months. Depending on Storage.conditions,the shelf should be dispensed On damp,fine aggregate. If the concrete fife may be greater than stated. Please contact your local mixture contains fine lightweight aggregate, field evaluations sales representative regarding suitability for use and dosage should be conducted to determine the best method to dispense recommendations if the shelf life of MasterAir AE 90 admixture the air-entraining admixture. has been exceeded. Safety:Chemical goggles and gloves are recommended when transferring or handling this material. BASF Corporation Admixture Systerns www.master-builders-solutions.basf.us page 2 of 3 MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAir AE 90 admixture is supplied in 55 gal(20S L)drums, BASF warrants this product to be free from manufacturing 275 gal(1040 L) totes and by bulk delivery, defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Related Documents Satisfactory results depend not only on quality products but Safety Data Sheets: MasterAir AE 90 admixture also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Additional Information OR FITNESS FOR A PARTICULAR PURPOSE WITS-i RESPECT For additional information on MasterAir AE 90 admixture,or its TO ITS PRODUCTS: The sole and exclusive remedy of use in developing a concrete mixture with special peformance Purchaser for any claim concerning this product, including but characteristics,contact your local sales'representative. not limited to, claims alleging breach of warranty, negligence, The Admixture Systems business of BAST='s Construction strict liability or otherwise, is shipment to purchaser of product Chemicals division is the.leading provider of solutions that equal to the amount of product that fails to meet this warranty improve.placement, pumping, finishing, appearance and or refund of the original purchase price of product that performance characteristics of specialty concrete used in fails to meet this warranty, at the sole option of BASF. Any theclaims concerning this product must be received in writing ready-mixed,precast,manufactured cancrete.products, within one(1.)year from the date of shipment and any claims underground construction and paving markets. For. over 700 years we have offered reliable products and innovative not presented within that period are waived by Purchaser. BASF' technologies, and through the Master Builders Solutions WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, brand, we are connected globally with experts from many INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) fields to provide sustainable solutions for the construction OR PUNITIVE DAMAGES Ol=ANY KIND. industry. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This Information'and all further technical advice are basecton BASF's present knowledge and experience.However, BASF assumes no liability for 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 legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological.progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding.with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out'by qualified experts. N5)'ME-AE 93 bocamo M,utarAe AE 90 under trio ldastcr Builders Solution.4ran.l.0ffcciivc Janunry 1.2014. ��yy, IWl:VA`.I i @BASF Coll....Mon 2015 a 01/15 a PRE-DA70013 BASF Corporation tMt States Canada BASF Admixture Systems 23700 Chin Bc«tevard. ieCO oar,:Bou!¢rard CIet1 tor,OHo 44122.5544 0ranpicn,Ontario LOT 4M7 www.master-builders-solutlons.basf.us TO:KO62e- L Fac 21I3 130-s-521 Tol;B80 337.5802 a Fax;905 792,0651 page 3 of 3 Engineer Addition ❑0 Washington State Department of Januarys tO,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: dl Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction Chemicals, Inc.) - Cleveland. OH. Product Name: MasterAir AE 90 Standard Spec : 9-23.6(1}; Concrete Admixture - Air Entraining Admixtures Product Description : Liquid air entraining admixture for concrete. Product Restriction : Acceptance Coder 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 : Nov 27, 2013 To be completed by the field inspector: Quantity: verified By: Date: ® ® BASF ; 03 30 00 Cast-in-Place Concrete. We create chemistry 03 4-6 oo Precast concrete 1/43 03 70 00 Mass Concrete MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Formerly PalyHeed 997* Description., Features M0tereoiyheecl.997 ■ True mid-range water reduction(5-15%)and excellent performance across a wide slump 'edmiixture isna'patented range, especially the difficult slump range.of 5-8 in. (125-200 rnm) 'r ulti;%omponenKt ■ Superior workability, pum abil'ty and fnishabili ty.qualities even in concrete mixtures range+dater,reducing containing low amounts of cementitious materials admixture',MasterPglyheed: `rrz V ' ■ Superior finishingcharacteristics for residential/commercial flatwork and formed surfaces 997-0admixtur..e�rrieets p A trk0 4941E 4..0h11' ,equirerrientS.forTypeA, Benefits water-reducing,,and Type F ■ Significantly reduced placement and finishing time resulting in lower in-place 'h h-rangewater-reducingF • - .�.. , , concrete costs _admixtures: ■ Higher strength at all ages Applications is Enhanced concrete durability Fiecoinineneied'for.usein, ■ Increased service life of concrete structures ■All'oo`aret± ,applidatigps. wti'ere`superior Performance Characteristics workability,,pi nipal ility Mixture Data:500 lb/yd'(295 kg/m')of Type I cement;slump 6-7 in.(150-180 mm);5-6%air, l,.it LU 4and fir<isiaabllity;qualities= concrete temperature 70°F(21 °C);ambient temperature,70°F(21 aC) aredesired_irirparticular Setting Time Performance' 5flatworkc;pumped •coriereteaand pen'ri©uso Initial Set Difference °concrete• Mixture (h:min) (h:min) >a "b .. '_ Reference 6:01 — Concre#e<containirig ...._ _.._..._...w..._ _._..._._.__._,...._ _......—.._,._..._.._ �.,_.._....__......_....., manyffactured Sand-and, MasterPolyheed.997 admixture harsh:concreteniktures 5 floz/cwt(325 mL/100 kg) 6:22 +0:21 10 fl oz/cwt(650 mU100 kg) 6:57 +0:56 15 fl oz/cwt(980 mU100 kg) 7:31 +1:30 . 1 , { MASTER° ?)BUILDERS SOLUTIONS MasterPolyheed 997 Technical Data Sheet Compressive Strength,,psi(MPa) Storage and Handling Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes, Plain 2360(16.3) .3320.(22.9) thaw at 35 GF (2 °C) or above and completely reconstitute �....... ........ ...,....,�,...,.,. �....,,_.�..,..... ...,.,, ,..,.,.w,,....,.--., by mild mechanical agitation. Do not use pressurized air for MasterPolyheed 997 admixture , agitation.. 5 fl ozlcwt(325:ml/100-kg) 3060(21.1) 3930(27:1) Shelf Life: MasterPolyheed 997 admixture has,a minimum 10 fl az/cwt`(650 m1J100,kg) 3740(25.8) 4610(31,8) shelf life of 18 months. Depending on storage conditions, the 15 fl ozlcwt(980 mU.100 kg) 4620(31..9) 5460(37.7)• shelf life may be greater than stated.Please contact your local 'Note: The data shown are based or: controlled laboratory tests. sales representative regarding.suitabiliity for use arid•dosage Reasonable variations from the'rssrdts shown here maybe experienced recgmmendations if• the shelf life. Of MasterPolyheed 997 as a resat of differences.10 concrete making materials and job.* admixture has been exceeded. conditions. Packaging Guidelines for Use MasterPolyheed 997 admixture is supplied in 55 gal (208 L) Dosage: MasterP©lyheed 997 admixture has a recommended drums,.275.gal(.1040 L)totes and by bulk delivery. dosage range of 3-15 fl oz fcwt (195-986 mL1100 kg) of • cementitious material for.most concrete.mixes. Related Documents As the dvsage•of MasterPolyheed 997.adrnixtureiincreases to Safety Data Sheets:MasterPolyheed 997 admixture 15 fl ozlcwt.(980 mAf 100 kgi Of cemerititlous materials,nominal concrete setting characteristics.are maintained and early and Additional Information ultimate compressive strengths increase. BASF does not recommend the use.of.dosages outside the Foradditional information on MasterPolyheed 997 admixture or recommended range without trial testing: Consult your local its useln developing concrete mixtures with specialperformance sales representative.for assistance in determining the dosage characteristics, contact your locafsales representative; for optimum•perforrrlance. The Admixture Systems business.of BASF's Construction Chemicals division is the leading provider of solutions that Product Notes improve placement, pumping, finishing, appearance and MasterPalyiheed performance characteristics of specialty concrete. used in Corrosivity — Non-Chloride, Non-Corrosive: 997 admixture will neither initiate nor promote corrosion of the.ready-mixed,precast,manufactured concrete prpduets, underground construction and paving markets. For over reinforcing or prestressing steel embedded in concrete, or 100 years,we have.offered reliable products and innovative of galvanized steel floor and roof systems. MasterPolyheed technologies, and through the Master Builders. Solutions 997 admixture does-not contain intentionally added calcium brand, we are connected globally with experts from Many chloride or.otherchlorlde-based ingredients. fields to provide sustainable'solutions for the construction Compatibility: MasterPolyheed'997 admixture may be used industry. in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately Into the concrete mixture. BASF Corporation Admixture Systems v ww.master-builders-solutions.basf.us page 2 of 3 • MasterPolyheed 997 Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties en the current Technical Data Guide, if used as directed within shelf life. .Satisfactory results. depend not only on quality products but else upon many factors bend our central. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PLIRPOSEWITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product,including but . not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise,is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this Product must be received. in writing within one(-I)year from the date of shipment and any claims not presented within that period are waived by Ppronater. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL CONSEQUENTIAL(INCLUDING LOST PROFti 8) PUNITNE DAMAGES OF ANY KIND.. Purchaser must determine the suitability of the products for the Intended useend assumes all risks and liabilities in connection Therewith.This information and all further technical advice are based on BASF's present knowledge and experience.,However, BASF assumes no-liability for 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 legal relationship be created by or arise from the provOion of such Information and advice. BASF reserves the right to make.any changes according to technological priagres$ or further developments. The Purchaser of the Product(s) must test the prciduct(s) for suitability for the intended application and purpose, before proceeding with a full application of the product(s).Peiformance of the product described herein should be verified by testing and carried out by qualified experts. (NSF) •PotyhrAd O7 OCCVInC holmlor Potyl...4 097,undm tho Mosier Bei Wet Soluttoho brood,offer:Sly°Jantory 1,2014. KST=1 0 BASF CorporatIco 2016 91 Di/15 PRE•DAT-0383 Ureittsl States .41111i1 BASF"orporation 23700 Cl7agrir113culevarrl 1E104 Clark Su-laved Admixture Systems Daveland,Chio 44:22-5544 Brampton,Cr.ia.rio LOT 4M7 wwwanaster-builders-solutions.bastus Tol:800 629.G.990•Fa 21B 84)-81321 Td:BOO 387-5882 I Fa;005 702•CC:61 page 3 of 3 f . .r. ;Engineer Addition J ® Washington State Department of January 10,2022 Qualified Product List Contractor Product Information Contractor: I Contract No: Sub Contractor: Ire Date: Bid Item: - 1 Manufacturer: BASF Corporation cformerly BASF Construction Chemicals, Inca - Cleveland, OH Product Name: MasterPolyheed 997 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 : Jul 31, 2019 To be completed by the field inspector: Quantity: Verified By: Date: CONSTRUCTION TESTING LABORATORIES, INC. vs- 400 Valley Ave N.E., Suite 102,Puyallup,WA 98372 Tel 0 2533034775 1 Fax N 253.7701232 websits:www cttwe.corn MISC . LABORATORY TEST REPORT CLIENt ' Miles Sand&Gravel REPORT DATE December 28, 2021 PROJECT MISC. TESTING I 268 ROAMER PROJECT N/A PROJECT N1146ER 4303 CONTRACTOR N/A WOW I NiA CCNTRA.C..7 i xe csc€R ORDER NO. ORDER NO. N ", N; ./� MATERIAL INFORMATION ~TEST(S} ( ASTM C117,C123. C142,Wood Waste DATE i 12-09-2J21 REQUESTED i QOTAO 1 MATERIAL AASHTO Grading#57(7/e Washed) OBIAINED BY Client-Alex B. SOURCE Canyon Pit,B-329 i,r.ii I I_o 5Y Client-Alex B. OF SAMPLE — LAE NUP.IE�le 21-1730 LOCATION — OF SUPPLY Stockpile G H3CR - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 %REQ. 2.0 max wood :: Li) ,REQ. 0.05 max PARTICLES . I WASTE COARSE FINE L 1l r . FINE AGGREGATE %REQ. [ #200 SCREEN CI3 5a REQ 1.0 rndx SizE %LOSS SIZE %LOSS ANGULARITY SAND EQUIVALENT REQ. I_ ORGANIC RE } 3+h' (REF.METHOD) IMPURITIES Light Weight Pisces, C LOOSE UNIT Specific Gravity 2.0 0.0 %REQ. 2.0 max WEIGHT %REQ. 3 y,"—3" (coal 8 lignite) . WT.PER -- — DEGRADATION %REQ. I CU/FT �%REQ. 3"-2'A" RODDED 21/4"-11,4" #4-#8 1 'r4"—%." #8-#18 FRACTURE FRACTURE (SINGLE FACE; (DOUBLE FACE) SIZE RESULT SIZE RESULT 3"—3/8" #16-#30 REQ . REQ, 3/8"-#4 #30-#50 ',RED %REQ. TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC %REQ. LA ABRASION UNIT(PL.) . UGUID LMMT ILL) %REQ. Grading: Result: PLASTICITY %REG. "-:,REOUIREO 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 ® Elongated: By Pieces E Flat&Elongated: Total: Requirement: RE..@v.o G.. .,r'r:c..r-m LAB -- ------ • REMARKS EQUIPMENT SET# 2, 13, 14 TECHNICIAN B. Rowdert/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) CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E.. Swie 102, Pula)up, WA98372 Tel#253.383-S778 .' Fax 4 253.770-8232 webeite:we c8wa.com MISC . LABORATORY TEST REPORT u.'-N- Miles Sand& Gravel REPORT DATE December 28, 2021 PROJECTNUMBER 266 MISC. TESTING ADDRESS NA PROJECT 4303 • -- NUMBER CUNTRAC`OR NIA Y1CFY: CCMR4i.' °l.F_!- JC€CRDER ORDER NC NIA CRCER No N;F+ NIA NUMBER NIA MATERIAL INFORMATION E TREQUSED ASTM C40,C117. C123. C142 DATE 12-09-2021 ITR `TYPE Concrete Sand(Building Sand) i_g'AIRED SY Client—Alex B. SOURCE Canyon Pit,B-329 St.Erdi1TED BY Client—Alex B. OF SAMPLE ' - - LAE NUMEFR 21-1728 LOCATION— OF SUPPLY Stockpile -- --_--. I.D.NUMBER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 REQ. 3.0 maxi t %WOOD %REQ. COARSE FINE PARTICLES WASTE FINE AGGREGATE %REQ. r#200 SCREEN 1 5 %REQ. 2 5 max SIZE %LOSS SIZE %LOSS ANGULARITY _ SAND EQUIVALENT %REQ ORGANIC plale#1 I %REQ. #3 max 4"—3% (REF.METHOD) IMPURITIES Light Weight Pieces, LOOSE UNIT Specific Gravity 2,0 0.0 %REG 1.0max WEIGIi7 "RFQ 3'/i—3" (coal 8 lignite) WT PER DEGRADATION No REQ. 1 1 CU'FT P.REQ. 3"-2 W RODDED 2 IA"-1I 04-#8 FRACTURE FRACTURE 1 IA'-%" ti$-#16 (SINGLE FACE) (DOUBLE FACE) - SIZE RESULT SIZE RESULT '.:"-3f8- #16-#30 %RE Q %REQ. 3/8"-#4 #30-050 %REQ. °i,REQ. TOTAL TOTAL ATTERBERG LIMITS - Requirement PLA STIC %REQ. LA ABRASION ( ) . LiIT ID (I %REQ. Grading: Result: LIMIT(LL) PLASTICITY %REQ. %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)/STATUS Ratio: Flat: By Weight ® Elongated: I By Pieces In Flat&Elongated: _ Total: Requirement: REVIEWED BY;APPROvEZ ay LAB _. _. ... ..-.-- REMARKS . EQUIPMENT SET# 2, 13, 14, 16 TECHNICIAN B. Rowden/dv 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) irWashington State WSDOT MATERIALS LAB 07/31i2018 ink Department of Transportation Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-329 Lessee. Known as. Miles Canyon Road Pit Located in: E1/2SE1/4SE1/4,E3/BNEl/4SE1/4 Section 24 T20N R3E County: Pierce Remarks: Mineral Agg.and Surfacing: Test Date; 11/07/2014 Expiration Date: 11/07/2019 Absorption: 1 03 Apparent Sp.G.:2,751 Bulk Sp.G.(SSO};2.703 Bulk Sp.G,:2.676 Deg:79 LA:11 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 Portland Cement Concrete Aggregates: Test Date. 06i 20l2018 Expiration Date: Q§/.,iQLZ02.3_ ASR-14 Day:0.51 ASR-One Year 0.02 CCA Absorption'1,02 CCA Sp.G:2 69 Deg:72 FCA Absorption 2 0a FCA Organics: 1 FCA Sp G'2,641 LA: 11 Remarks: i-Yea-ASR Results expire 08/04(2019 -ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap,Quarry Spalls, Rock for Rods 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 9-27 3(6) Strearnbed Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Absorption;1,02 Apparent Sp.G.:2,737 Bulk Sp.G.(SSO) 2.69 Bulk Sp.G.:2.662 Deg 72 LA.11 Remarks: Currently Approved tor: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 06/20/2018 Fxp ration Date' 7..fi/2C/2[123 Bulk Sp.G.(SSD):2.69 Deg 72 LA: 11 Remarks: Contact RME to determine if Resistivity, pH, Chlorides, or Sulfates testing is required Currently Approved for: Gravel Borrow for Str Earth Walls Gravel Borrow for Str 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 BaGkfill 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 National Ready Mixed Concrete Association qc Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Pacific Plant 202, Pacific, WA Miles Sand & Gravel 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 ImSignature of Licensed Professional Engineer January 21, 2021 April 18, 2023 �16 1 �� Inspection Date Certificatio n Expiration Date SUBMITTAL REVIEW This company will maintain these facilities in coml �._ and will correct promptly an cficiencies which develop. X No Exceptions Taken -, Make Corrections Noted gel-14 ,,//�� Amend & Resubmit ��ti�" Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official does not relieve the Contractor from NOTICE:T1n Crock List ndiatas only that plant facilities are satisfactory responsibility to comply&conform manceoIle 00f1alie *weckabonr 4uirem nti mull be vigin4dbY- infjPil with the Plans, Speafications, and This cordials is issued by the Notional Reedy Mixed Concrete AaociBon a Contract Documents wants oily MICA Certification of Ready IAboed Concrete Produdlon Fadiifes,0C3,Ur 651) t in legal adon. Plant ID#:801670 C i nay&Oilbor"e, L'' 7133 01965. 1992.2001, G�JNSLJ E.hcINEtRS By MB Date:111O/22 National Ready Mixed Concrete Association 66 Cam Virginia 22314 National Ready Mixed Concrete Association qNC Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Kent Plant 203, Kent, WA Miles Sand & Gravel 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 fie : t W - /e--/ , 4 � Signature of Licensed Professional Engineer 9 cc °:FS�a ,.41 January 19, 2021 March 19, 2023 A1.0 Inspection Date Certification Expiration Date SUBMITTAL This company will maintain these facilities in comi REVIEW and will correct promptly ap,..)7y deficiencies which develop. x No Exceptions Taken /(46 Make Corrections Noted i� Amend 8 Resubmit Rejected-See Remarks Signature of Company Official Official IMPORTANT NOTICE This review NOTICE:The Check Ust kndcdes only Hret plant Wiles are seWlactory does not relieve the Contractor from moms of the connate beg with requirements reed be video M responsibility to comply 8 conform with the Plans, Specifications. and the commie is issued by tie Nations!Reedy flood Canal*Meodeton a Contract Documents mints of ere NRMCA CerdNiceton of Reedy Mused Comet,Production FaoiNia,QC3,Urlift tin legal actiar Plant ID#:801815 (irie►y tir Osborne, Inn. i89Q © 1965,1992,2001, CONSLONG ENGINEERS National Ready Mboad Concrete ieteodadon 66 Gant By MB Date 1/10/22 wog.22314 ASH GROVE m Mill Test Report Plant Seattle Cement Type GU&all Low Alkali Date 21-Oc1-21 Production Period September 1.2021-October 1,2021 Certification No. 2021.17 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Limit Spec test Spec Limit Spec Test Item Type GU Limit Result Item Type GU Limit Result SIO2(%) " ° 19.9 Air content of mortar(volume%) A 12 max 8 A1203(%) " 6.0 max 4.8 Blaine fineness(m"rtltg) A 260 min 383 Fe2O3(%) A 6.0 max 3.4 %Passing 325 mesh 72 mine A 96.8 Ca0(%) A ° 64.7 Autoclave expansion(%) 1.0 max 0.80 max 0.10 MgO(%) 5.0 max 6.0 max 0.7 Compressive strength MPa(PSI) min: min: S03(%) 3.0 mot 3.0 max 2.8 1 Clay " A 14.9(2160) Ignition loss(%) 3.0 maWF 3.5 max 2.9 3 Days 14.5 12.0 27.4(3970) Na20(%) A A 0.22 7 Days 20.0 19.0 35.2(5100) 0(%) A A 0.34 28 Days 26.5 "K2 43.5(6310)1 Insoluble residue(%) 1.5 max 1.5 max 0.40 Time of selling(minutes) CO2(%) A A 2.0 Vicat Initial not less than 45 45 100 Limestone(%) 5 max 5.0 max 4.6 Final not more than 375 375 177 CaCO3 In limestone(%) A 70 min 96 Meat of hydration(cal g) Inorganic processing addibon(%) " 5.0 max 0.8 7 Days A " 89.8" (Baghouse Dust) Potential phase composition(%l' C3S A .' 57 C2S A 13 G3Pt 8 max 7 C4AF A ° 10 C4AF+2(C3A) A ° 24 C3S+4,75(C3A) A ° 90 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Limit Spec Test Spec Lima Spec Test tern Type GU Lima Result Item Type GU Limit Result Equivalent alkalies(%) F 0 60 max 0.44 False set('%I " 50 min 88 °Not applicable. °Test result represents most recent value and Is provided for Information only. °Atflusted per A1.6. °Fneness: 45pm sieve,maximum%retained,28. EThe reported 28 Days are for the previous production period 'An ignition loss of 3 5%maximum is allowed provided the cement at 550 t 26'C,show a loss in mass of no more than 3.0%. ADDITIONAL DATA Inorganic Processing Addition Oats Type Baghouse Dust Amount(%) 0.8 Si02(%) 14.6 A1203(%) 6.5 Fe203(%) 1.5 CaO I%) 40.9 S03(%) 0.7 Base Cement Phase Composition C3S(%) 61 C2S(%) 14 C3A(%) 7 C4AF(%) 11 We certify that the above described cement,at the time of shipment,meets the chemical and physical requirements of the ASTM C150/C150M-18 specification and the CSA A3001-13 Type GU specification. Signature: Title Chief Chemist Edward C.Rafacz 3801 E Marginal Way S.Seattle,WA 98134: Ph:(206)623-5596; Fax:(206)623-5355 Engineer Addition ❑® Washington Slate Department of Y.+.._....r_.:.... January 10,2022 Qualified Product List Contractor Product Information Contractor: _ Contract No: Sub Contractor: Date: Bid Item: I 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: Washington State �, Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE I Date CAG 20-065 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor 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# 041A PE Use Bid Rem Material or Name and Location of Fabricator, Specification PEIQPL Hdqtr./QPt. HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code Meter Setter B19 Ctlpper--Ttrtrer Mueller Co. 7-16 3 Project Engineer/Representative Date State Materials Engineer/Representative Date 12/20/2021 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. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. ® 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 Wthheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE). Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor Region Operations Engineer ❑Fabrication Inspection El Region Materials ❑State Materals Lab.MS 47365 BID ITEM B19 SPEC REF 7-16 F41 if SUBMITTAL INFORMATION 11�I" 70 Series Coppersetter - (VBH74-xxW-44-44-Q-NL style) :1 a I; ANGLE BALL VALVE BY ANGLE CHECK VALVE (1" METER) QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET AND OUTLET Angle Ball Angle Check Valve Valve\ / Coppersetter Part Number >o `` HEIGHT APPROX. ✓SUBMITTED '!I11�� ffllioilli A CATALOG NUMBER ( ) I 1"meter I (INCHES) UVT.LBS. ITEM S Ial 1■1 10 9.2 VBH74-10W-44-44-Q-NL 12 9.3 VBH74-12W-44-44-Q-NL \ -=- ) 15 9.6 VBH74-15W-44-44-Q-NL 18 9.9 VBH74-18W 44 44-Q-NL Height - 21 11.4 VBH74-21W-44-44-Q-NL 24 11.8 VBH74-24W-44-44-Q-NL 27 12.1 VBH74-27W-44-44-Q-NL ' ' - I 30 12.4 VBH74-30W-44-44-Q-NL Illrvi 33 12.7 VBH74-33W-44-44-Q-NL I1110_ 'jl 36 13.0 VBH74-36W-44-44-Q-NL / \ 39 13.3 VBH74-39W-44-44-Q-NL 42 j 13.6 VBH74-42W-44-44-Q-NL Quick Joint Bracing Eye Quick Joint Inlet Outlet aflh. a!12 Service Line Size •' INLET OUTLET 1"(CTS)Q.J. 1"(CTS)Q.J. Tie Bar for 21" gi lim Note:Ford recommends using insert stiffeners with plastic pipe or tubing and Taller Heights FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • The product has the letters "NL" cast into the main body for proper identification • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • Saddle Nuts hold the meter in place for tightening • Bracing Eye is standard on all 70 Series Coppersetters • Tie Bar is standard for 21" and taller Coppersetter heights (74 Series) • 1-1/8" Copper Risers provide more flow capacity SUBMITTAL REVIEW • All Ford Setters are assembled with lead-free solder X No Exceptions Taken • Copper conforms to ASTM B-88, Copper Alloy #122 Make Corrections Noted Amend&Resubmit Rejected-See Remarks The Ford Meter Box Company considers the information in this submittal form to be correct at the tim IMPORTANT NOTICE:This review including specifications,are subject to change without notice. Please verify that your product informal does not relieve contractor from his The Ford Meter Box Company, Inc. Submitted By: responsibility to comply&conform - FO R D P.O. Box 443, Wabash, Indiana U.S.A.46992-0443 with the Plans,Specification,and 11 Phone: 260-563-3171 / Fax:800-826-3487 Contract Documents. Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 03/12/13 C=„eLy&Osahorne,,Inc:. CONSUL'ING ENGINEERS By: DRS Date.12/20/21 Provided by City of Renton *Type of meter inlet valve&outlet valve Meter size V= inlet key valve&no outlet valve 1 = 5/8"meter — -- VV= inlet key valve&outlet key valve 2=5/8"x 3/4"meter VVG= inlet key valve&compression 3= 3/4"meter Ford Coppersetters outlet valve 4= 1"meter Numbering System VH= inlet key valve&outlet single check valve 6= 1-1/2"flanged meter n VHH= inlet key valve&outlet cascading 7=2"flanged meter dual check valve **VHC= inlet key valve&outlet cartridge dual check valve Setter height(Approximate) Service line connection size VB= inlet ball valve&no outlet valve 7=7"high setter 1 = 1/2" Inlet Outlet """VBB= inlet ball valve&outlet ball valve 8=8"high setter 3=3/4" VBG= inlet ball valve&outlet compression valve 9= 9"high setter 4= 1" VBH= inlet ball valve&outlet single check valve 10= 10"high setter 5= 1-1/4" VBHH= inlet ball valve&outlet cascading 12= 12"high setter 6= 1-1/2" dual check valve Setters above 12"are made 7=2" **VBHC= inlet ball valve&outlet cartridge in 3"increments dual check valve T= "T"in front of the catalog number 5/8"thru 1"Coppersetters only indicates a tandem style setter —W= Angle Meter Ball and ` Coppersetters can be ordered Key Valves are with less valves by omitting the above letters Padlock Wing from the catalog number. *" Cartridges with enhanced chlorine/ Compression valve chloramine resistance are available.Add w11h4S1!Padlock Wing "CR"to end of alpha code. 1-1/2"and 2"Coppersetters only Example:VHCCR72-15W-44-33-NL B= Bypass "' The 5/8"port angle ball valve is a one-way HB= High Bypass directional valve designed for the inlet side BHC= Bypass with dual of the meter and should not be used as a customer shut-off on the customer side of check(1-1/2"and 2"only) the meter. HBHC= High Bypass with dual check(1-1/2"and 2"only) V H 7" .15 4 v4444j, Q V7,Z - 12W - 44 - -O - NL t t t I i -NL=No Lea d alloy♦ Type of setter 7= 70 series coppersetter with horizontal Inlet Outlet Options inlet and outlet Service line connection type G = Grip nut compression fitting 27= 270 series coppersetter with 1 = Double Purpose Union Swivel instead of pack joint nut. detachable pack joint assemblies for (FIP for 1-1/2"&2'Coppersetters) Available with CTS(3/4'-2")and PE 5/8",5/8"x 3/4",3/4"and 1"meter 2= Flare Copper Pipe(3/4"&1") Q = Quick Joint 8= 80 series coppersetter with vertical 4= Pack Joint for CTS TP6= 1-1/2"Integral Test Port on inlet and outlet 6= Pack Joint for PE pipe 7-8= 70-80 series coppersetter with 7= Pack Joint for PVC pipe Dual Check rsV with for h t-o2"and 2" vertical inlet and horizontal outlet (Schedule 40&80 p p Coppersetters the Dual ca shut-off valve ) below the Check Valve 9= 90 series coppersetter with horizontal 8= Male Iron Pipe Union Swivel TW-Q=CTS Quick Joint with Tracer Wire inlet and outlet for 5/8".5/8"x 3/4". F= Integral Female Iron pipe(Female Terminal Ultra-rite available with 3/4" 3/4"and 1"meter Iron Pipe Union Swivel may be used and 1"CTS and PE Pipe(contact 4= 40 series resetter to use when meter when Integral FIP is not available.) factory for pricing) connections are available in existing M= Integral Male Iron Pipe Thread U = Ultra-Tile available with 3/4"and 1" services CTS and PE pipe where listed 3= 30 series flexible resetter to use when meter nuts are available 90 Series Options in existing services for 5/8",5/8"x3/4", A = 15"Outlet Extension 3/4"and 1"meter B = 18"Outlet Extension C = Bolted Clamp E = Brace Eye J Angle cascading dual check valve contains 3/4"internal components.This valve meets the F = 15"Outlet Extension and Bolted Clamp ASSE flow requirements of a 1"valve.For a full port valve order the cartridge style check valve. H = 15"Outlet Extension and Brace Eye Note:5/8"x 3/4",3/4"and 1"setters with angle ball valve will have a reduced port that usually J = 18"Outlet Extension and Bolted Clamp provides suitable water flow.A full port ball valve is available at an additional cost;add"-FP"to K = 18"Outlet Extension and Brace Eye end of catalog number and contact the factory for pricing. A Ford Meter Box no-lead brass products manufactured from UNS/CDA No. 89833 alloy shall contain no more than 0.25%total lead content by weight. United States federal and state laws allow the use of products manufactured from UNS C83600 85-5-5-5 brass alloy for only non- potable water systems within the United States. Parties responsible for monitoring and maintaining proper water system design must exercise full responsibility in understanding and upholding the full intent and scope of applicable lead laws. F-3 • eliph Washington State ir71 Department of Transportation Request for Approval of Material Contract limber FA Number SR Date CAG 20-065 N/A Duvall Ave NE 8/31/21 Section 1 Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor 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 lit 041 PE Use Bid item Malarial or Name and Location of Fabr.cator, Specification PE/OPt. Hdgtr NQPL HO Use No. Producdf'vpe Manufacturer or Pit Number Reference Code Code B19 Copper Tube Mueller 7-16 3 B19 Coppersetter Ford Meter Box Company 7-16 10 B19 JC C14 Ford Meter Box Company 7-16 3 B19 JC C44 Ford Meter Box Company 7-16 3 B19 JC C84 Ford Meter Box Company 7-16 3 B19 Precast Oldcastle Precast 7-16 8 B19 Romac Style 202E-16' 7-16 10 (per cut_sheet) Project ErgineedRepresentadve <- -Y Date 1 J212021 State Materials EngineertRepresentathre Date1 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.Cart.of Compliance for'Acceptance'prior to use of material. QAcceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ®Yea ❑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. O Source Approved: Drill 2"hole per Std.Plan-320.1 9. Approval Withheld: Submit samples for preliminary evaluation. to. pproval Withheld: Metter Setter shall have quick Joints per Std.Plan-320.1 (VBH74-15W-44-44-Q-N<_) it, Miscellaneous Acceptance Criteria. See attached ordering sheet. Remarks (PE): Remarks (HQ): Approval Withheld for Romac Saddle. Direct Tap with"Corporation Stop"per Std Plan -320.1 DOT Form 350-071 Project Engineer Distribution _. Revised 03/2021 ®Contractor Q Region Operations Engineer Q Faoricalop Inspection Region Materials Ei State!Maras Lab-MS 47366 , . [BID 1 T E M 819,j3021 i I * CARS()N 0 Oldcastle Precast* Enclosure Solutions 1 1324 MSBCF (800) 735-5566 Heavy Wall Rectangular Straight MEDIUM DUTY -0- -1 .4,.•i•40 •40.•,.......•• • 4nr 4, .4'47t,'7 ''''6• COVER: •...-_la 1.6.. # ••9 ir ir•*• ••.•••• •••••••• *•*•••• Style: Flush •••••••• ••••••• , •••,..•.••• 1,v +• --,-,-1•• Material: Ductile Iron 2 3.: ••••••,* - •`...: •••-•••• Weight: 33.0 lbs. •„,•,...,•„•_•••_• : 4.V474'4 .41 I Options: Logos and Special Markings ,,, ,, .. 1 .I.'1... % "" 're-e.e.iwee si.•.*a.4 •*.....4.•4 i•• •4• ••4 ... 10 411.6 White Interior .. , .. 1 BODY/UNIT: 41114... ill 0 0 ., Material: Polyethylene Blend Weight: 12-Depth:16.0 lbs i AIIII 18-Depth:20.0 lbs , Standard Color: Black with White Interior Mouseholes: 2 mu inum•' 17i" 20" rI"' 14"--ilia r_ 23i." 1 2 .1... Depths:1-- v t -.......iiii,,—...-, . 1 . 12" .55"Wall 18" rillie."‘ ' . II ii Thickness ,..dill Ha i 1 Al , ila ail MI ... Note: 101"4 41'1 -xi- 19i," l Actual load rating is determined by the has and cxsier corribmiaben , Il .., 234 _Jr Weights and dimensions may 4 vary SOO* 3°' Wide x 4'' Tall 2 Mouseholes 1324 MS,...., ,,, WA oldcastleprecast.comlenclosuresolutions Promsion 1/2011 Contact your Oldcastle Precast Enclosure Solutions Distribution Center for specific information and additional options. 02n-1 Oirk:asitel Pmcast Inc. t II Oldcastll Precast CARS()N Enclosure Solutions 1324 MSBCF (800) 735-5566 Heavy Wall Rectangular Flared MEDIUM DUTY Options: Available Lightweight Plastic Covers: Flush Solid Cover ,'' '";.Z • :• ' Flush Cover with Plastic Reader Door ;:.•,.............,,,..„--.„ Flush Cover with Cast Iron Reader Door '�" Available Heavy Duty Plastic Covers: Fiu f, S sic " ,, Flush Solid Cover Available Polymer Concrete Covers: '►. Flush Solid Cover ,• � ..„ Flush Cover with Cast Iron Reader Door `...._ •r Available Ductile Iron Covers: Flush Solid Cover Nosh Cover with Cast Iron Reader Door Reader Door Detail Add On Options for Covers: SUBMITTAL REVIEW Touch Read Hole ERT Holder(Plastic and Polymer Concrete Only) No Exceptions Taken X Make Corrections Noted Drill 2'Hole per Std. Plan-32i1.1 Amend &Resubmit Rejected-See Remarks Raw Material • Meter Boxes are high-density Polyethylene,one-piece molded construction IMPORTANT NOTICE:This review Specifications: 11uccneesminimum,550" does not relieve contractor from his • Vertical load rating minimum 15.000 lbs. responsibility to comply&conform • Sidewall loading of 200 lb side load,applied with a 4"X 4"plate. with the Plans,Specification, and • Multi-layer wail construction Contract Documents. • Black exterior surface to provide UV protection • Gay foaming far strength and insulating value ws ' • White interior surface for ease of meter reeding (3clay&Ota omc, Inca • Manufactured by(*leastte Precast Enclosure Solutions CONSULTING ENGINEERS Cast Iron Meter Ring and • Made of cast iron cantammg toAStM A48 standards and marked with country of origin By: DRS Date: 10/21/21 Lid Specifications: • Coated with a factory applied water based asphalt paint • Castings are ground smooth and cleaned by shot blasting,uniform quality,free from sand toles,shrinkage,cracks and otter surface defects,with a dimensional tolerance of 4-11113`per foot based an the accepted foundry tolerances outlined in the Won Castings Handbook published by the American Foundry Society. OPES Load Rating Key: I r rr,,f,t 6hrli'. Metiiwu uu iy i<4 identad,Non-deliberate Traffic Heavy Duty Incidental,Non-deliberate traffic traffic Continuous(Medway traffic Note: Actual load rating is determined by the box and cover combination,Weights and dimensions may vary sightly All information contained on this sheet is current at the time of printing, Because of dldcastle Precast, Inc.'s policy of ongoing research and development, the Company reserves the right to discontinue or update product information without notice. oldeastleprecasf.comienclosuresolutions WA Revision t12011 Contact your Oldcasde Precast Enclosure Solutions Distribution Center for specific information and additional options. 02011 owes*Precast,Inc. BID ITEM B19 SERVICE SADDLES www.romac.com • 1-800-426-9341 SINGLE U-BOLT & STRAP ;^ROMAC SERVICE SADDLES Ili/INDUSTRIES, INC. • w.f.' PAINTED SADDLE with U-BOLT ...at recommended for PVC pipe. MATERIAL SPECIFICATIONS SADDLE CASTINGS: Ductile iron per ASTM A 536,grade 65-45-12,protected with corrosion-resistant paint. ` U-BOLT, AND NUTS: Sizes 1-1/2"through 3",use 1/2"U bolt with heavy hex nuts and 1/2"flat washers,4"and above use 5/8"U bolt with heavy hex nut and 5/8'flat washers.All sizes are national coarse roll threaded.Steel meets AISI C1018 and is electro-galvanized,optional 316 stainless steel also available. GASKETS:NBR per ASTM MBC 610,compounded for water and sewer service.NSF61 Certified. 101 U Other compounds available on request. PAINTED SADDLE w/ STAINLESS STEEL STRAP Recommended for PVC,asbestos-cement,cast iron and steel pipe. MATERIAL SPECIFICATIONS • SADDLE CASTINGS: Ductile iron per ASTM A-536,grade 65-45-12,protected with corrosion-resistant paint. STRAP: Type 304(18-8)heavy gauge Stainless Steel per ASTM A 240.Straps are two Indies wide to spread out damping forces on the pipe.GMAW and GTAW welds.Passivated for corrosion resistance, BOLTS:For sizes 1-1/2"through 3",1/2'UNC roll thread Type 304(18-8)Stainless Steel bolts with heavy hex nuts.4"and above use 5/8"UNC roll thread Type 304(18-8)Stainless Steel bolts with heavy hex nuts.Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194.All welds fully passivated for erhanced corrosion resistance.Nuts coated to prevent galling. WASHERS: Stainless steel per ASTM A 240,type 304. GASKETS: NBR per ASTM MBC 610,compounded for water and sewer service.NSF61 Certified. 1015 Other compounds available on request. NYLON COATED SADDLE w/ STAINLESS STEEL STRAP Recommended for asbestos-cement,cast iron or PVC pipe in hot or corrosive soils. MATERIAL SPECIFICATIONS SADDLE CASTINGS: Ductile iron per ASTM A-536,grade 65-45-12,covered by black nylon fused coat,approx.10-12 mil thick,with approximate dielectric strength of 1,000 v/rnil.Nylon coating is NSF 61 Certified. STRAP: Type 304(18-8)heavy gauge Stainless Steel per ASTM A 240.Straps are two inches wide to spread out clamping forces on the pipe.GMAW and GTAW welds.Passivated for corrosion resistance. BOLTS:For sizes 1-1/2"through 3",1/2"UNC roll thread Type 304(18-8)Stainless Steel bolts with heavy hex nuts.4"and above use 5/8"UNC roll thread Type 304(18-8)Stainless Steel bolts with heavy hex nuts.Rod for bolts are per ASTM A 240 and ruts are per ASTM A 194,All welds fully passivated for enhanced corrosion resistance,Nuts coated to prevent galling. 101 NS WASHERS: Stainless steel per ASTM A 240,type 304. GASKETS: NBR per ASTM MBC 610,compounded for water and sewer service.NSF61 Certified. Other compounds available on request. NYLON COATED SADDLE wl U-BOLT Not recommended for PVC pipe. MATERIAL SPECIFICATIONS 111 SADDLE CASTINGS: Ductile iron per ASTM A-536.grade 65-45-12,covered by black nylon fused coat,approx.10-12 mil CIthick with approximate dielectric strength of 1,000 v/mil.Nylon coating is NSF 61 Certified. U-BOLT,AND NUTS: Sizes 1-1/2"through 3",use 1/2"U bolt with heavy hex nuts and 1/2"flat washers,4"and above use 5/8'U bolt with heavy hex nut and 5/8"flat washers,All sizes are national coarse roll threaded.Steel meets AISI C1018 and is electro-galvanized,optional 316 stainless steel also available. tJ GASKETS:NBR per ASTM MBC 610,compounded for water and sewer service NSF61 Certified. 101 NU w Other compounds available on request. BRONZE SADDLE WITH BRONZE STRAP Recommended for asbestos-cement,cast iron or PVC pipe in hot or corrosive soils. 414 MATERIALSPEOEICATIONS SADDLE CASTINGS: Water works bronze 85-5.5.5. '' BRONZE STRAP:Silicon bronze 5/8"national coarse roll thread bolts with 2"wide band for'spreading out"damping force on pipe. Nuts and washers are silicon bronze. GASKETS: NBR per ASTM NBC 610,compounded for water and sewer service.NSF61 Certified. Other compounds available on request. Other compounds available on request. 1018 Also available with double strap. JULY 01,2017 + REV,11/23/2017 SERVICE SADDLES www.romac.com • 1-800-426-9341 DOUBLE U-BOLT _ TROMAC SERVICE SADDLES �11 ti , `■/INDUSTRIES, INC. .p CD .. \---;,...ck-77', CD 'r N‘c:I . /. Illit`` 1.. 4f-. R STYLE 202U STYLE 202SSU STYLE 202NU STYLE 202NS5U PAINTED SADDLE PAINTED SADDLE NYLON COATED SADDLE NYLON COATED SADDLE WITH U-BOLTS WITH 316 S.S. U-BOLTS WITH U-BOLTS WITH 316 S.S.U-BOLTS 1/2" I.P.,'/1"& 1" I.P. OR C.C.TAP 1'/4"-1'/2"-2" IR,OR C.C.TAP(2'/2" I.P.ONLY) NOM. APPROK PIPE O.D. SIZE CTN CTN WEIGHT SIZE RANGE 202U 202SSU 202NU 202NSS QTy 202U 202SSU 202NU 202NSSU QTy EA.IINO 2" 2.38 - 2 50 541 13. N.A. 564.05 NA $43.22 NA $64 47 NA 10 3 5 4 311 3.50 48.99 NA 72.74 NA 8 inflelnir 83.33 NA 8 5.0# 3.45 - 4.052 5141 NA 74.95 , NA + 8 05.68 NA 85.49 8 5.(I& , 4.00 - 4.50 57.75 102.90 77.65 126.00 5 73.42 117.60 88 44 137.03 5 7.5 1 4" 4.50 - 4.80 57.75 102.90 77.65 126.00 5 73.42 117.60 88.44 137.03 5 7.5# 4.50 - 5 40 57.75 103.95 79.92 126.00 5 73.42 117 60 7' 91 137.03 5 7.5# 6.00 - 6.63 6S.1g ' 115.76 8942 144.3P 6 80.96 130.20 102.06 156 t' `t /15# 6" 6.63 - 6.90 65 86 115.76 89.42 144.38 6 80.96 130.20 102,06 156.71 6 9.0# 6.6ilasjAL 65.86 1, .76 ,41693 408 6 80.96 130.20 113.28 156.71 6 %MN 8.00 - 8.63 77.67 139.91 101.04 167.74 4 96.90 160.91 111.78 1 78 76 4 10.0# 8" 8.63 - 9.05 77.67 139.91 101.04 167.74 4 96.90 160.91 111.78 178.76 4 10.0 4 8.63 - 9.80 77.67 144,64 103.35 167.74 4 96.90 160 91 120.46 178.76 4 10.0 4 10" 10.0C - 11.10 100.40 169.58 133.06 202.13 4 127.82 193.73 151.96 217.88 4 11.5 # 11.10 - 12 12 100 40 169.58 133.06 202.13 4 6.82 1113 151.96 217.88 4 11.5 4 12" 12.00 - 13.20 120.44 196.35 159.17 235.20 4 150.38 224.18 177.92 251.744 2.50 13.20 - 14.38 120.44 196.35 159.17 235.20 3 150.38 227.33 177.92 251.74 3 _ '2.:: ;x 14" 15.30-16.80 15,3# 16" 1I.4C-18.90 '6.C4 18" 12.5a ,t2.1-10 F �l d 1,84 N 20" 21.10-22.70 20.0# LLI 22" 22.70-24.30 r_•A POA 21.0# 0 p 24" 24.3C-25.90 23.0 0 41 to 26" 25.70-27.30 24.0# V 28" 27.3C -28.90 24.E 0 5 30„ 28.90-30.50 25.0 4 �., 30.50• -32•.10y to • Prices and weights shown are per saddle. Manufacturer Rocomrnendations: '202-2.50 can accommodate up to 11" I.P. and C.C. Service saddles with U-Bolts are not recommend- 2 202 for 4.05" can accommodate up to 2" IP and 11/2'C.C. ed for use on PVC pipe. FOR COPPER PIPE Romac recommends single TO ORDER: Add tap size to the upper range UPPER TAP TVPE strap saddles which should be preformed at the of the saddle. STYLE RANGE SIZE THREAD factory,or see 304/306 stainless steel saddles. EXAMPLE:Painted Saddle with Steel U-Bolt; 202U - 7.60 x 3/4" IP Stainless Steel U-Bolt-add letters"SS": 202SSU - 7.60 x 3/4" IP Nylon Saddle-add designation 'NU': 202NU - 7.60 x 3/4" IP Nylon Saddle with Stainless Steel U-Bolt: 202NSSU - 7.60 x 3/4" IP ® JULY 01,2017 • REV 01/07121 SERVICE SADDLES www.romac.com • 1-800-426-9341 DOUBLE STRAP - ^ROMAC SERVICE SADDLES `I/INDUSTRIES, INC. ++ LIALE INU.,-. ' gm if , , NSF �1 .,,, STYLE 202S / STYLE 202N5 PAINTED SADDLE WITH NYLON COATED SADDLE STAINLESS STEEL STRAPS WITH STAINLESS STEEL STRAPS _ k k 1/2" I.P., /"& 1" I.P.OR C.C.TAP 11/4"-11/2" -2" I.P.,OR C.C.TAP(21/2" I.P. ONLY) NOM. :- APPROX. PIPE O.D. SIZE WEIGHT SIZE RANGE 202NS CTN QTY .i';;- `T, ` -, CTN QTY EA.Ibs.) 2" 2.38-2.501 $100.37 5'23.22 10 $108.85' $135.09' 3 5 # 124.30 8 r 5.0 it 'i` 'MI6 , 311 3, 100.56 30 115.53 1 23 r' 5.0# 4.00-4.50 101.22 124.30 5 115.33 135.35 7.5# 4" 4.50-4.80 101.22 124.30 5 115.53 135.35 5 7.5# 4.50-5.40 4 102.17 124.30 5 115.53 13 .35 7.5# 6.00-6.63 113.94 142,80 6. 128.38 155.11 6 9,0# 6" 6.63-6.90 113.94 142.80 6 128.38 155.11 6 9.0 # 6.63-ago' 113.94 142.80 6 128.38 151 6 8.00-8.63 138.22 166.09 4 159.09 177.03 .1 10.0# 8" 8.63-9.05 138.22 166.09 4 159.09 177.03 4 10.0 8.63-9.80" 143,06 166.09 1 159.09 177.03 4 10 0# 10„ 10.00-11.10 167.92 200.53 4 192.05 216.16 4 ir 11.5 It 11.10-12.12' 167.92 afp0.5a a 192.05 216.16 4 11.5 # 12.00-13.20 194.68 233.45 4 222.48 250.02 4 12.54. 12" 13.20-14.38 ' 194.68 233.45 4 222.48 2 c ();. 1 ,,14" 15.30 46.80 232.97 '"jll,Illir4 235,69 289.80 4 15.3' 4 1 6" 17.40-18.90 237.36 319.90 266.47 341.94 16.0 18" 19.50-21.10 364.98 445.76 386.87 468.01 3 20" 21.10 -22./0 408.69 499.00 433.31 024.10 3 20.0# In 2 2 N 22.70-24.30 429.16 524.24 3 454.89 R550.37 3 21.0# -1 24" 2=1.30-25.90 480J' 587.16 3 509.S0 c.e ,n a26" 25.70-27.30 485.51 591.97 514.31 -` SUBMITTAL REVIEW '^ 28" 27.3C -28.92 490.33 506.77 3 519.12 W 28.90-30.50 495.14 601.59 '3 523.92 No Exceptions Taken 30" Make Corrections Noted 30.50-32.10 499.94 606 3 528.74 ____ _ Amend&Resubmit y Prices and weights shown are per saddle. Manufacture X Rejected-See Remarks '202-2.50 can accommodate up to 11h" I.P. and C.C. For PVC apr of rane a 202 for 4.05" can accommodate up to 2" IP and 11/2-C.C. the pipe.nur IMPORTANT NOTICE: This review Not recommended for iron pipe-Ize '1, does not relieve contractor from his •Not recommended for PVC pipe Direct Tap with "Corporation FOR COPPE responsibility to comply &conform Stper Std Plan -320.1 addles 306 with the Plans. Specification.and Stop" .ee 304;'306 TO ORDER: Add tap size to the u.. ran.e Contract Documents. of the saddle. - 4 .-EAO flea EXAMPLE:Painted Saddle with Stainless Strap- 2025 - 7.60 x 3/4" IP (iiinery Sar Osborne. inc. Nylon Saddle with Stainless Steel strap 202N5 - 7.60 x 3/4" IP OONSULIING ENGINEERS Mir JULY 01,2017 • REV.01/07/2021 By: DRS Date:linn1 BID ITEM B19 COPPER TUBE • PLUMBING 3 f , c ,t., t usa ,,..'••' ' :' . `Mom: Streamline'Copper Tube sets the standard for quality.consistency and service in the plumbing industries.With a full line of copper tube products to support most all plumbing supply and DWV applications,Streamline°Copper Tube Is available In all common types including Type K,Type L, Type M and DWV. Each piece of tube is incised marked and color coded for easy,long tasting identity.Manufactured in accordance with applicable standards,our ongoing commitment to quality continues to make Streamline"Copper Tube the preferred and specified brand of industry professionals. •Made to applicable ASTM standards 588, B306,B819 i,.40) lb + USA •Meets NSF 61G •Made in the USA iiai Copper Tube• Plumbing llillINEINEZZEMENII TYPE M DWV MEDICAL GAS Nltrootnired"ttlru 3'1,8"only, Norn. O.D. Hard (1;31Soft Hard Soft Soft Hard Hard Type K Type L Dta. Dia. Lengths Lengths Lengths Coils Lengths Lengths Lengths Hard Lengths Hard Lengths ii 1,4" 3,1" 10 ft.,201E to tt.,I W 1L 10 R.,208, 0 ft.,201t, I101L,1001E 108,2011 10 It.,20 ft. 10 It,20 ft. 3.8" 1/2" 10 ft,20 It. 601t,1001t ID ft,20 tt 10 tt,20 it. 608,1001t 108,2011 10 It.20 tt. 10 ft.20 ft. 10 ft.20 ft. 1,1" 5/8" 10 8.,2011, 608,1C01 10 R..20 R. 10 R.,20 it. 601L,11X'11L 101t,2011 1D It,20 R. - 10 n.,20 It. 10 11.,20 R. 5,8" 314" 14 ft.,20 tt. Wit,1001E 10 ft,20 R. '0 ft.,20 it. 601L,1001t 10ft,20t1 10 ft,20 tt. 10 it,20 ft 10 It,20 It. 3.4" 7/8" 10 ft_,20 tt. 6011,1931t 10 ft,20 It. 10 ft,20 ft. 601t,1001t 101t,208 10 lL,20 It. 10 R.,20 ft. 10 11,20 R. 1- 1 1:'6" 1D fL,20 tt. 60 R,11101E 10 ft_20 tt. -0 ft,20 11. 6011.,160 R 10ft,2011 101L,20 R. 10 It.20 ft. 10 IL.20 R. 1.1 i 4" 1.3i 8" 101L,201t. 801.,100 it 1011,20 R. 'PI,20 ft. 608,100 R 10ft,201t 10 ft,20 ft 10 ft_ 1n a to a en N rn n en a 1-112" 1-518" 10 ft,20tt. 60n,1000. 10 ft,20ft. '08L,20ft. 601L,100R 10ft,2011 10 It,20ft. 10 tt SUBMITTAL REVIEW 2" 2.1f13" 10 ft,20 it. 4011.808. 10 IL,20 It 'O f1,20 it. 408.60fL 10ft.201 10 IL,20 ft. 10 ft 2-112" 2.3/8" lei fL,20 R. - 10 f1.20 it. '0 ft,20 It. - 10ft,2011 10 ft_20 ft. X No Exceptions Taken 3" 3-1/3" 10ft,20 ft. - 10 ft_20 ft. '0 ft,20 ft. - 10ft,20ft 10 ft,20 ft. -c rt _.-. Make Corrections Noted 3-1r" 3-5/8" 10 ft_,20 8. - - '0 ft,20 ft. - - 10 ft-,20 tt Amend & Resubmit 4" 4-1/8" 10 ft.,20 ft. - - '0 ft,20 ft. - - 10 ft.,20 ft. 10 ft_ Rejected-See Remarks 5" 5-1/8" 10 ft_,20 ft. - - 10 ft,20 ft. - - 10 ft,20 ft. 10 ft IMPORTANT NOTICE This review 6" 8-1/8" 10 ft,20 ft, - - 'Oft,20 ft. - - 10 R.,201E does not relieve contractor from his a" 6-1;13" 10 ft,20 it, - - '0 f1,20*. - - Ott.,20 ft, responsibility to comply&conform with the Plans, Specification. and Contract Documents. (.ire►y rr Osborne, Iru'. CONSULTING ENGINEE?._ CO By: DRS Date 10/21/21 BID ITEM B19 SUBMITTAL INFORMATION Ti " t'= VBH72 per Std.Plan •320.1 .1 / 70 Series Coppersette - (IB4:xxW-44-44-G-NL style) ` ANGLE BALL VALVE BY ANGLE CHECK VALVE (1" METER) GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET AND OUTLET Angle Ball Angle Check Valve Coppersetter Part Number Valve / -'o HEIGHT APnROx. ✓SUBMITTED aid• /1 I/] s!�I/� 1"meter /llljl (Merles) Wr.Las. CATALOG NUMBER ITEM(s) ill j• I 10 9.2 VBH74-10W-44-44-G-NL 12 9.3 VBH74-12W-44-44-G-NL > 15 9.6 V8H74-15W-44-44-G-NL 16 9.9 VBH74.18W 44 44-G•NL Height 21 114 V8H74-21W-44-44-G-NL 24 11.8 VBH74-24W-44-44-G-NL 27 12.1 VBH74-27W-44-44-G-NL 30 12.4 VBH74-30W-44-44-G-NL '.� ' 33 12.7 VBH74-33W-44-44-G-NL lei .. 36 13.0 VB1474.36W-44-44-G•NL Er I 39 13.3 VBH74-39W-44-44-G-NL 42 13.6 VBH74-42W-44-44G-NL JpdetnrInlet Bracing Eye SatipdeirrrOutlet Quick Joint Quick Joint yi=1: :Il!I Service Line Size 11 r INLET OUTLET 1"(CTS)G_J. 1"(CTS)G.J. Tie Bar for )74:e Note:Ford recommends using insert stiffeners with plastic pipe or tubing 21"and Taller Heights i ... SUBMITTAL REVIEW FEATURES • All brass that comes in contact with potable water cor - No Make Correctionsns Taken (UNS NO C89833) Noted X Amend&Resubmit • The product has the letters "NL" cast into the main bo Rejected-See Remarks • Brass components that do not come in contact with pi IMPORTANT NOTICE: This review AWWA Standard C800 (ASTM B-62 and ASTM B-584 does not relieve contractor from his • Saddle Nuts hold the meter in place for tightening responsibility to comply&conform • Bracing Eye is standard on all 70 Series Coppersetter with the Plans, Specification, and • Tie Bar is standard for 21" and taller Coppersetter hei Contract Documents • 1-1/8" Copper Risers provide more flow capacity ilik • All Ford Setters are assembled with lead-free solder C3„sy SE OSbo.•.,C., Inc. • Copper conforms to ASTM B-88, Copper Alloy #122 CONSULTING ENGINEERS By: - _._DRS Date:10l21121 The Ford Meter Box Company considers the information in this submittal form to be coi i.,,,,a.,u.z „c..r,,,ui.,.,,,,,.,, ..o.,.am.4. .i ava.o,.....y, including specifications.are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: FO RD P O Pho Boxne: 260-563-3171 443. Wabash,!IndiFax:ana800.S-8 U .A.26-348 46992-04437 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 03/12/13 'Type of meter inlet valve&outlet valve Meter size V= inlet key valve&no outlet valve 1 = 5/8"meter W= inlet key valve&outlet key valve 2= 5;8"x 3;4"meter WG= inlet key valve&compression 3= 3/4"meter Ford Coppersetters outlet valve 4= 1"meter Numbering System VH= inlet key valve&outlet single check valve 6= 1-1;2"flanged meter .1 VHH= Inlet key valve&outlet cascading 7= 2"flanged meter dual check valve ""VHC= inlet key valve&outlet cartridge dual check valve Setter height(Approximate) Service tine connection size VB= inlet ball valve&no outlet valve 7= 7'high setter 1= 1/2" Inlet Outlet "'VBB= inlet ball valve&outlet ball valve 8=8'high setter 3= 314" VBG= inlet ball valve&outlet compression valve 9=9"high setter 4= 1" VBH= inlet ball valve&outlet single check valve 10= 10'high setter 5= 1-1/4" 1 VBHH= inlet ball valve&outlet cascading 12= 12"high setter 6= 1.1/2" dual check valve Setters above 12"are made 7= 2" "VBHC= inlet ball valve&outlet cartridge in 3"increments dual check valve T= "T'in front of the catalog number 5/8"thru 1"Coppersetters only Indicates a tandem style setter W= Angie Meter Ball and ' Coppersetters can be ordered Key Valves are erdfi less valves by omitting the above letters Padlock Wing from the catalog number, Cartridges with enhanced chlorine/ Compression valve •• chloramine resistance are available.Add lK LQld Padlock Wing "CR"to end of alpha code. L /2"and 2"Coppersetters only Example:VHCQ372.15W-44.33•NL B=Bypass "" The 5/8"port angle ball valve is a one-way HB= High Bypass directional valve designed for the inlet side BHC= Bypass with dual of the meter and should not be used as a check(1.1F2"and 2'only) customer shut-off on the customer side of the meter. HBHC= High Bypass with dual check(1-1/2"and 2'only) V H 7' .15 vA4w Q V7 I. 1 W - 44 - 313 -O - NL T T + I I AL=No Lead alloy♦ Type of setter Inlet Outlet Options 7= 70 series coppersetter with horizontal inlet and outlet Service line connection type G = Grip nut compression fitting 27= 270 series coppersetter with 1 = Double Purpose Union Swivel instead of pack joint nut, detachable pack joint assemblies for (FIP for 1-1/2"&2'Coppersetters) Available with CTS(3/4"-2")and PE Pipe(3/4"&1') 5/8",5/8'x 3/4',3/4"and 1"meter 2= Flare Copper 8= 80 series coppersetter with vertical 4= Pack Joint for CTS Q' Quick Joint inlet and outlet 8= Peck Joint for PE pipe TP6= 1-1/2"Integral Test Port on 7-8= 70-80 series coppersetter with 7= Pack Joint for PVC pipe Coppel rrsVawith alve rshut-off via e vertical Inlet and horizontal outlet (Schedule 40&80) below the Dual Check Valve 9= 90 series coppersetter with horizontal 8= Male Iron Pipe Union Swivel TIN-0=CTS Quick Joint with Tracer Wire inlet and outlet for 5/8".5/8"x 3/4". F= Integral Female Iron pipe(Female Terminal Ultra-Tile available with 3/4" 3/4"and 1"meter Iron Pipe Union Swivel may be used and 1-CTS and PE Pipe(contact 4= 40 series resetter to use when meter when Integral FIP is not available.) factory for pricing) connections are available in existing M= Integral Male Iron Pipe Thread U = Ultra-rite available with 3/4"and 1" services 3= 30 series flexible resetter to use when CTS and PE pipe where listed meter nuts are available 90 Series Options in existing services for 5/8",5/8"x3/4", A= 15"Outlet Extension 3/4"and 1"meter B = 18"Outlet Extension C = Bolted Clamp E = Brace Eye Angle cascading dual check valve contains 3/4"internal components.This valve meets the F = 15"Outlet Extension arid Bolted Clamp ASSE flow requirements of a 1"valve For a full port valve order the cartridge style check valve, H = 15"Outlet Extension and Brace Eye Note:5/8"x 3/4',3/4'and 1"setters with angle ball valve will have a reduced port that usually J = 18"Outlet Extension and Bolted Clamp provides suitable water flow.A full port ball valve is available at an additional cost add"-FP"to K = 18"Outlet Extension and Brace Eye end of catalog number and contact the factory for pricing. A Ford Meter Box no4ead brass products manufactured from UNS/CDA No.89833 alloy shall contain no more than 0.25%total lead content by weight.United States federal and state laws allow the use of products manufactured from UNS C83600 85-5-5-5 brass alloy for only non- potable water systems within the United States, Parties responsible for monitoring and maintaining proper water system design must exercise full responsibility in understanding and upholding the full intent and scope of applicable lead laws. F-3 BID ITEM B19 SUBMITTAL INFORMATION ;tlm Quick Joint Coupling - (C14-xx-Q-NL style) FEMALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Iron Pipe Threads External Nul Stop Quilt Joint Nut SUBMITTAL REVIEW X No Exceptions taken Stainless Steel Gripper P ;,,,.111111110 �� for Axial Restraint Make Corrections Noted . I75A/�/yy��yy ��rr _..... Amami 8 Resubmit 4 Iti�d� ir/ 'ii �/\Rejected-See RemarksIMPORTANT NOTICE T is reviewdoes not relieve contractor from his responsibility to cornet,'b conform F I I- 12E Quick Joint Size with the Plans Specification,and Contract Dnruments i C Iryay ryC CM...,Irrb eeAre *�.�����,�� By DRS rime 1W21/21 I • —__— — Length r I Molded Spring Tip Gasket I Provides Hydraulic Seal Due to design variations related to sizing,items may differ from images above_ DESCRIPTION LENGTH APPROX. PART ,/SUBMITTED FEMALE iRON PIPE Q.J.FOR CTS WT.Le5 NuMeER Iree(s) 1,,2- 1r2' 1-9/16 0.4 C14-11-Q-NL 314" 3/4" 1-1/4" 0.6 C14-33-Q-NL 314" 1" 1-3/4" 0.9 C14-34-Q-NL 1' 3.4" 1-3/4' 0.7 C14-43-Q-NL 1' 1" 2-1/6" 0.9 C14-44-Q-NL 1-1/4" 1" 1-27/32" 10 PJA4-44-C14-54-0-NL 1-114' 1-1/4' 2-3/16" 15 PJA4-45-C14-55-Q-NL 1.112" 1.1/2" 2-7/16" 2.3 C 14-66"Q-NL 2' 2" 2-5/8" 2.8 C14-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AVWVA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) The Ford Meter Box Company considers the information in this submittal form to be correct al the time of publication. Item and option availability, including specifications,are subject to change without notice.Please verify that your product information is current Our standard warranty applies. The Ford Meter Box Company, Inc. Submitted By: FORD P0, Box 443. Wabash, Indiana U.S.A.46992-0443 Phone: 260-563-3171 / Fax:800-826-3487 Overseas Fax: 260-563-0167 www.ford meterbox.com 03/09/2' IBID ITEM i31 SUBMITTAL INFORMATION iIiIm Quick Joint Coupling - (C44-xx-Q-NL style) ■ — QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) BOTH ENDS Quick Joint Nut External Molded Spring Tip Gasket Provides Nut ops Hydraulic Seal SUBMITTAL REVIEW x- No Exceptions Taken IfeareeaRlailmehlaffeirOgrodk�Make Corrections Noted `j q Amend 8 Resubmit Rejected-See Remarks t IMPORTANT NOTICE:This review Size Size does not relieve contractor from his respons►bihty to comply 8 conform with the Plans SpeCiticahon,andi II Contract Documents `-' Ap sti►� • 415110 cIn.y ;ON:}u1'N6 F7401.E1W5 Length —� By DRS Date-10/21/21 Stemless Steel Gripper Ring Mammon LENGTHAPPROX. PART J SUBMITTED Q.J.FOR CTS Q.J.FOR CTS WT.LBa NUMBER ITEMOB) 1/2" tt2- 2-1/16" .8 C44-11-Q-NL 1/2" 3/4" 2-1/4" _8 C44-13-0-NL 5/8" 5/8" 2-3/32" .9 C44-22-Q-NL 5/8" 3/4" 2-3/32" .9 C44-23-0-NL 3/4" 3/4" 2.3/32" .9 C44-33-0-NL 3/4" 1" 2-3/32" 1.0 C44-34-Q-NL } 1" 1" 2-13/32" 1.1 C44-44-Q-NL 1" 1-1 2" 2-518" 2.0 C44-46-Q-NL 1-1/4" 1-1/4- 2-112" 2.0 C44-55-Q-NL 1-1/2" 1-1/2" 3-3/8" 2.6 C44.66-Q-NL 2" 2" 3-1/2" 3.3 C44-77-0-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters ''NU cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides larger, more rugged wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication, Item and option availability, including specifications.are subject to change without notice. Please verify that your product information is current The Ford Meter Box Company, Inc. Submitted By: FORD P.O. BoPhone:x260-5 443,63-3171 Wabash,/IndianaFax:800-826-3487 U.S.A.46992-0443 Overseas Fax: 260-563-0167 www,fordmeterbox.com OB/24/18 BID ITEM B19 SUBMITTAL INFORMATION 111. .' Quick Joint Coupling - (C84-xx-Q-NL style) me IL MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads External Nut Stop Molded NBR(Buna-N) Stainless Steel Gripper Quick Joint Nut Spring Tip Gasket Provides Hydraulic Seal SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend&Resubmit VI' Retecmd-See Remarks I IMPORTANT NOTICE This review does not relieve contractor from his Iron Pipe Size Quick Joint Size respona+billty to comPlY&conform i . - with lie Plans.SpeaMcation,and Contract Documenas. r Ws/ "VW.�J_ L.irsy&Or asor"ae,he. .. �,v, ifelF7 CONSULTING EnOMEH16 By ORS D®te:161Z11T'1[ Length � DESCRIPTION LENGTH APPROX. PART /SUBMITTED MALE IRON PIPE Q.J.Foil CTS WT.LBS NUMBER ITEM(S) 1/2" 112" 2" 0.5 _ C84-11-Q-NL 3/4" 1/2" 2-7/32" 0.5 C84-31-Q-NL 3/4" 5/8" 2-1/4" 0.6 C84-32-0-NL 3/4" 3/4' 2-1/4" 0.6 C84-33-Q-NL 3/4" 1" 2-3/8" 0.7 C84-34-Q-NL 1" 314" 2-19/32" 0.7 C84-43-Q-NI 1" 1" 2-9/16" 0.8 C84-44-0-NL 1" 1-1/4- 2-15/32" 1.3 C84-45-Q-NL 1" 1-1/2" 2-9/18" 1.5 C84-46-Q-NL 1-1/4' 1-1/4' 2.5/8" 1.4 C84-55-Q-NL 1-1/2' 1-1/2' 3" 1.8 C84-66-Q-NL 2" 2" 3-1/4" 2.3 C84-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM 8584, UNS C83600, 85-5-5-5) • Body design provides octagonal wrench flats for proper installation The Ford Meier Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications.are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: FORD P.Oone:.Box 443,Waba563-317sh1 ,/IndiaFax:na800-826-3487 U.S.A.46992-0443 Ph260- Overseas Fax: 260-563-0167 www.fordmetertiox.com 06/22/21