The URL can be used to link to this page

Home My WebLink AboutCAG-20-065 - Duvall - A72 - Irrigation System .. • , gra7; W4-1hEnittan State Department of Ti-4istkielitp3n. „ Request for of Material. DontiedNuthber - 'FA Net-ith.er N/A -li Duvall Ave NE Date. , CAG 20-065 SeCtionl Title of Project ',Couilty' -I Duvall Ave NE ! King Contractor —— — — - Subcontractor • . - _ - .- -- Reed Trucking & Excavating, Inc. , This form shall be completed Priprtp:aubmittal..If thliform Is not compete at time of submittal It May I -For IIVSDOTUaii Only . i, .. . returned be rrnectfor Information that was omitted.. . ' itANi . _..., _,. _ ._ _ # 043B PE Use Bid 'Material or —, '— ' -Name and toption of Fabricator, Specification PE/QPL., [Hrititr.1QPL - HQ:Use . No. 1, ProductfIvne: , Menufeciun3r or Pit iiumber , Reference i Code darie-,- Aqualine 11Aqualine; Carson, CA , 8-03 , 3 , ! ! A72 1r' Brass AV A. _ _ , , i 1 !!! . .._ ... . 1 11 . , 1, !'1 ! . , _ .._ , . , ! . . , ! • • r! • , - : --- -- ! . ; I!, , 1! , . - "-- . , • Project Etigiiieer/Reitiiefotitive. ! Date, :StAto•litoiiiialsEnginee#Represemative: Date Michael Ballard • 12/16/22 Acceptance Action Codes foi•use by Project Engineer and State:Materials Laboratory 1. ,)Adoepiance'Ciiterka; Acceptance based upon'''Satiefectery"Test Report for samples of Materialslabeincorperatedinto. fiict 2. Acceptante.Criteria: Mfg:Cart.of Compliance for'ACCeptanee"'priorto use etriieterial, 3.. Acceptance Criteria: Catalog Cuts for Acceptance!...prior to use of material.'Catalog dutApprovednits El'14p 4.. 'Acceptance Criteria; Submit Shop Drawinge:for'Appreval'prior telabricatien,of material: 1 0,, Acceptance Criteria Only•Approved for Shipment 'WSbOT.Inspected'or Decal'material shall be used. B. Acceptance Ciiteng: SubmitCertifir.ate-af Materials OrigintiProjeet Engineer Office. T. .Adeeptence Criteria: 'Request Transmitted te State Mated*.LaberatoriforAppreval ActiON a 'Source-Approved; 9: Approval Withheld: Submit SampleaferpreliMMarylavaluation: 10i.Approval Withheld: II. MlacellaneouSACCaptiince,Criteria. Remarks (PE) Remarks (171C.1Y.i AVU 3/4" - 2" angle valve with union • DOT Forrri,350-071: PrelPet Engineer Distribution ReVised.03021 El 0:Infractor 0 Region Operations Engineer El Fabrication Inspection 0 Region Materials OState Materials Lab-MS 47365 l HD Fowler Company Submittal -TFLL100AV 65700 SUBMITTAL REVIEW No Exceptions Taken X Make Corrections Noted Amend &Resubmit Rejected-See Remarks AO UA L I N E ; Brass Angle Valve IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Features Contract Documents. • Heavy duty brass construction • Standard one piece rising swivel with cross or wheel (.ire►y eL OBbarne, Irr. handle `, • Efficiently regulates water flow CONSULTING ENGINEERS • Available in low-lead version - ( By: MB Date: 12/16/22 • Removable internal assembly for convenient service &cleaning - - i 1111111111.10 Specifications • Maximum water working pressure: 150 PSI • Optimal flow:0- 190 GPM o :' Models !' • AV 3/4"-2"angle valve less union • AVU 3/4"-2"angle valve with union AV AVU • AVW 3/4"-2"angle valve less union with wheel handle Angle valve shall have union per LS9 • AVUW 3/4"-2"angle valve with union and wheel handle MATERIAL SPECIFICATION o No. Parts Materials I I %.dR`' o 1 Wheel Nut Hot Rolled Wired Rods ,ITt © 2 Name Plate Aluminum A 1070 1; ;1 . ` p 3 Cross Handle Brass B584 4 Stem Brass B584 5 Packing Nut Brass B584 _ .. ,J 6 Packing SE-719F/SN-719F O 7 Bonnet Brass B584 c 8 Washer BrassB584 �� iD 10 Seat House Brass B584 '��I 11 Seat Packing SE-719F/SN-719F �,< C� 12 Washer Brass B124 Li L 13 Seat Nut Brass 8124 9169 Pulsar Court Corona,California 92883 P 951.808.0852 F 951.808.0906 www.oqualineinc.com /. . . ili. � Washington Of. te Department of Transp tWn Request for_ Approval of Material. Contract Number - ,'FA Number N/A SR - bate Duvall Ave NE CAG 20-065 - T 1/5/2023 —— Section/Title of Project Duvall Ave NE (County King I, Contractor Reed Trucking & Excavating, Inc. Suticontractar _ Green City, Inc. ___ This form shall be completed prior to submittal.If this form is not compete at time of submittal it may I For WSDOT Use Only -I be returned for Information that was omitted. RAM# 073C 1 PE Use Sid Item Material or , Name and Location of Fabricator, . Specification ' PEIQPL HdgtrJQPL - HQ Use No. Produce Manufacturer or Pit Number Reference ' Code Code __ A72 Valve.Boxes;iI NDS 3 I i ,,II. T - i . --- _ I ; - — i Project Engineer/Representative Date State Materials Engineer/Representative Date —` -- � 1/10/2023 I' -- --____ • 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 ip'oject. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 0 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: 1 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: ' 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): 1 - DOT Form 350-071 Project Engineer Distribution Revised 03/2021 IXI Contractor 0 Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 • - I - ND S ° 1 1.1w. Valve Boxes We put water in its place The Most Complete AL REVIEW • xceptions Taken Prod ffe ri n ake rrectionsoted u C Amend & Resubmit 0 g Rejected- See....,, Retected See Remarks IMPORTANT NOTICE: This revie+n does not relieve contractor from hi; Now, consolidated into two product series to make findingresponsibility to comply&conform with the Plans, Specification,and what you need and ordering it easier than ever before. Contract Documents. Gray.Sc Osborne, inc. CONSULTING ENGINEERS LIy DRS Dat1'10/23 NDS® Standard Series0 _ Quality features at a good value I. a .t NDS° Pro Spec SeriesCO ` - it, ' Commercial grade with enhanced features , 6" Round 10" Round 14"x 19" 13"x 20" 13"x 24" 17" x 30" NDS Standard Series ✓ NDS Pro Spec Series N7 ✓ Download our Mobile A Search for NDS Drainage 111/4, --a PP - g S App Store iiir r/ *rf;!' Take the powerful resources of the NDS site with you on the go! Access our product catalog, online calculators and planning tools. Google Play ndspro.com • Why NDs . Valve Boxes ? NDS is The #1 Stocked Valve Box Brand at U.S. Distributors. And NDS is the only brand you'll find everywhere. Biggest Portfolio of Products. NDS offers more sizes, more colors, more markings than anyone else. Performance & Durability. From installation to long-lasting quality — NDS manufacturers their valve boxes to exacting specifications. MADE IN ••• 00 m New Made in More Color More Size Fits Any Available America Options Options Application Nationwide . . . _ . . , Standard 6" Round Valve Box I 28 SKUs Box Options Black, Green, Sand, Purple III Lid Options ICV(black/green/sand/brown),Water(green), Sewer(green), Reclaimed(purple/black) 10" Round Valve Box I 27 SKUs . lir Box Options Black, Green, Sand, Purple • ICV(black/green/sand/brown), Water(black/green), Lid Options Sewer(green), Reclaimed (green/purple/black) 14" x 19" I 29 SKUs 3 Box Options Black, Green, Sand, Purple. Extensions(8 SKUs) ICV(black/green/sand/brown),Water(black/green), Lid Options Sewer(green), Reclaimed (black/green/purple), Electric(green) 13" x 20" I 21 SKUs Box Options Black, Green, Sand, Purple, Extensions(8 SKUs) i ICV(black/green/sand/brown),Water(black/green), Lid Options 1 Sewer(green), Reclaimed(purple/black) I Visit ndspro.com for specs,detail drawings and case studies Pro Spec Series I10" Round Valve Box I 33 SKUs - Box Options Black, Green, Purple, Sand, Gray ICV (black/green/sand/brown), Water (black/green), Lid Options Sewer (green), Reclaimed (green/purple/black), Electric (gray) 14" x 19" I 34 SKUs Box Options Black, Green,Sand, Gray, Purple114411 ICV(black/green/sand/brown),Water(black/green), Sewer(green), � Lid Options Reclaimed(black/green/purple), Electric(gray/green) • 13" x 20" I 24 SKUs Box Options Black, Green, Purple, Sand ICV(black/green/sand/brown),Water(black/green), A.° Lid Options Sewer(green), Reclaimed(purple/black) 13" x 24" I 11 SKUs Box: 15" & 12" I Black, Green, Purple Tall Options ICV(green),Water(green), Sewer(green), �) Lid Options Reclaimed(purple) 17" x 30" I 21 SKUs Box: 15" & 18" Black, Green, Purple, Gray Tall Options (110 Lid Options ICV(green),Water(black), Sewer(green), Reclaimed (purple), Electric(gray) Visit ndspro.com for: NDS Customer Service 851 N.Harvard Ave..Lindsay,CA 93247 �J ' - Toots/ I tl '= Case Design Request Phone:800.726.1994•559.562.9888 f j Videos ' e + Calculators 4�oJ Downloads — - Studies Worx a Quote Fax:800.726.1998•559.562.4488 WSDOT-Materials Laboratory https://www.wsdot.wa.gov/biz/mats/gpl/QPLProdinfo.cfin?Product no=2012035&product_or... Wastanatori var Ti isto Dv at Transportation Qualified Product List Product Information Engineer's addition Manufacturer: NDS, Inc. - Lindsay, CA Product Name: NDS Pro Series Valve Boxes Standard Spec:9-15.5,Irrigation-Valve Boxes&Protective Sleeves Product Description:Rectangular valve box and cover: 17-inch x 30-inch,14-inch x 19-Inch,13-inch x 24-inch and 13-inch x 20-inch and round valve box and cover:6-inch and 10-inch 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:May 15,2012 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2016 1 of I 1/5/2023,9:11 AM 4111111. WI, Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 NA Duvall Ave 11/10/2022 Section/Title of Project County Duvall Ave NE King Contractor Subcontractor Reed Trucking and Excavating Green City 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# 043A PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A72 Irrigation HD Fowler Company;Bellevue,WA 8-03.5;PS LS9 System Resubmittal package U-1500-T NDS - LS9 3 Schedule 80 PVC Unions Part# 3 107-817NL B-K - Brass Ball Valve LS9 MAR& Rain Bird - LS1 - LS6 8 VAR Irrigation Nozzles NODE-100 Hunter - Node Controller LS9 3 SM29 Olympic Foundry - LS9 3 SM30 Meter Boxes 711 Weld-On - IPS Corp 9-29.1(4)A 3 P-70 PVC Solvent Cement& Primer rojec ngineer/Repr entative Date State Materials Engineer/Representative Date 12/6/2022 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. 9 Acceptance Criteria: Catalog Cuts for'Acceptance'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. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8O Source Approved: Part#1806 - 12H and #1806 -VAR per Irrigation Nozzle Legend 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE). Submit Champion Brass Manual Angle Valve. Low voltage wire not required Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 11/9/22,5:31 AM Green City Inc Mail-Duvall Ave NE Gmail Andrew Falaniko<andrewf@greencitywa.com> Duvall Ave NE Ivan Ramsey <ivanr@hdfowler.com> Mon, Oct 24, 2022 at 4:53 PM To: Andrew Falaniko <andrewf@greencitywa.com> Cc: Tim Meines<timm@hdfowler.com> Andrew, Please find all items attached per your notes below&what you attached. 1. PVC nipples will only be used in manual drain assembly, quick coupler valve assembly& pop up sprinkler assembly per details on sheet LS9. 2. Please see new cut sheet for correct Schedule 80 PVC union for control valve assembly per detail on sheet LS9. The brass insert is actually a brass nipple which has already need marked "no exceptions taken". 3. Nibco valve rejected---Reviewer to advise on what B&K brass valve is acceptable as part number on sheet LS9 is not available.A cut sheet for one type is attached. 4. Buckner angle valve rejected---Wilkins do not manufacture a manual angle valve with a key only a yard hydrant. The reviewer will need to advise what is required. Champion Brass Manual Angle Valve 5. Matched Precipitation nozzle rejected ---Why have these been rejected when the 12H is called out on the plans. I am submitting again along with the VAN nozzle cut sheet. 6. Submit union with brass insert--Please note that the brass insert is actually a brass nipple&this has already been approved & marked "no exceptions taken". Brass unions are fittings and have also been marked "no exceptions taken". Please see attached cut sheet for schedule 80 unions. 7. Please see new cut sheet for galvanized nipples. 8. Why has low voltage wire been requested when a battery controller has been approved.The battery controller sits in the box with the automatic valve. Low voltage wire not required 9. Submit hard drawn copper type K or threaded brass piping.---The threaded brass piping has already been approved and marked "no exceptions taken"as brass nipples. 10. PVC boxes rejected--- Please find cut sheets of cast iron boxes attached.The reviewer will need to advise which are to be used. On another note the approved controller is now discontinued by Hunter. I have attached another Hunter battery controller for approval. Let me know of any questions. Thanks https://mail.google.com/mail/u/0/?ik=205c8f1 a39&view=pt&search=al I&permmsgid=msg-f%3A1747615089988912241&simpl=msg-f%3A17476150899... 1/2 11/9/22,5:31 AM Green City Inc Mail-Duvall Ave NE IvanR Ivan Ramsey I Project Manager HD Fowler Company I Pacific Branch Phone:(425)864-1256 [Quoted text hidden] 8 attachments NDS Unions.pdf 391K ▪ B&K Ball Valve.pdf 233K fl, MPR Nozzle Spec.pdf 301K ``—'▪ RB VAN Series nozzle.pdf 422K galvanized nipples.pdf 297K ▪ SM29 box.pdf 55K ▪ SM30 Box.pdf 75K Node Battery controller.pdf 336K https://mail.google.com/mail/u/0/?ik=205c8f1 a39&view=pt&search=all&permmsgid=msg-f%3A1747615089988912241&simpl=msg-f%3A17476150899... 2/2 � -,SIG kuiControiTECHNICAL ® 2 Quality Products by NDS SPECIFICATION SCHEDULE 80 PVC UNIONS RATED @150 PSI STATIC PRESSURE @ 72°F MOLDED IN THE USA MADE OF PVC UP TO 4"NSF/ANSI 61+372 LISTED(NOT SM OR TM) M. k '1 1 i ipo • ' UP TO 2"UPC LISTED (NOT SM OR TM) • a;.4 \ 1111" IPS X IPS CONNECTION • I IPS-IRON PIPE SIZE(SAME AS SCH. 40 PIPE) PART NUMBER A B WEIGHT IPS EPDM 0-RING VITON 0-RING (INCHES) (INCHES) (LBS) CONNECTION U-0500-S U-0500-SV 1.92 2.09 0.10 1/2" U-0500-T U-0500-TV U-0750-S U-0750-S 2.57 2.37 0.20 3/4" U-0750-T U-0750-T U-1000-S U-1000-SV 2.63 2.67 0.25 1" 11I ' U-1000-T U-1000-TV A U-1250-S U-1250-SV 3.20 2.87 0.40 1 1/4" U-1250-T U-1250-TV PIIIIIIIIIIII U-1500-S U-1500-SV 3.74 3.22 0.60 1 1/2" J U-1500-T U-1500-TV U-2000-S U-2000-SV E U-2000-T U-2000-TV 4.08 3.59 0.85 2" U-2500-S U-2500-SV 5.04 4.11 1.45 2 1/2" U-2500-T U-2500-TV U-3000-S U-3000-SV 5.85 4.39 2.00 3" U-3000-T U-3000-TV U-4000-S U-4000-SV 7.21 5.23 3.30 4" U-4000-T U-4000-TV PART NUMBER C D WEIGHT IPS (EPDM 0-RINGS) il (INCHES) (INCHES) (LBS) CONNECTION SXSM TXTM U-0500-SM U-0500-TM 1.92 3.04 0.15 1/2" C U-0750-SM U-0750-TM 2.57 3.48 0.30 3/4" U-1000-SM U-1000-TM 2.63 3.90 0.40 1" U-1250-SM U-1250-TM 3.20 4.20 0.50 1 1/4" U-1500-SM U-1500-TM 3.74 4.66 0.70 1 1/2" U-2000-SM U-2000-TM 4.08 4.89 1.10 2" D S-SLIP T-FEMALE PIPE THREAD SM-SLIP X MALE PIPE THREAD TM-FEMALE PIPE THREAD X MALE PIPE THREAD 851 N.Ilarcard:\venue /„ Lindsay,C.A93247 wit Visit ndspro.com for specs. 41 800-726-1994 ` detail drawings,and case studies 11•�� INN D J `,l,/ WE PUT WATER IN ITS PLA, ff 0 TM , EMI .010•0!.— Series 7700S Series 7700TT Brass Ball Valve .r Brass Ball Valve giyir.__ Premium I Full Port Full Port I Forged Brass BrassI Packing Gland Packing Gland I'T'Handle Rem No. Desc. Connection Inner MC Item No. Desc. Connection Inner MC 107-843NL 1/2" SWT x SWT - 25 107-824TNL 3/4" FIP x FIP 10 60 107-844NL 3/4" SWT x SWT - 15 107-825TNL 1" FIP x FIP 8 48 107-845NL 1" SWT x SWT - 10 107-846NL 1-1/4" SWTxSNIT 4 24 Features: 107-847NL 1-1/2" SWTxSWT 2 24 107-848NL 2" SWT x SWT 2 12 •600PSI/150 WSP •PTFE seat&packing 107-849NL 2-1/2" SWT x SWT 2 6 •-20°F to 300°F temperature range •Chrome-plated brass ball&stem 107-850NL 3" SWT x SWT 2 4 •Full port for maximum flow rate •Rust-proof 304 S.S.T-handle with 107-851NL 4" SWT x SWT - 2 •Packing Gland-blowout proof vinyl grip stem design Features: cp •600PSI/150 WSP(1/2"-2") •Packing Gland-blowout proof V 1' c® •400PSI Non-Shock WOG stem design ° 6 110/0.16161 7-•. -- (2-1/2"-4") •PTFE seat&packing "i`1N61]FP •-20°F to 300°F temperature range •Rust-resistant heavy-duty handle •Full port for maximum flow rate with vinyl grip ,�, •� Se T a s gi ® / Bass Ball es 7690 Valve Nis si ^� PremiumI Full Port NSF/NISI /04 Forged Brass I Packing Gland 4 ..0!`- Series 7700LH �''_, Brass Ball Valve i e _ Item No. Size Connection Inner MC Full Port I Forged Brass 107-811NL 1/4" FIP x FIP 10 120 Packing Gland I Locking Handle 107-812NL 3/8" FIP x FIP 10 120 107-813NL 1/2" FIP x FIP 10 120 107-814NL 3/4" FIP x FIP 10 60 107-815NL 1" FIP x FIP 6 24 `- 107-816NL 1-1/4" FIP x FIP 4 24 Item No. Desc. Connection Inner MC 107-817NL 1-1/2" FIP x FIP 2 16 107-823LNL 1/2" FIP x FIP 15 120 107-818NL 2" FIP x FIP 2 12 107-824LNL 3/4" FIP x FIP 10 60 107-825LNL 1" FIP x FIP 8 48 Features: •600PSI/125 WSP(1/2"-2") •PTFE Discs and Seats Features: •-40°F to 194°F temperature range •Chrome-plated brass ball&stem •600PSI/150 WSP(1/2"-1") •Chrome-plated brass ball&stem •Full port for maximum flow rate •Rust-resistant heavy-duty handle •-20°F to 300°F temperature range •Rust-proof 304 S.S.handle with •Packing Gland-blowout proof with vinyl grip •Full port for maximum flow rate vinyl grip stem design •Packing Gland-blowout proof •Handle has simple locking stem design mechanism for Ifow control •PTFE seat&packing O s cNS F/RSI81 7awir7.1r aO ® yyyNSF/A61M C NSF/0/6161 7.•r1.^a 16F/ANSI IR PROLINE CATALOG 15 Tech Spec Matched Precipitation Rate (MPR) Nozzles Primary Application Matched Precipitation Rate(MPR)Nozzles ' simplify the design process by allowing sprinklers with various arcs and radii to be 4" t, • mixed on the same circuit.Fits all Rain Bird ,,. spray heads and shrub adapters. - 4 Features , '� • Matched precipitation rates with Rain Birds •i . HE-VAN and U-Series Nozzles. ".,` _• "'•'�t. r.•_ ^��_-� • 1800 Series white filter(0.35"x 0.45") screens(shipped with nozzles)maintain precise radius adjustment and prevent PK`�� i y• t 7. clogging.5 and 8 Series Nozzles are �' • *�� r• , ` i� ?Itip4r( . �2,%t`}:� - • shipped with blue fine mesh(0.02"x 0.02") � a t. ` ) . i S � r �:'`t + '+�} r 3 r filter screens. 44� �� `• ;;II .y , .'•. ' � J ,, r s or•�• • • Stainless steel adjustment screw to adjust 1 . ^;k r r� ;s r f.�1 s,� xr • • flow and radius. ,�ri• > r401•1 ..��'ctil "-e •, i `.',� ''� � i '$� •a1 : i. • Color-coded on the top to enhance your productivity. Operating Range • Spacing:5 to 15 feet(1.5 to 4.5 m) • Pressure:15 to 30 psi(1 to 2.1 bar) • Optimum Pressure:30 psi(2.1 bar) Models • 5 Series-red • 5 Series,Bubbler Nozzles-gray • 8 Series-green • 10 Series-blue • 12 Series-brown • 15 Series-black • 15 Strip Series-black How To Specify 5F um Pattern F:Full H:Half Q:Quarter MPR Radius Range 5:5 feet(1.5 m) 8:8 feet(2.4 m) 12:12 feet(3.7 m) 15:15 feet(4.6 m) Tech Spec 10 Series MPR 10 Series MPR METRIC 1 5°Trajectory • 1 5°Trajectory Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. qpm In/h In/h bar m m3Ai I/m mm/h mm/h 1OF 15 7 1.16 2.28 2.63 1OF 1.0 2.1 0.26 4.2 58 67 S20 8 1.30 1.96 2.26 O 1.5 2.4 0.29 4.8 50 58 25 9 1.44 1.71 1.98 2.0 3.0 0.35 6.0 39 45 30 10 1.58 1.52 1.75 2.1 3.1 0.36 6.0 37 43 10H 15 7 0.58 2.28 2.63 10H 1.0 2.1 0.13 2.4 58 67 20 8 0.65 1.96 2.26 1.5 2.4 0.14 2.4 50 58 AI 25 9 0.72 1.71 1.98 ^ 2.0 3.0 0.18 3.0 39 45 30 10 0.79 1.52 1.75 2.1 3.1 0.18 3.0 37 43 10Q 15 7 0.29 2.28 2.63 10Q 1.0 2.1 0.06 1.2 58 67 20 8 0.33 1.96 2.26 1.5 2.4 0.07 1.2 50 58 Ilk 25 9 0.36 1.71 1.98 ii 2.0 3.0 0.09 1.2 39 45 30 10 0.39 1.52 1.75 2.1 3.1 0.09 1.2 37 43 12 Series MPR 12 Series MPR METRIC 30°Trajectory 30°Trajectory • • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. gpm In/h In/h bar m m3ih I/m mm/h mm/h 12F 15 9 1.80 2.14 2.47 12F 1.0 2.7 0.40 6.8 55 63 S20 10 2.10 2.02 2.34 O 1.5 3.2 0.48 8.3 47 54 25 11 2.40 1.91 2.21 2.0 3.6 0.59 9.7 46 53 30 12 __ __2,60 1.74 2.01 2.1 3.7 0.60 9.8 44 51 12H 15 9 0.90 2.14 2.47 12H 1.0 2.7 0.20 3.4 55 63 20 10 1.05 2.02 2.34 1.5 3.2 0.24 4.2 47 54 AI 25 11 1.20 1.91 2.21 AI 21.0 3.6 0.30 4.9 46 53 30 12 1.30 1.74 2.01 2.1 3.7 0.30 4.9 44 51 12Q 15 9 0.45 2.14 2.47 12Q 1.0 2.7 0.10 1.7 55 63 20 10 0.53 2.02 2.34 1.5 3.2 0.12 2.1 47 54 ii 25 11 0.60 1.91 2.21 ji 2.0 3.6 0.15 2.4 46 53 i 30 12 0.65 1.74 2.01 2.1 3.7 0.15 2.5 44 51 Note:All MPR nozzles tested on 4"(10.2 cm)pop-ups Performance data taken in zero wind conditions ■ Square spacing based on 50%diameter of throw Note:Radius reduction over 25%of the normal throw of the nozzle is not recommended ♦Triangular spacing based on 50%diameter of throw SUBMITTAL REVIEW No Exceptions Taken X Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his IRRIGATION NOZZLE LEGEND responsibility to comply &conform iaoe-vrw - 1806-�2n with the Plans, Specification, and Contract Documents. Part# 1806 - 12H per Irrigation Nozzle Legend Gray 8r Osborne, Imo. CONSULTING ENGINEERS By: DRS Date: 12/6/22 www.rainbird.com RAINBIRD Tech Spec Variable Arc Nozzles (VANs) Adjustable nozzles for all standard and Specifications irregular-shaped turf and shrub areas.Fit all Rain Bird spray heads and shrub adapters. 4,6,8,10,12,15 and 18 Series VAN 11 Nozzles Features The plastic VAN nozzle shall be constructed • Easy arc adjustment from 0°to 360°for 10-, of UV resistant plastic.The radius adjustment 12-,15-and 18 VAN;0°to 330°for 4-,6-and screw shall be constructed of stainless steel. 8 VAN. The nozzle shall accept the Rain Bird blue • Simple twist of center collar increases or IN1111411014. filter screen to allow for radius adjustment. decreases arc setting. • No special tools required. The plastic VAN nozzles shall be manu- • Stainless steel adjustment screw to adjust factured by Rain Bird Corporation,Azusa, flow and radius. California. • Ideal for watering odd-shaped areas. . • • 12-,15-,and 18 VAN have matched precipitation rates with Rain Bird MPR •fI t f Nozzles. A • Shipped with blue filter screen(.02 x.02) `- •, to maintain precise radius adjustment and e. 1 • prevent clogging. �� ' , y ,, ,1 •r� ;;! Models >: b,e, • 4-VAN 6-VAN SUBMITTAL REVIEW ` ,; ter. • 8-VAN • 10-VAN No Exceptions Taken •t' • 12 VAN • 15 VAN • Make Corrections Noted ". • 18-VAN Amend & Resubmit Operating Range Rejected-See Remarks Simply twist collar to adjust arc pattern • Radius:* IMPORTANT NOTICE: This review - 4-VAN:3 to 4 feet(0.9 to 1.2 m) does not relieve contractor from his - 8-VAN:6 to 8 feet(1.8 to 1.4 m) responsibility to comply&conform - 8-VAN:6 to 8 feet(1.8 to 2.4 m) - 10-VAN:8 to 10 feet(2.4 to 3.0 m) with the Plans, Specification, and - 12-VAN:10 to 12 feet(3.0 to 3.7 m) Contract Documents. - 15-VAN:12 to 15 feet(3.7 to 4.6 m) - 18-VAN:14 to 18 feet(4.3 to 5.5 m) • Pressure:15 to 30 psi(1 to 2.1 bar) ray 8z Osborne, hie. • Optimum pressure:30 psi(2.1 bar) CONSULTING ENGINEERS *These ranges are based on proper pressure By: DRS Date:12/6/22 at nozzle. How To Specify IRRIGATION NOZZLE LEGEND 1804 - 15-VAN 4 If06-vAN —15- 1806-12H I Nozzle Series Pattern Part# 1806 -VAN per Spray Head Model Irrigation Nozzle Legend This specifies an 1800 Series spray head with 4" (10 cm)pop-up height;15 Series Variable Arc Nozzle providing 0°-360°coverage. Variable Arc Nozzles(VANs) 4 Series VAN 4 Series VAN METRIC 0°Trajectory ■ ♦ 0°Trajectory ■ • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. gpm In/h In/h bar m m3/h I/m mm/h mm/h 330°Arc 15 3 0.62 7.23 8.35 330°Arc 1.0 0.9 0.14 2.3 189 218 v V 20 3 0.70 8.17 9.43 .1j 1.5 1.0 0.17 2.8 183 215 25 4 0.80 5.25 6.06 CD 2.0 1.2 0.20 3.3 152 176 30 4 0.88 5.78 6.67 2.1 1.2 0.20 3.3 152 176 270°Arc 15 3 0.52 7.42 8.57 270°Arc 1.0 0.9 0.12 2.0 198 229 CO 3 0.58 8.27 9.55 LD 1.5 1.0 0.14 2.3 187 216 I �L/) 25 4 0.66 5.29 6.11 2.0 1.2 0.16 2.7 148 171 1 30 4 0.73 5.86 6.77 2.1 1.2 0.17 2.8 157 181 1 180°Arc 15 3 0.32 6.84 7.90 180°Arc 1.0 0.9 0.07 1.2 173 200 20 3 0.37 7.91 9.13 1.5 1.0 0.09 1.5 180 208 25 4 0.41 4.93 5.69 (� 2.0 1.2 0.10 1.7 139 161 30 4 0.45 5.41 6.25 2.1 1.2 0.10 1.7 139 161 190°Arc 15 3 0.21 8.98 10.37 90°Arc 1.0 0.9 0.05 0.8 247 285 20 3 0.24 10.27 11.86 1.5 1.0 0.06 0.9 240 277 D 25 4 0.26 6.26 7.23 D 2.0 1.2 0.06 1.1 167 193 30 4 0.29 6.98 8.06 2.1 1.2 0.07 1.1 194 224 6 Series VAN 6 Series VAN METRIC 0°Trajectory ■ ♦ 0°Trajectory ■ • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip. psi ft. gpm In/h In/h bar m m3A1 I/m mm/h mm/h 330°Arc 15 4 0.85 5.58 6.44 330°Arc 1.0 1.2 0.19 3.2 144 166 010 20 5 0.96 4.03 4.65 011 1.5 1.5 0.23 3.8 112 129 25 5 1.09 4.58 5.29 2.0 1.8 0.27 4.5 91 105 30 6 1.20 350 4.04 2.1 1.8 0.27 4.5 91 105 270°Arc 15 4 0.79 6.34 7.32 270°Arc 1.0 1.2 0.18 3.0 167 193 All20 5 0.88 4.52 5.22 All 1.5 1.5 0.21 3.5 124 143 25 5 1.00 5.13 5.92 2.0 1.8 0.24 4.1 99 114 30 6 1.10 3.92 4.53 2.1 1.8 0.25 4.2 103 119 180°Arc 15 4 0.42 5.05 5.83 180°Arc 1.0 1.2 0.10 1.6 139 161 20 5 0.49 3.77 4.35 1.5 1.5 0.11 1.9 98 113 Alli 25 5 0.55 4.24 4.90 alk 2.0 1.8 0.13 2.2 80 92 30 6 0.60 3.21 3.71 2.1 1.8 0.14 2.3 86 99 90°Arc 15 4 0.26 6.26 7.23 90°Arc 1.0 1.2 0.06 1.0 167 193 20 5 0.30 4.62 5.33 1.5 1.5 0.07 1.2 124 143 ji 25 5 0.34 5.24 6.05 ik 2.0 1.8 0.08 1.4 99 114 30 6 0.37 3.96 4.57 2.1 1.8 0.08 1.4 99 114 8 Series VAN 8 Series VAN METRIC 5°Trajectory • ♦ 5°Trajectory ■ Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. gpm In/h In/h bar m m'/ft I/m mm/h mm/h 330°Arc 15 6 1.21 3.53 4.07 330°Arc 1.0 1.8 0.27 4.6 91 105 010 20 7 1.36 2.91 3.36 011 1.5 2.1 0.32 5.4 79 91 25 7 1.55 3.32 3.83 2.0 2.3 0.38 6.3 78 90 30 8 1.70 2.79 3.22 2.1 2.4 0.39 6.4 74 86 270°Arc 15 6 1.11 3.95 4.55 270°Arc 1.0 1.8 0.25 4.2 103 119 I. A11020 7 1.24 3.24 3.74 1.5 2.1 0.30 4.9 91 105 I 25 7 1.41 3.69 4.25 2.0 2.3 0.34 5.8 86 99 j 30 8 1.55 3.10 3.58 2.1 2.4 0.35 5.9 81 94 180°Arc 15 6 0.84 4.49 5.18 180°Arc 1.0 1.8 0.19 3.2 117 135 20 7 0.97 3.81 4.40 1.5 2.1 0.23 3.8 104 120 25 7 1.09 4.28 4.94 al 2.0 2.3 0.26 4.4 98 113 30 8 1.19 3.58 4.13 2.1 2.4 0.27 4.5 94 109 90°Arc 15 6 0.51 5.46 6.29 90°Arc 1.0 1.8 0.12 1.9 148 171 20 7 0.59 4.64 5.35 1.5 2.1 0.14 2.3 127 147 ik 25 7 0.66 5.19 5.98 ji 2.0 2.3 0.16 2.7 121 140 30 8 0.72 4.33 5.00 2.1 2.4 0.16 2.7 111 128 ■ Square spacing based on 50%diameter of throw Note:Turning the radius reduction screw maybe required to achieve catalog radius A Triangular spacing based on 50%diameter of throw and flow when the arc is set at less than maximum arc Performance data taken in zero wind conditions www.rainbird.com Tech Spec 10 Series VAN 10 Series VAN METRIC 10°Trajectory • ♦ 10°Trajectory ■ • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. gpm In/h In/h bar m m3A, I/m mm/h mm/h 360°Arc 15 7 1.93 3.80 4.39 360°Arc 1.0 2.1 0.44 7.3 96 111 0 20 8 2.32 3.50 4.04 1.5 2.4 0.53 9.0 89 103 25 9 2.52 3.00 3.46 0 2.0 2.7 0.57 9.8 76 88 30 10 2.60 2.50 2.89 2.1 3.1 0.59 9.8 63 73 270°Arc 15 7 1.45 3.80 4.39 270°Arc 1.0 2.1 0.33 5.5 96 111 All20 8 1.75 3.50 4.04 All 1.5 2.4 0.4 6.8 89 103 25 9 1.89 3.00 3.46 2.0 2.7 0.43 7.8 76 88 30 10 2.10 2.70 3.12 2.1 3.1 0.48 7.9 68 79 180°Arc 15 7 0.97 3.80 4.39 180°Arc 1.0 2.1 0.22 3.7 96 111 20 8 1.20 3.50 4.04 1.5 2.4 0.27 4.6 89 103 25 9 1.26 3.00 3.46 4111 2.0 2.7 0.29 5.3 76 88 30 10 1.45 2.80 3.23 2.1 3.1 0.33 5.5 71 82 90°Arc 15 7 0.48 3.80 4.39 90°Arc 1.0 2.1 0.11 1.8 96 111 20 8 0.58 3.50 4.04 1.5 2.4 0.13 2.3 89 103 a 25 9 0.63 3.00 3.46 ik 2.0 2.7 0.14 2.7 76 88 30 10 0.75 2.90 3.35 2.1 3.1 0.17 2.8 73 85 12 Series VAN 12 Series VAN METRIC 15°Trajectory ■ ♦ 15°Trajectory ■ • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. gpm In/h In/h bar m m3A1 I/m mm/h mm/h 360°Arc 15 9 1.56 1.86 2.14 360°Arc 1.0 2.7 0.35 5.80 48 55 O20 10 1.86 1.79 2.06 O 1.5 3.2 0.44 7.37 43 50 25 11 2.12 1.68 1.95 2.0 3.6 0.52 8.75 41 47 30 12 2.36 1.58 1.82 2.1 3.7 0.54 9.02 40 46 270°Arc 15 9 1.17 1.86 2.14 270°Arc 1.0 2.7 0.26 4.35 48 55 All) 20 10 1.39 1.79 2.06 /0 1.5 3.2 0.33 5.53 43 50 25 11 1.59 1.68 1.94 2.0 3.6 0.39 6.56 41 47 30 12 1.77 1.58 1.82 2.1 3.7 0.41 6.76 40 46 180°Arc 15 9 0.78 1.86 2.14 i 180°Arc 1.0 2.7 0.17 2.90 48 55 20 10 0.93 1.79 2.06 j 1.5 3.2 0.22 3.69 43 50 25 11 1.06 1.68 1.95 ^ 2.0 3.6 0.26 4.37 41 47 30 12 1.18 1.58 1.82 1 2.1 3.7 0.27 4.51 40 46 90°Arc 15 9 0.39 1.86 2.14 '90°Arc 1.0 2.7 0.09 1.45 48 55 20 10 0.46 1.79 2.06 1.5 3.2 0.11 1.84 43 50 jh 25 11 0.53 1.68 1.95 jh 2.0 3.6 0.13 2.19 41 47 30 12 0.59 1.58 1.82 2.1 3.7 0.14 2.25 40 46 15 Series VAN 15 Series VAN METRIC 23°Trajectory ■ ♦ 23°Trajectory ■ • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip, psi ft. gpm In/h In/h bar m m3,h I/m mm/h mm/h i 360°Arc 15 11 2.60 2.07 2.39 360°Arc 1.0 3.4 0.60 9.8 52 60 1 O20 12 3.00 2.01 2.32 O 1.5 3.9 0.72 11.8 47 55 25 14 3.30 1.62 1.87 2.0 4.5 0.84 13.7 41 48 30 15 3.70 1.58 1.83 2.1 4.6 0.84 14.0 40 46 270°Arc 15 11 1.95 2.07 2.39 270°Arc 1.0 3.4 0.45 7.4 52 60 010 20 12 2.25 2.01 2.32 411 1.5 3.9 0.54 8.8 47 55 25 14 2.48 1.62 1.87 2.0 4.5 0.63 10.3 41 48 30 _ 15 2.78 1.58 1.83 2.1 4.6 0.63 10.5 40 46 180°Arc 15 11 1.30 2.07 2.39 '180°Arc 1.0 3.4 0.30 4.9 52 60 20 12 1.50 2.01 2.32 1.5 3.9 0.36 5.9 47 55 25 14 1.65 1.62 1.87 1 Alk 2.0 4.5 0.42 6.9 41 48 30 15 1.85 1.58 1.83 2.1 4.6 0.42 7.0 40 46 90°Arc 15 11 0.65 2.07 2.39 90°Arc 1.0 3.4 0.15 2.5 52 60 20 12 0.75 2.01 2.32 1.5 3.9 0.18 2.9 47 55 111 25 14 0.82 1.62 1.87 jh 2.0 4.5 0.21 3.4 41 48 30 15 0.92 1.58 1.83 2.1 4.6 0.21 3.5 40 46 ■ Square spacing based on 50%diameter of throw Note:Turning the radius reduction screw may be required to achieve catalog radius ♦ Triangular spacing based on 50%diameter of throw and flow when the arc is set at less than maximum arc Performance data taken in zero wind conditions www.rainbird.com RAINB1RD 18 Series VAN 18 Series VAN METRIC 26°Trajectory ■ ♦ 26°Trajectory ■ • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. gpm In/h In/h bar m m3/h I/m mm/h mm/h 360°Arc 15 14 4.21 2.07 2.39 360°Arc 1.0 4.3 0.96 15.9 52 60 0 20 15 4.70 2.01 2.32 0 1.5 4.8 1.07 18.0 47 55 25 17 4.86 1.62 1.87 2.0 5.4 1.20 19.8 41 48 30 18 5.32 1.58 1.83 2.1 5.5 1.21 20.1 40 46 270°Arc 15 14 3.16 2.07 2.39 270°Arc 1.0 4.3 0.72 12.0 52 60 All20 15 3.52 2.01 2.32 110 1.5 4.8 0.80 13.5 47 55 25 17 3.65 1.62 1.87 2.0 5.4 0.90 14.8 41 48 30 18 3.99 1.58 1.83 2.1 5.5 0.91 15.1 40 46 180°Arc 15 14 2.11 2.07 2.39 180°Arc 1.0 4.3 0.48 8.0 52 60 20 15 2.35 2.01 2.32 ^ 1.5 4.8 0.54 9.0 47 55 25 17 2.43 1.62 1.87 2.0 5.4 0.60 9.9 41 48 30 18 2.66 1.58 1.83 2.1 5.5 0.61 10.1 40 46 90°Arc 15 14 1.05 2.07 2.39 90°Arc 1.0 4.3 0.24 4.0 52 60 20 15 1.17 2.01 2.32 ii 1.5 4.8 0.27 4.5 47 55 iik 25 17 1.22 1.62 1.87 2.0 5.4 0.30 5.0 41 48 30 18 1.33 1.58 1.83 2.1 5.5 0.30 5.0 40 46 ■ Square spacing based on 50%diameter of throw Note:Turning the radius reduction screw may be required to achieve catalog radius ♦ Triangular spacing based on 50%diameter of throw and flow when the arc is set at less than maximum arc Performance data taken in zero wind conditions Rain Bird Corporation Rain Bird Corporation Rain Bird International,Inc. 6991 E.Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. Tucson,AZ 85756 Azusa,CA 91702 Azusa,CA 91702 Phone:(520)741-6100 Phone:(626)812-3400 Phone:(626)963-9311 Fax:(520)741-6522 Fax:(626)812-3411 Fax:(626)852-7343 Rain Bird Technical Services Specification Hotline The Intelligent Use of Water" (800)RAINBIRD(1-800-724-6247) 800-458-3005(U.S.and Canada) www.rainbird.com (U.S.and Canada) ®Registered Trademark of Rain Bird Corporation ©2012 Rain Bird Corporation 5/12 D39287CE0 NODE This battery-powered,waterproof controller offers automatic irrigation control for temporary irrigation and sites without electricity. KEY BENEFITS �\ • Number of stations: -1,2,4,or 6 • Battery-operated controller for automatic irrigation without AC power • Battery-life indicator for battery replacement ••uu • Waterproof enclosure seal protects against water ingress ---- • 3 flexible programs with 4 start times each and up to 6-hour run times Hmrter • Suspend irrigation up to 99 days during the off-season ■ • Easy Retriever'memory backs up the full irrigation schedule if ever changed • Delay Between Stations for slow-closing valves or pump recharge • Seasonal adjustment for quicker schedule adjustments without changing CO run times NODE > • Solar panel provides maintenance-free operation Diameter:31/2" Height:2h —I • Mounts to Hunter solenoids,pipes,flat surfaces,or inside the valve box m _< OPERATING SPECIFICATIONS O • One or two 9V alkaline batteries or 1800 mAh solar panel with charging cell ,% • Operates DC-latching solenoids(P/N 458200) m • 100'maximum wire runs,18 AWG wire only 73 • Station output:9-11 VDC 0 • P/MV output:9-11 VDC n • Sensorinputs:1 0 • Approvals:IP68,UL,cUL,FCC,CE,RCM SPXCH • Warranty period:2 years Solar panel kit(optional) Height:31/4" 0 Width:3" r— Depth:Va" m NODE NODE Model Description NODE-100 Single-station battery controller and DC-latching solenoid • • � ,�► i s + NODE-100-LS Single station battery controller . ! x NODE-200 2-station battery controller y .•�L ��• ~ NODE-400 4-station battery controller J 0OI !2 NODE-600 6-station battery controller '" c NODE 100 VALVE Single-station battery controller with PGV-101G valve and Alk ,400. DC-latching solenoid(NPT threads) o 458200 DC-latching solenoid .. ,i;11'^1 d. Compatible with: • Mini-Clik Freeze-Clik Sensor Sensor Page 135 Page 142 118 Hunter' II Visit hunterindustries.com 1 1 f4" x 1/2" x 1/B' L.DEUNG PADS - 11" CN BOTTOM OF UO (8 PL) -- 1-1/2. f 0 ll1 4+044 4,4 4 t#!!#!!!!, 4. i +!4++41 #1110 it !4l4,..,T44! ! ' t# +4♦+t# 0 1e 1/2" 10 1/2" i ##++##4+it#++t#i#4 22" 1� 44444+44++ +4#i4° IP.!ililt4+ l444 l4+44+#4++4+l44 40 #+!#+lt4l4 I. 4+44+4l+#!+#4!4 144t44#1,+.,4.,.1,f.#4#4i! :#4#it4�t+#44444► i+4#t+#ii*4t;f4t4ti4# t44#444�,444##44 . 17 J L 1" - 13" FR. r-------12 7/9" CV.-1 IV I II II J 1-113/B-11 II II II (---'I 2' I 1 L2.. __I 3/8- TYP 16" NOTES: OLYMPIC FOUNDRY INC. SM29 Meter Box MATL:Ductile Iron ASTM A536,CL80-55-06 #11111111111 RATING: H-20 PART NO. SM29 APPROX WT:119 Lbs. REV:A DATE:6/23/2003 REV TOLERANCE A DOCUMENT APPROVED DWN:CL DATE:6/23/2003 REV: DATE: xx+-1 BY: DATE: CHKD:FS DATE:6/23/2003 xxxx«-.o3o DWG#:SM29 SCALE:N/A SHEET:1 OF 1 <..2 DEG 1 1/4" x 1/2" x 1/8" LEVELING PADS - 16" - ON BOTTOM OF LID (8 PL) — 5/8" I1111111111111111111I111I11I111/111111111111/111•11111.1111/.1111/./111I1/1/I/111I11I1111I11# 1I1444 C.W M 111I1I1111 11 ..1... / /1111I 111111//1// 4 /11 1*1• 41 (1111//111111/11111111/111� 4 I�1111//1111111/11114 23 3 30 1/2" r111111114 1110111111/1111 31" 25" / " 111111111111/1//1i 11/111111111111//1//1/1/� 111111111111111111111111� 11111111111////11111 4 111111111/1111111�11/1111111111� 11111i.aw A. 10 �11111• x,.� 11111/11 i11/111/11 1 1 1 A •11AW, - 18 3/4" - -J L1" 13" i .1 11111m1. .111,,,i ::: 1 r 12" 1 I 6" --I F^4 1/2" 1/4" TYP - 16" NOTES: OLYMPIC FOUNDRY INC. SM30 Meter Box MATL:Ductile Iron ASTM A536,CL80-55-06~ RATING: H-20 PART NO.SM30 IIIII APPROX WT:Frame:267 Lbs,Cover.34 Lbs. REV:A DATE:6/23/2003 REV l A DOCUMENT APPROVED DWN:CL DATE:6/23/2003 TOLERANCE REV: DATE: xx.-.i BY: DATE: xxx...06 CHKD:FS DATE:6/23/2603 DWG#:SM30 SCALE:N/A SHEET:1 OF 1 a..2 DEG PRODUCT BULLETIN lVELaN. 711 TM IPS CORPORATION INDUSTRIAL GRADE LOW VOC PVC SOLVENT CEMENT GENERAL DESCRIPTION: WELD-ON®711'is an industrial grade,gray, low VOC emission, heavy bodied,medium setting,high strength PVC solvent cement for all classes and schedules of pipe and fittings with interference fit through 12 inch (315 mm)diameter, including Schedule 80. It has good gap filling properties and its medium set allows more working time in warm weather. APPLICATION: WELD-ON 711 is for use on all types of PVC plastic pipe applications, Type I and Type II. It is suitable for use with potable water pressure systems, irrigation,turf,conduit,sewer,drain,waste and vent systems. Ideal for use on industrial piping systems. Detailed directions on making solvent cemented joints are printed on the container label.An installation DVD/CD covering solvent cementing is available. It not only describes the basic principles of solvent cementing, but also covers the handling, storage and use of our products. It is highly recommended that the installer review the instructions supplied by the pipe and fitting manufacturer. NOTE:WELD-ON solvent cements must never be used in a PVC system using or being tested by compressed air or gases;includ- ing air-over-water booster. AVAILABILITY: This product is available in pint(237 ml), pint(473 ml),quart(946 ml)and gallon(3.785 I)metal cans. For detailed information on containers and applicators,see our current Price List. STANDARDS AND CERTIFICATION LISTINGS/ O • Meets ASTM D 2564 Standard V • Meets SCAQMD Rule 1168/316A c us (e) • Compliant with LEED® (Leadership in Energy and Environmental Design). When using this WELD-ON Low IPWIDWv/SWI VOC product, credit can be claimed for LEED Green Building Rating System - Indoor Environmental Quality. • Listed by NSF International for compliance with ASTM D 2564, NSF/ANSI Standard 14 and NSF/ANSI Stan- S) dard 61 for use in potable water,drain,waste,vent and sewer applications. • Meets CSA standards B137.3 and B181.2 for use in pressure and non-pressure potable water, drain,waste, and vent applications. • Listed by IAPMO for compliance with ASTM D 2564 and applicable sections of the latest edition of the Uniform Plumbing Code® SPECIFICATIONS: COLOR: Gray RESIN: PVC SPECIFIC GRAVITY: 0.966±0.04 BROOKFIELD VISCOSITY: Minimum 1,600 cP @ 73°±2°F(23°±1°C) SHELF LIFE: 3 years in tightly sealed containers.The date code of manufacture is stamped on the bottom of the container.Stability of the product is limited by the evaporation of the solvent when the container is opened. Evaporation of solvent will cause the cement to thicken and reduce its effectiveness.Adding of thinners to change viscosity is not recommended and may significantly change the proper- ties of the cement. QUALITY ASSURANCE: WELD-ON 711 is carefully evaluated to assure that consistent high quality is maintained. Fourier transform infrared spectroscopy, gas chromatography,and additional in depth testing ensures each batch is manufactured to exacting standards.A batch identification code is stamped on each can and assures traceability of all materials and processes used in manufacturing this solvent cement. SHIPPING: For One Liter and Above For Less than One Liter Proper Shipping Name:Adhesive Proper Shipping Name: Consumer Commodity Hazard Class:3 Hazard Class: ORM-D Identification Number: UN 1133 Packing Group: II Label Required: Flammable Liquid SAFETY AND ENVIRONMENTAL PRECAUTIONS: This product is flammable and considered a hazardous material. In conformance with the Federal Hazardous Substances Labeling Act, the following hazards and precautions are given. Purchasers who repackage this product must also conform to all local, state and federal labeling, safety and other regulations.VOC emissions do not exceed 510 grams per liter. Copyright©2010 by IPS Corporation 711-07-2010 DANGER:EXTREMELY FLAMMABLE. VAPOR HARMFUL. MAYBE HARMFUL IF SWALLOWED. MAY IRRITATE SKIN OR EYES. Keep out of reach of children. Do not take internally. Keep away from heat,spark,open flame and other sources of ignition.Vapors may ignite explosively. Solvent cement vapors are heavier than air and may travel to source(s) of ignition at or near ground or lower level(s)and flash back. Keep container closed when not in use. Store between 40°F(5°C)and 110°F(44°C).Avoid breathing of vapors. Use only in well-venti- lated area. If confined or partially enclosed, use forced ventilation.When necessary, use local exhaust ventilation to remove harmful airborne contaminants from employee breathing zone and to keep contaminates below 25 ppm TWA.Atmospheric levels must be maintained below established exposure limits contained in Section II of the Material Safety Data Sheet(MSDS). If airborne concentrations exceed those limits, use of a NIOSH approved organic vapor cartridge respirator with full face-piece is recommended.The effectiveness of an air-purifying respira- tor is limited. Use it only for a single short-term exposure. For emergency and other conditions 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 this product. Avoid contact with skin,eyes and clothing.May cause eye injury. Protective equipment such as gloves,goggles and impervious apron should be used. Carefully read Material Safety Data Sheet and follow all precautions. Do not use this product for other than intended use. "SARA Title III Section 313 Supplier Notification":This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-to-Know Act(EPCRA)of 1986 and of 40CFR372.This information must be included in all MSDS that are copied and distributed for this material. FIRST AID: Inhalation: If overcome with vapors, remove to fresh air. If not breathing,give artificial respiration. If breathing is difficult,give oxygen.Call physician. Eye Contact: Flush with plenty of water for 15 minutes and call a physician. Skin Contact: Wash skin with plenty of soap and 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 or poison control center immediately. SPECIAL PRECAUTION: Do not use a dry granular calcium hypochlorite as a disinfecting material for water purification in potable water piping systems.The introduc- tion of granules or pellets of calcium hypochlorite with PVC and CPVC solvent cements and primers(including their vapors)may result in a violent chemical reaction if a water solution is not used.It is advisable to purify lines by pumping chlorinated water into the piping system—this solution will be nonvolatile. Furthermore,dry granular calcium hypochlorite should not be stored or used near solvent cements and primers. IMPORTANT NOTE: This product is intended for use by skilled individuals at their own risk.These suggestions and data are based on information we believe to be reliable. Installers should verify for themselves that they can make satisfactory joints under varying conditions.Toward this end, it is highly desirable that they receive personal instruction from trained instructors or competent, experienced installers. Contact IPS®Corporation or your supplier for additional information or instructions. WARRANTY: IPS®Corporation("IPS Corp.")warrants that all new IPS Corp. products shall be of good quality and free from defects in material and work- manship for the shelf life as indicated on the product. If any IPS Corp. product becomes 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 loss resulting from accident, misuse, negligent use, improper application,or incorporation of IPS Corp.products into other products.In addition,any repackaging of IPS Corp.products also shall void the limited warranty. IPS Corp.shall not be responsible for,nor does this limited warranty extend to,consequential damage,or incidental damage or expense, including without limitation, injury to persons or property or loss of use. Please refer to our standard IPS Corp. Limited Warranty for additional provisions. 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 455 W.Victoria Street 500 Distribution Parkway Contract Documents. Compton,CA 90220 U.S.A. Collierville,TN 38017 U.S.A. ON) Tel:310.898.3300 Tel:901.853.5001 M1p,4 ® Fax:310.898.3392 Fax:901.853.5008 = GG b CORPORATION IV 08 J ray oe oe,>r zoos CONSULTING ENGINEERS Customer Service:800.888.8312 640 +`a~ By: DRS Date:2/6/22 www.ipscorp.com WELQ*ONe GHS SAFETY DATA SHEET 1 s Date Revised. JUL 2015 WELD-ON®711 T' Low VOC PVC Plastic Pipe Cements Supersedes APR 2015 SECTION I -PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: WELD-ON®711 T"Low VOC PVC Plastic Pipe Cements PRODUCT USE: Low VOC Solvent Cement for PVC Plastic Pipe SUPPLIER: MANUFACTURER: IPS Corporation 17109 South Main Street,Gardena,CA 90248-3127 P.O.Box 379,Gardena,CA 90247-0379 Tel 1-310-898-3300 EMERGENCY:Transportation:CHEMTEL Tel.800.255-3924,+1 813-248-0585(International) Medical:CHEMTEL Tel.800.255-3924,+1 813-248-0585(International) SECTION 2 - HAZARDS IDENTIFICATION ,11.11111 GHS CLASSIFICATION: Health Environmental Physical • Acute Toxicity Category 4 Acute Toxicity None Known Flammable Liquid Category 2 Skin Irritation: Category 3 Chronic Toxicity None Known Skin Sensitization: NO Eye: Category 2 GHS LABEL: O O O Signal Word: WHMIS CLASSIFICATION: CLASS B,DIVISION 2 Danger CLASS D,DIVISION 18 Hazard Statements Precautionary Statements H225:Highly flammable liquid and vapor P210:Keep away from heat/sparks/open flames/hot surfaces—No smoking H319:Causes serious eye irritation P261:Avoid breathing dust/fume/gas/mist/vapors/spray H332:Harmful if inhaled P290:Wear protective gloves/protedive dothing/eye protection/face protection H335:May cause respiratory irritation P304+P340:IF INHALED:Remove victim to fresh air and keep at rest Ina position comfortable for breathing H338:May cause drowsiness or dimness P403+P233:Store in a well ventilated place.Keep container tightly dosed H351:Suspected of causing cancer P501:Dispose o/contents/container in accordance with local regulation EUH019:May form explosive peroxides SECTION 3 - COMPOSITION/INFORMATION ON INGREDIENTS CASs EINECSa REACH CONCENTRATION Pre-registration Number %by Weight Tetrahydrofuran(THF) 109-99-9 203-726-8 05-2116297729-22-0000 40-50 Methyl Ethyl Ketone(MEK) 78.93.3 201-159-0 05-2116297728-24-0000 5-15 Cyclohexanone 108-94-1 203-831-1 05-2118297718-25-0000 9-18 Acetone 67-64-1 200-662-2 05-2116297713-35-0000 3-11 All of the constituents of this adhesive product are listed on the TSCA inventory of chemical substances maintained by the US EPA,or are exempt from that listing. Indicates this chemical is subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-to-Know Act of 1986(40CFR372). #indicates that this chemical is found on Proposition 65's List of chemicals known to the State of California to cause cancer or reproductive toxicity. I SECTION 4 - FIRST AID MEASURES Contact with eyes: Flush eyes immediately with plenty of water for 15 minutes and seek medical advice immediately. Skin contact: Remove contaminated clothing and shoes. Wash skin thoroughly with soap and water. If irritation develops,seek medical advice. Inhalation: Remove to fresh air, If breathing is stopped,give artificial respiration. If breathing is difficult,give oxygen. Seek medical advice. Ingestion: Rinse mouth with water. Give 1 or 2 glasses of water or milk to dilute. Do not induce vomiting. Seek medical advice immediately. Likely Routes of Exposure: Inhalation,Eye and Skin Contact Acute symptoms and effects: Inhalation: Severe overexposure may result in nausea,dizziness,headache. Can cause drowsiness,irritation of eyes and nasal passages. Eye Contact: Vapors slightly uncomfortable. Overexposure may result in severe eye injury with corneal or conjunctival inflammation on contact with the liquid. Skin Contact: Liquid contact may remove natural skin oils resulting in skin irritation. Dermatitis may occur with prolonged contact. Ingestion: May cause nausea,vomiting,diarrhea and mental sluggishness. Chronic(long-term)effects: Category 2 Carcinogen Chronic(long-term)effects(MEK): Low level chronic exposure has been shown to cause decreased memory and impairment of the central nervous system. L SECTION 5 - FIREFIGHTING MEASURES Suitable Extinguishing Media: Dry chemical powder,carbon dioxide gas,foam,Halon,water fog. HMIS NFPA 0-Minimal Unsuitable Extinguishing Media: Water spray or stream. Health 2 2 1-Slight Exposure Hazards: Inhalation and dermal contact Flammability 3 3 2-Moderate Combustion Products: Oxides of carbon,hydrogen chloride and smoke Reactivity 0 0 3-Serious PPE B 4-Severe Protection for Firefighters: Self-contained breathing apparatus or full-face positive pressure airline masks. I SECTION 6 - ACCIDENTAL RELEASE MEASURES Personal precautions: Keep away from heat,sparks and open flame. Provide sufficient ventilation,use explosion-proof exhaust ventilation equipment or wear suitable respiratory protective equipment. Prevent contact with skin or eyes(see section 8). Environmental Precautions: Prevent product or liquids contaminated with product from entering sewers,drains,soil or open water course. Methods for Cleaning up: Clean up with sand or other inert absorbent material. Transfer to a closable steel vessel. Materials not to be used for clean up: Aluminum or plastic containers SECTION 7 - HANDLING AND STORAGE n' Handling: Avoid breathing of vapor,avoid contact with eyes,skin and clothing. Keep away from ignition sources,use only electrically grounded handling equipment and ensure adequate ventilatioNfume exhaust hoods. Do not eat,drink or smoke while handling. Storage: Store in ventilated room or shade below 44°C(110°F)and away from direct sunlight. Keep away from ignition sources and incompatible materials:caustics,ammonia,inorganic acids,chlorinated compounds,strong oxidizers and isocyanates. Follow all precautionary information on container label,product bulletins and solvent cementing literature. SECTION 8 - PRECAUTIONS TO CONTROL EXPOSURE I PERSONAL PROTECTION OSHA CAUOSHA CAUOSHA EXPOSURE LIMITS: Component ACGIHTLV ACGIHSTEL OSHA PEL 0914ASTEL PEL-Ca6q PEL CNYp 'CAL/OSHASTEL Tetrahydrofuran(THF) 50 ppm 100 ppm 200 ppm NIB N/E 200 ppm N/E 250 ppm Methyl Ethyl Ketone(MEK) 200 ppm 300 ppm 200 ppm N/E N/E 200 ppm N/E 300 ppm Cyclohexanone 20 ppm 50 ppm 50 ppm N/E N/E 25 ppm WE N/E Acetone 500 ppm 750 ppm 1000 ppm N/E N/E 500 ppm 3000 ppm 750 ppm Engineering Controls: Use local exhaust as needed. Monitoring: Maintain breathing zone airborne concentrations below exposure limits. Personal Protective Equipment(PPE): Eye Protection: Avoid contact with eyes,wear splash-proof chemical goggles,face shield,safety glasses(spectacles)with brow guards and side shields, etc.as may be appropriate for the exposure. Skin Protection: Prevent contact with the skin as much as possible.Butyl rubber gloves should be used for frequent immersion. Use of solvent-resistant gloves or solvent-resistant barrier cream should provide adequate protection when normal adhesive application practices and procedures are used for making structural bonds. Respiratory Protection: Prevent inhalation of the solvents. Use in a well-ventilated room. Open doors and/or windows to ensure airflow and air changes. Use local exhaust ventilation to remove airbome contaminants from employee breathing zone and to keep contaminants below levels listed above. With normal use,the Exposure Limit Value will not usually be reached.When limits approached,use respiratory protection equipment. Filename:W-0711 LoVoc 7.15ads Page 1 of 2 7/15/2015 9:50 AM WELDxON, GHS SAFETY DATA SHEET Date Revised: JUL 2015 WELD-ON®711 T" Low VOC PVC Plastic Pipe Cements Supersedes APR2015 SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance: Gray,heavy syrupy liquid Odor: Ketone Odor Threshold: 0.88 ppm(Cyclohexanone) pH: Not Applicable Melting/Freezing Point: -108.5°C(-163.3°F)Based on first melting component:THF Boiling Range: 56°C(133°F)to 156°C(313°F) Boiling Point: 56°C(133°F)Based on first boiling component:Acetone Evaporation Rate: >1.0(BUAC=1) Flash Point: -20°C(-4°F)TCC based on Acetone Flammability: Category 2 Specific Gravity: 0.966©23°C(73°F) Flammability Limits: LEL: 1.1%based on Cyclohexanone Solubility: Solvent portion soluble in water. Resin portion separates out. UEL: 12.8%based on Acetone Partition Coefficient n-octanol/water: Not Available Vapor Pressure: 190 mm Hg @ 20°C(68°F)Acetone Auto-ignition Temperature: 321°C(610°F)based on THF Vapor Density: >2.0(Air=1) Decomposition Temperature: Not Applicable Other Data:Viscosity: Heavy bodied VOC Content: When applied as directed,per SCAQMD Rule 1168,Test Method 316A,VOC content is:<510 g/I. SECTION 10 - STABILITY AND REACTIVITY Stability: Stable Hazardous decomposition products: None in normal use. When forced to burn,this product gives off oxides of carbon,hydrogen chloride and smoke. Conditions to avoid: Keep away from heat,sparks,open flame and other ignition sources. Incompatible Materials: Oxidizers,strong acids and bases,amines,ammonia I SECTION 11 - TOXICOLOGICAL INFORMATION Toxicity: LDso LCso Target Organs Tetrahydrofuran(THF) Oral:2842 mg/kg(rat) Inhalation 3 hrs.21,000 mg/m'(rat) STOT SE3 Methyl Ethyl Ketone(MEK) Oral:2737 mg/kg(rat),Dermal:6480 mg/kg(rabbit) Inhalation 8 hrs.23,500 mg/m'(rat) STOT SE3 Cyclohexanone Oral:1535 mg/kg(rat),Dermal:948 mg/kg(rabbit) Inhalation 4 hrs.8,000 PPM(rat) Acetone Oral:5800 mg/kg(rat) Inhalation 50,100 mg/m'(rat) STOT SE3 Reproductive Effects Teratotienleity Mutatleniclty Embryotoxtchy Sensitization to Product Synergistic Products Not Established Not Established Not Established Not Established Not Established Not Established SECTION 12 ECOLOGICAL INFORMATION Ecotoxicity: None Known Mobility: In normal use,emission of volatile organic compounds(VOC's)to the air takes place,typically at a rate of<510 g/I. Degradability: Not readily biodegradable Bloaccumulation: Minimal to none. SECTION 13 - WASTE DISPOSAL CONSIDERATIONS x Follow local and national regulations. Consult disposal expert. SECTION 14 TRANSPORT INFORMATION Proper Shipping Name: Adhesives Hazard Class: 3 EXCEPTION for Ground Shipping Secondary Risk: None DOT Umited Quantity:Up to 5L per inner packaging,30 kg gross weight per package. Identification Number: UN 1133 Consumer Commodity:Depending on packaging,these quantities may qualify under DOT as"ORM-D" Packing Group: PG II Label Required: Class 3 Flammable Liquid TDG INFORMATION Marine Pollutant: NO TDG CLASS: FLAMMABLE UQUID 3 SHIPPING NAME: ADHESIVES UN NUMBER/PACKING GROUP: UN 1133,PG II SECTION 15 - REGULATORY INFORMATION Precautionary Label Information: Highly Flammable,Irritant,Cam.Cat.2 Ingredient Listings: USA TSCA,Europe EINECS,Canada DSL,Australia Symbols: F,Xi AICS,Korea ECL/TCCL,Japan MITI(ENCS) Risk Phrases: R11:Highly flammable. R66:Repeated exposure may cause skin dryness or cracking R20-Harmful by inhalation. R67:Vapors may cause drowsiness and dizziness R36/37:Irritating to eyes and respiratory system. Safety Phrases: S9:Keep container in a well-ventilated place. S26:In case of contact with eyes,rinse immediately with plenty of water and seek medical advice. S16:Keep away from sources of ignition-No smoking. S33:Take precautionary measures against static discharges. S25:Avoid contact with eyes. S46:If swallowed,seek medical advise immediately and show this container or label. SECTION 16 - OTHER INFORMATION Specification Information: Department issuing data sheet: IPS,Safety Health It Environmental Affairs All ingredients are compliant with the requirements of the European E-mail address: <EHSinfo©ipscorp.came Directive on RoHS(Restriction of Hazardous Substances). Training necessary: Yes,training in practices and procedures contained in product literature. Reissue date 1 reason for reissue: 7/15/2015/Updated GHS Standard Format Intended Use of Product: Solvent Cement for PVC Plastic Pipe This product is intended for use by skilled individuals at their own risk.The information contained herein is based on data considered accurate based on current state of knowledge and experience.However,no warranty is expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof. Filename:W-0711LoVoc7-15es Pepe 2of2 7/15/20159'50 AM WELDxQN, GHS SAFETY DATA SHEET • Date Revised APR 2017 WELD-ON®P-7Oro Low VOC Primer for PVC and CPVC Plastic Pipe supersedes FEB 2017 SECTION I -PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: WELD-ON®P-70ie Low VOC Primer for PVC and CPVC Plastic Pipe PRODUCT USE: Low VOC Primer for PVC and CPVC Plastic Pipe SUPPLIER: MANUFACTURER: IPS Corporation 17109 South Main Street,Gardena,CA 90248-3127 P.O.Box 379,Gardena,CA 90247-0379 Tel.1-310-898-3300 EMERGENCY:Transportation:CHEMTEL Tel 800.255-3924,+1 813-248-0585(International) Medical:CHEMTEL Tel.800.255-3924,+1 813-248-0585(International) SECTION 2 - HAZARDS IDENTIFICATION "' GHS CLASSIFICATION: Health Environmental Physical Acute Oral Toxicity. Category 4 Acute Toxicity: None Known Flammable Liquid Category 2 Skin Irritation: Category 3 Chronic Toxicity. None Known Skin Sensitization: NO Carcinogenity Category 2 Eye: Category 2 GHS LABEL: O ® SipDanW�ord: WHMIS CLASSIFICATION: CLASS B,DIVISION 2 r CLASS D,DIVISION 2B Hazard Statements Precautionary Statements H225:Highly flammable liquid end vapor P210:Keep away from heat/sparks/open flames/hot surfaces-No smoking H319:Causes serious eye irritation P261:Avoid breathing dustiume/gae/mistNapora/spray H332:Harmful if inhaled P280:Wear protective gloves/protective clothing/eye protection/face protection H335:May cause respiratory irritation P304+P340:IF INHALED:Remove victim to fresh air and keep at rest in a position comfortable for breathing H336:May cause drowsiness or dimness P403+4,233:Store in a well ventilated place.Keep container tightly dosed H351:Suspected of causing cancer P501:Dispose of contents/container in accordance wear local regulation EUH019'.May form explosive peroxides SECTION 3 - COMPOSITION/INFORMATION ON INGREDIENTS CASE EINECS REACH CONCENTRATION Pre-registration Number %by Weight Tetrahydrofuran(THE) 109-99-9 203-726-8 05-2116297729-22-0000 45-59 Methyl Ethyl Ketone(MEK) 78-93-3 201-159-0 05-2116297728-24-0000 19.29 Cyclohexanone 108-94-1 203-631-1 05-2116297718-25-0000 5-15 Acetone 67-64-1 200-662-2 05-2116297713-35-0000 5-20 All of the constituents of this adhesive product are listed on the TSCA inventory of chemical substances maintained by the US EPA or are exempt from that listing. •Indicates this chemical is subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-to-Know Act of 1986(40CFR372). #indicates that this chemical is found on Proposition 65's List of chemicals known to the State of California to cause cancer or reproductive toxicity. SECTION 4 - FIRST AID MEASURES Contact with eyes: Flush eyes immediately with plenty of water for 15 minutes and seek medical advice immediately. Skin contact: Remove contaminated clothing and shoes. Wash skin thoroughly with soap and water. If irritation develops,seek medical advice. Inhalation: Remove to fresh air. If breathing is stopped,give artificial respiration. If breathing is difficult,give oxygen. Seek medical advice. Ingestion: Rinse mouth with water.Give 1 or 2 glasses of water or milk to dilute. Do not induce vomiting. Seek medical advice immediately. Likely Routes of Exposure: Inhalation,Eye and Skin Contact Acute symptoms and effects: Inhalation: Severe overexposure may result in nausea,dizziness,headache. Can cause drowsiness,irritation of eyes and nasal passages. Eye Contact: Vapors slightly uncomfortable. Overexposure may result in severe eye injury with comeal or conjunctival inflammation on contact with the liquid. Skin Contact: Liquid contact may remove natural skin oils resulting in skin irritation. Dermatitis may occur with prolonged contact. Ingestion: May cause nausea,vomiting,diarrhea and mental sluggishness. Chronic(long-term)effects: Category 2 Carcinogen I SECTION 5 - FIREFIGHTING MEASURES • Suitable Extinguishing Media: Dry chemical powder,carbon dioxide gas,foam,Halon,water fog. HMIS NFPA 0-Minimal Unsuitable Extinguishing Media: Water spray or stream. Health 2 2 1-Slight Exposure Hazards: Inhalation and dermal contact Flammability 3 3 2-Moderate Combustion Products: Oxides of carbon and smoke Reactivity 0 0 3-Serious PPE B 4-Severe Protection for Firefighters: Self-contained breathing apparatus or full-face positive pressure airline masks. SECTION 6 - ACCIDENTAL RELEASE MEASURES Personal precautions: Keep away from heat,sparks and open flame. Provide sufficient ventilation,use explosion-proof exhaust ventilation equipment or wear suitable respiratory protective equipment. Prevent contact with skin or eyes(see section 8). Environmental Precautions: Prevent product or liquids contaminated with product from entering sewers,drains,soil or open water course. Methods for Cleaning up: Clean up with sand or other inert absorbent material. Transfer to a closable steel vessel. Materials not to be used for clean up: Aluminum or plastic containers SECTION 7 - HANDLING AND STORAGE • Handling: Avoid breathing of vapor,avoid contact with eyes,skin and clothing. Keep away from ignition sources.use only electrically grounded handling equipment and ensure adequate ventilation/fume exhaust hoods. Do not eat,drink or smoke while handling. Storage: Store in ventilated room or shade below 44°C(110°F)and away from direct sunlight. Keep away from ignition sources and incompatible materials:caustics,ammonia,inorganic acids,chlorinated compounds,strong oxidizers and isocyanates. Follow all precautionary information on container label,product bulletins and solvent cementing literature. SECTION 8 - PRECAUTIONS TO CONTROL EXPOSURE/PERSONAL PROTECTION Component ACGIH TLV ACGIH STEL OSHA PEL OSHA STEL O8eA CADOSHA CADOSHA CAL/OSHA STEL EXPOSURE LIMITS: PEL-CeYq PEL ceiling Tetrahydrofuran(THF) 50 ppm 100 ppm 200 ppm WE WE 200 ppm WE 250 ppm Methyl Ethyl Ketone(MEK) 200 ppm 300 ppm 200 ppm N/E WE 200 ppm N/E 300 ppm Cyclohexanone 20 ppm 50 ppm 50 ppm WE N/E 25 ppm WE WE Acetone 500 ppm 750 ppm 1000 ppm WE N/E 500 ppm 3000 ppm 750 ppm Engineering Controls: Use local exhaust as needed. Monitoring: Maintain breathing zone airborne concentrations below exposure limits. Personal Protective Equipment(PPE): Eye Protection: Avoid contact with eyes,wear splash-proof chemical goggles,face shield,safety glasses(spectacles)with brow guards and side shields, etc.as may be appropriate for the exposure. Skin Protection: Prevent contact with the skin as much as possible.Butyl rubber gloves should be used for frequent immersion. Use of solvent-resistant gloves or solvent-resistant barrier cream should provide adequate protection when normal adhesive application practices and procedures are used for making structural bonds. Respiratory Protection: Prevent inhalation of the solvents. Use in a well-ventilated room.Open doors and/or windows to ensure airflow and air changes. Use local exhaust ventilation to remove airborne contaminants from employee breathing zone and to keep contaminants below levels listed above. With normal use,the Exposure Limit Value will not usually be reached.When limits approached,use respiratory protection equipment. Filename.W-OP70LoVoc 4-17.xis Page 1 of2 428/20172:03 PM WELE0(QN GHS SAFETY DATA SHEET Date Revised: APR 2017 WELD-ONO P-70"'Low VOC Primer for PVC and CPVC Plastic Pipe Supersedes FEB2017 I SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance: Clear or purple,thin liquid Odor: Ethereal Odor Threshold: 0.88 ppm(Cyclohexanone) pH: Not Applicable Melting/Freezing Point: -108.5°C(-163.3°F)Based on first melting component:THF Boiling Range: 56°C(133°F)to 156°C(313°F) Bolling Point: 56°C(133°F)Based on first boiling component:Acetone Evaporation Rate: >1.0(BUAC=1) Flash Point: -20°C(-4°F)TCC based on Acetone Flammability: Category 2 Specific Gravity: 0.858©23°C(73°F) Flammability Limits: LEL: 1.1%based on Cyclohexanone Solubility: Solvent portion soluble in water. UEL: 12.8%based on Acetone Partition Coefficient n-octanoilwater. Not Available Vapor Pressure: 190 mmHg©20°C(88°F)Acetone Auto-Ignition Temperature: 321°C(610°F)based on THF Vapor Density: >2.0(Air=1) Decomposition Temperature: Not Applicable Other Data:Viscosity: Water-thin VOC Content: When applied as directed,per SCAQMD Rule 1168,Test Method 316A,VOC content is:<550 g/I. SECTION 10 - STABILITY AND REACTIVITY Stability: Stable Hazardous decomposition products: None in normal use. When forced to burn,this product gives off oxides of carbon and smoke. Conditions to avoid: Keep away from heat,sparks,open game and other ignition sources. Incompatible Materials: Oxidizers,strong acids and bases,amines,ammonia SECTION 11 - TOXICOLOGICAL INFORMATION Toxicity: LDeo LCea Target Organs Tetrahydrofuran(THF) Oral:2842 mg/kg(rat) Inhalation 3 hrs.21,000 mg/ms(rat) STOT SE3 Methyl Ethyl Ketone(MEK) Oral:2737 mg/kg(rat),Dermal:6480 mg/kg(rabbit) Inhalation 8 hrs.23,500 mg/ms(rat) STOT SE3 Cyclohexanone Oral:1535 mg/kg(rat),Dermal:948 mg/kg(rabbit) inhalation 4 hrs.8,000 PPM(rat) Acetone Oral:5800 mg/kg(rat) Inhalation 50,100 mg/m'(rat) STOT SE3 Reproductive Effects Teratooenlcity Mutagenlcity Embryotoxicity Sensitization to Product Synergistic Products Not Established Not Established Not Established Not Established Not Established Not Established SECTION 12 - ECOLOGICAL INFORMATION t Ecetoxicity: None Known Mobility: In normal use,emission of volatile organic compounds(VOC's)to the air takes place,typically at a rate of<550 g/I. Degradability: Not available Bioaccumulation: Minimal to none. I SECTION 13 - WASTE DISPOSAL CONSIDERATIONS 111111111.111111 Follow local and national regulations. Consult disposal expert. SECTION 14 -TRANSPORT INFORMATION Proper Shipping Name: Flammable Liquid,n.o.s.(Acetone,Tetrahydrofuran) Hazard Class: 3 Secondary Risk: None EXCEPTION for Ground Shipping Identification Number: UN 1993 DOT Limited Quantity:Up to 1 L per inner packaging,30 kg gross weight per package. Packing Group: PG II Consumer Commodity:Depending on packaging,these quantities may qualify under DOT as"ORM-D". Label Required: Class 3 Flammable Liquid Marine Pollutant: NO TDG INFORMATION TDG CLASS: FLAMMABLE LIQUID 3 SHIPPING NAME: Flammable Liquid,n.o.s.(Acetone,Tetrahydrofuran) UN NUMBER/PACKING GROUP: UN 1993,PG II I SECTION 15 - REGULATORY INFORMATION 1.111111.1111111111. Precautionary Label Information: Highly Flammable,Irritant,(Cart.-THF)Cat.2 Ingredient Listings: USA TSCA,Europe EINECS,Canada DSL,Australia Symbols: F,Xi AICS,Korea ECL/TCCL,Japan MITI(ENCS) Risk Phrases: R11:Highly flammable. R20:Harmful by inhalation. R66:Repeated exposure may cause skin dryness or cracking R36/37:Irritating to eyes and respiratory system. R67:Vapors may cause frowsiness and dizziness Safety Phrases: S9:Keep container in a well-ventilated place. S26:In case of contact with eyes,rinse immediately with plenty of water and seek medical advice. S16:Keep away from sources of ignition-No smoking. S33:Take precautionary measures against static discharges. S25:Avoid contact with eyes. S46:If swallowed,seek medical advise immediately and show this container or label. Compliant SUS for OHS:HazCom 2012/United States This SOS was prepared in accordance with European Regulation(EC)No 1272/2008 on classification,labelling and packaging of substances and mixtures. SECTION 16 - OTHER INFORMATION 11111 Specification Information: Department issuing data sheet: IPS,Safely Health 8 Environmental Affairs E-mail address: <EHSinfo(gipscorp.com> Training necessary: Yes,training in practices and procedures contained in product literature. Reissue date I reason for reissue: 4/28/20171 Updated GHS Standard Format Intended Use of Product: Primer for PVC and CPVC Plastic Pipe This product is intended for use by skilled individuals at their own risk.The information contained herein is based on data considered accurate based on current state of knowledge and experience.However,no warranty is expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof. Rename:W-OP70LoVoc 4-17.31s Page 2 of 2 4282017 2:03 PM PRODUCT BULLETIN UVEL *QN P-70TM IPS CORPORATION INDUSTRIAL GRADE LOW VOC PRIMER FOR PVC AND CPVC PIPES GENERAL DESCRIPTION: WELD-ON®P-70TM is an industrial grade,low VOC emission, non-bodied,fast acting,primer.The strong,aggressive action of P-70 primer rapidly softens and dissolves the joining surfaces of PVC and CPVC pipe and fittings. The benefit of this priming action is especially noticeable on parts being joined together in cold weather.Available in clear and purple;the latter allows easy identification when used on the joining surfaces. APPLICATION: WELD-ON P-70 primer,when used in conjunction with appropriate WELD-ON solvent cements,will make consistently strong,well- fused joints. It is essential that the joining surfaces of pipe and fittings be softened and remains softened prior to assembly.The main function of the primer is to expedite the penetration and softening of the surfaces. Its rate of penetration into the joining surfaces is more rapid than that of solvent cement alone.P-70 primer is suitable for use with all types,classes and schedules of PVC and CPVC pipe and fittings. It is specially recommended for use on Schedule 80 and large pipe size. Detailed directions on making solvent cemented joints are printed on the container label.An installation DVD/CD covering solvent cementing is available. It not only describes the basic principles of solvent cementing, but also covers the handling, storage and use of our products. It is highly recommended that the installer review the instructions supplied by the pipe and fitting manufacturer. NOTE: WELD-ON solvent cements must never be used in a CPVC system using or being tested by compressed air or gases; including air-over-water booster. AVAILABILITY: Both WELD-ON P-70 clear and purple primers are available in %pint(118 ml), '/:pint(237 ml), pint(473 ml), quart(946 ml) and gallon(3.785 I)metal cans. For detailed information on containers and applicators, see our current Price List. STANDARDS AND CERTIFICATION LISTINGS: el O • Meets ASTM F 656 Standard � • Meets SCAQMD Rule 1168/316A ® • Compliant with LEED®(Leadership in Energy and Environmental Design). When using this WELD-ON low IPW1DW,SWI Purple Only VOC product, credit can be claimed for LEED Green Building Rating System—Indoor Environmental Quality. • Listed by NSF International for compliance with ASTM F 656,NSF/ANSI Standard 14,and NSF/ANSI Standard 61 for use on potable water,drain,waste,vent and sewer applications. • WELD-ON P-70 Purple Only-Listed by IAPMO for compliance with ASTM F 656 and applicable sections of the latest edition of the Uniform Plumbing Code®. SPECIFICATIONS: COLOR: Clear or Purple SPECIFIC GRAVITY: 0.858±0.040 BROOKFIELD VISCOSITY: Water Thin SHELF LIFE: 3 years in tightly sealed containers. The date code of manufacture is stamped on the bottom of the container. Stability of the product is limited by the evaporation of the solvent when the container is opened.Adding of solvents is not recommended and may significantly change the properties of the primer. QUALITY ASSURANCE: WELD-ON P-70 primer is carefully evaluated to assure that consistent high quality is maintained. Fourier transform infrared spectroscopy, gas chromatography, and additional in depth testing ensures each batch is manufactured to exacting standards.A batch identification code is stamped on each can and assures traceability of all materials and processes used in manufacturing this product. SHIPPING: For One Liter and Above For Less than One Liter Proper Shipping Name: Flammable Liquid Proper Shipping Name:Consumer Commodity n.o.s. (Methyl Ethyl Ketone,Tetrahydrofuran) Hazard Class:ORM-D Hazard Class: 3 Identification Number: UN 1993 Packing Group: II Label Required: Flammable Liquid SAFETY AND ENVIRONMENTAL PRECAUTIONS: This product is flammable and considered a hazardous material. In conformance with the Federal Hazardous Substances Labeling Act, the following hazards and precautions are given. Purchasers who repackage this product must also conform to all local, state and federal labeling,safety and other regulations.VOC emissions do not exceed 550 grams per liter. Copyright©2010 by IPS Corporation P70-07-2010 DANGER:EXTREMELY FLAMMABLE. VAPOR HARMFUL. MAYBE HARMFUL IF SWALLOWED. MAY IRRITATE SKIN OR EYES. Keep out of reach of children. Do not take internally. Keep away from heat, spark, open flame and other sources of ignition. Vapors may ignite explosively. Solvent cement vapors are heavier than air and may travel to source(s)of ignition at or near ground or lower level(s)and flash back. Keep container closed when not in use. Store between 40°F(5°C)and 110°F(44°C).Avoid breathing of vapors. Use only in well- ventilated area. If confined or partially enclosed, use forced ventilation. When necessary, use local exhaust ventilation to remove harmful airborne contaminants from employee breathing zone and to keep contaminates below 25 ppm TWA.Atmospheric levels must be maintained below established exposure limits contained in Section II of the Material Safety Data Sheet(MSDS). If airborne concentrations exceed those limits, use of a NIOSH approved organic vapor cartridge respirator with full face-piece is recommended.The effectiveness of an air-purifying respirator is limited. Use it only for a single short-term exposure. For emergency and other conditions 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 this product.Avoid contact with skin,eyes and clothing.May cause eye injury.Protective equipment such as gloves,goggles and impervious apron should be used.Carefully read Material Safety Data Sheet and follow all precautions. Do not use this product for other than intended use. "SARA Title III Section 313 Supplier Notification":This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-to-Know Act(EPCRA)of 1986 and of 40CFR372.This information must be included in all MSDS that are copied and distributed for this material. FIRST AID: Inhalation: If overcome with vapors, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen.Call physician. Eye Contact: Flush with plenty of water for 15 minutes and call a physician. Skin Contact: Wash skin with plenty of soap and 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 or poison control center immediately. SPECIAL PRECAUTION: Do not use a dry granular calcium hypochlorite as a disinfecting material for water purification in potable water piping systems.The introduction of granules or pellets of calcium hypochlorite with PVC and CPVC solvent cements and primers(including their vapors)may result in a violent chemical reaction if a water solution is not used. It is advisable to purify lines by pumping chlorinated water into the piping system —this solution will be nonvolatile. Furthermore, dry granular calcium hypochlorite should not be stored or used near solvent cements and primers. IMPORTANT NOTE: This product is intended for use by skilled individuals at their own risk. These suggestions and data are based on information we believe to be reliable. Installers should verify for themselves that they can make satisfactory joints under varying conditions.Toward this end, it is highly desirable that they receive personal instruction from trained instructors or competent, experienced installers. Contact IPS®Corporation or your supplier for additional information or instructions. WARRANTY: IPS® Corporation ("IPS Corp.") warrants that all new IPS Corp. products shall be of good quality and free from defects in material and workmanship for the shelf life as indicated on the product. If any IPS Corp. product becomes 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 loss resulting from accident, misuse, negligent use, improper application, or incorporation of IPS Corp. products into other products. In addition, any repackaging of IPS Corp. products also shall void the limited warranty. IPS Corp. shall not be responsible for, nor does this limited warranty extend to, consequential damage, or incidental damage or expense, including without limitation, injury to persons or property or loss of use. Please refer to our standard IPS Corp. Limited Warranty for additional provisions. 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. 455 W.Victoria Street 500 Distribution Parkway Compton,CA 90220 U.S.A. Collierville,TN 38017 U.S.A. Tel:310.898.3300 Tel:901.853.5001 �,`1 MAN, Wit Gray Lac Osborrie,In c. ® Fax:310.898.3392 Fax:901.853.5008 a CONSULTING ENGINEERS CORPORATION ISO 8001: 2 0 0 e By: DRS Date:12/6/22 Customer Service:800.888.8312 www.ipscorp.com • \:•!•• 4111161 VWAm Washington.State, ' Department of Transportation Request for Approval of Material Contract Number FA Number SR Date LAG 20-065 NA Duvall Ave 8)24/2021 Section/TRW of-Project County Duvall Ave NE Ichg Contractor 'Subcontractor Reed.Trucking and Excavating Green City this.form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only b-e.retumed for information that was•omitted. RAM# 43 PE Use Bid item Material or Name and Location of Fabricator, Specification P.EJOPL Hthitr.R)F5t. liCtUse No. Productrfype Manufacturer or Pit Number Reference Code Code A72 Irrigation HD Fowler Company;Bellevue,WA 8-03.5;PS LSO System 10. • Project Engineer/Representativer,— ) Date State Materials Engineer/Representative Date .908/21 -Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 78atisfactory"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. See Accepta nce Criteria; Catalog Cuts for'Acceptance'prior.to use-of material.Catalog.Cut ApprOved 12_1 Yes!Lj. 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. 71: Acceptance Criteria: Request Transmitted-to.State Materiats Laboratory for Approval Action. 0 Source ApproVed.., 9. Approval Withheld: 'Submit samples for preliminary evaluation, • • . , )Approval Withheld 4k010,C4c17 tuttidi7:01ilmerit$ it Miscellaneous Acceptance Criteria., Remarks SObtriitprimer-094 (PE): Submit Union WI brass insert Rernarks'ti.i0if low xibitige..Wire •• (HQ); - • '17 " ' • r54156iit'Hard,:di.a0 copper type threaded brass per• -• • s-e6-111611iiitj61.iferii§ Exceptions teke "frilalio.toiTebfibiisAtifed,k,'k4nd "Rejected " See individual items for further remarks DOT Form 350-071 Project Engineer Dietribution, Revised 0312021 0.Contracter Region Operations Engineer El Fabrication Inspection 12 Region Materials El Slate Materials Lab-MS 47385 L 1 , .** * ** '•' : • 1 CONTRACTOR: ' - . - - . . 1 Green City INC. . • ''.: "0 ,,. ... ,....-/ 88t hoo25S.7t7.a 8 2 , . . ,, . , ,... .,- - .,.., i Tel.R7 2e°n t 4No 2n.15 C 19., Submittal: Duvall Avenue NE . F .F. - ' - ' ' - COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425)649-4692 Fax Duvall Avenue NE PIPE & FITTINGS H . D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425) 649-4692 Fax HD Fowler Company Submittal Sec.5:Ln 9 NSF Certified Vendor 74630 SOLVENT WELD /A-4% JM ogle fry,iiiaddf�e_lcr rr:iin.rrow- SUBMITTAL AND DATA SHEET PVC SOLVENT WELD - (SCHEDULE SERIES) Dual marking for both Pressure and Drain, Waste, Vent (DWV) Applicatio: Ni SUBMITTAL. REVIEW JM EAGLE'IPVC SCHEDULE 40/k)WV PIPE Specificattons: ASTM D 1785 & ASTM D2665 X No Exceptions Taken Make Corrections Noted NOM.PIPE SIZE O.D. NOM.I.D. MIN.T. W/ Amend &Resubmit (IN) (IN) (IN) (IN) RAT Rejected-See Rernafks 1/2 0.840 0.609 0.109 IMPORTANT NOTICE:This review 3/4 1,050 0.810 0.113 does not relieve the Contractor from 1 1.315 1.033 0.133 responsibility to comply&conform 1-1/4 1.660 1.363 - 0.140 with the Plans, Specifications. and 1 1,900 1.593 0.145 Contract Documents. 2 2.375 2.049 0.154 2-1/2 2.875 2,445 0,203 4151) 3 3.500 3.042 0.216 kiwi'?8r Chiboarrke,LOON 4 4.500 3.998 0.237 cotE;uwc ENGINEERS 6 6.625 7.942 0.322 By: MB Date: /23/21 8 8.625 7.942 0.322 10 10.750 9.976 0.365 140 r.4110 12 12.750 11.889 0.406 130 10.333 14 14.000 13.073 0.437 130 12.220 16 16.000 14.940 0.500 130 15.980 Standard Color White,Standard Length 10'; 20', -lain End and Belled End. Purple color for reclaim,contact your sales rep for availability, JM EAGLE' PVC SCHEDULE 80 PIPE Specifications: ASTM D1785 : Listed ANSI/NSF-PW Standard 61,Standard 14 NOM.PIPE SIZE 0.0. NOM.1.0. MIN.T. WATER PRESSURE APPROX.WEIGHT (IN) (IN) (IN( (IN) RATING AT 23'C(73"F) (LBS/FT) 1/2 0.840 0.528 0.147 850 0.210 3/4 1.050 0.724 0.154 690 0.285 1 1.315 0.936 0,179 630 0.419 1-1/4 1.660 1.255 0.191 520 0.579 1-1/2 1.900 1.476 0.200 470 0.701 2 2.375 1.913 0.218 400 0.969 2-1/2 2.875 2.290 0.276 420 1.479 3 3.500 2.864 0.300 370 1.979 4 4,500 3.786 0.337 320 2.892 6 6.625 5.709 0.432 280 5.516 8 8.625 7.565 0.500 250 8.336 10 10.750 9.493 0.593 230 12.375 12 12.750 11.294 0.687 230 17.027 Standard Color Dark Gray, Standard Length; 20'overall, 111111.11.Product Standard: ASTM D1785 Pressure Pipe Plain End Only Pipe Compound: ASTM D1784 Cell Class 12454 t Available in Western Region Only. Installation: JM Eagle"Installation Guide I.D. :Inside Diameter O.D.:Outside Diameter T. :Wall Thickness . , . HD Fowler Company Submittal Sec, 10:Ln 10:Sec. 10:Ln 11:Sec. 10:Ln 12 Vendor 74630 SOLVENT WELD 8u114 Ps3e„ JM4agle InIa�Clf¢rwmOrroW- SUBMITTAL AND DATA SHEET . JM EAGLE" PVC SOLVENT WELD PRESSURE RATED PIPE Specifications: ASTM D2241 Listed ANSI/NSF - PW Standard 81.Standard 14 NOM. 100 psi/ 125 psi/ 160 pst/ PIPE SUEO.D. SDR 41 NOM.I.D. SOR 32.5 NOM.I.D. SDR 26 NOM.1.0. (IN) IIN) MIN.T. (IN) MIN.T. (INI MIN T. (IN) (IN) (IN) IIN) 1/2 0 840 - -- - - - 3/4 1.060 - - -- - - - 1 1 315 0.080 1.188 1-1/4 1.650 - - L.Uth. 1,533 0-004 1.524 1-1/2 1 900 C 060 1.773 0.073 1.745 2 2.375 - - C.073 2.220 0.091 2.182 2-1/2 2.875 - - 0,088 2.888 0.110 2.842 3 3.500 0.085 3.320 i 0.108 3,271 0.135 3.214 4 4.500 0.110 4.267 0,138 4.207 0.173 4.133 - 6 5.563 0.136 5.275 0.171 5.200 0,214 5.100 6 6.625 0.162 6.282 0.204 6.193 0255 6.064 8 8 625 0.210 8.180 0.265 8,063 0.332 7:921 10 10.750 0.262 10.195 0.331 10.048 0.413 9.874 12 12.750 0.311 12 09' 0 397 11,919 0.490 11.711 J ISM. 200 psil 250 psi., 818 eel/ O.D P MILE . 50R 21 NOM.ID SDR 17 NOM,1.0. 808E 18. MOM.LQ ON) ON) MIN.T. (IN) MIN_T. ;IN) Mel.T. on ON) (IN) 811) 112 0.840 - - - - - 0.082 0.709 3/4 1.050 0.060 0.923 4 0.062 0.919 0.078 0 885 4411111011111W 1.315 0.083 1.181 0.077 1.152 0.097 ' 109 41111ZE1110` 1 660 0.079 1 493 C 098 1.452 0 123 ' .399 IllarIMAII. 1.900 0.090 1.709 0.112 1.5E3 .3.14' 1.501 -2 2 375 0.113 2 t 35 0.140 2 078 0.176 2.002 2-1/2 2 875 0.137 2.585 0.189 2.517 0213 2 423 3 3 500 0.167 3.146 0.208 3 0113 0 259 2 951 - -) 4 4 500 0.214 4.046 C.265 3.938 .3.333 3 794 5 5 563 0.265 5.001 0 327 4.870 3 412 4.690 8 6.625 _ �0 316 5,955 0.390 -5.798 0 4 9' 5.584 8 8.625 0.410 7.758 0.508 7 813 - - 10 10.750 0.511 - 9.067 _.�- 0.632 94.0 -- - 12 12.750 0.606 11.485 0.750 11.160 - - IMMO Product Standard: ASTM D2241 Pressure Pipe .:Standard Color:While. Standard Length:20'Overall.Belled End Only. Pipe Compound: ASTM D1764 Cell Class 12464 Purple color t r reclaim.contact your sales rep for avellabURy. Car It.cae ors: ANSIM1SF Standard 81 1 available In Western Region Only. ANSI/NSF Standard 14 ' Prior to ordering or specifying,please consult JM Eagle-for product End Finish: Plain End or Belled End and/or listing availabitty. Pipe Lengtn: 20 teat overall Instagatcn: JM Eagle'Installation Cxade Engineer Addition � Washington Stale �// Oapartment o1;ranspo�ta11on Qualified Product List Product Information Manufacturer : JM Eagle, Stockton - CA Product Name : PVC Pipe Standard Spec : 9-30.1(5)B, Pipe - Water Distribution - Polyvinyl Chloride (PVC) - Pipe (4-inch and under) Product Description : Schedule 40 and 80 PVC pipe: for water distribution systems 1/2-inch to 4-inch 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 Contractors with WSDOT Click here for Contractor Product Info Page ,pyrght WSDOT© 2016 HD Fowler Company Submittal Sec.5:Ln 9 NSF Certified Vendor 67400 CREJ'LIilE-N ,west [PVC PRESSURE SCHEDULE 40 CNWPVC.44 JANUARY,2012 ML A UKU I(NY VAX I NUMMtI. WEIGHT FEET PERCENT MIN. MIN. PER PER OF BELL PART SIZE O.D. 1.D. WALL 100' PALLET TL LENGTH NO. .840 .622 .109 16.18 8400 2.5 2.000 42015 1.050 .824 .113 21.58 6800 3.0 2.125 42030 20'BELLED END 1 1.315 1.049 .133 32.00 5400 3.7 2.375 42046 SCH 40 1`. 1.660 1.380 .140 43.40 4000 3.2 2.750 42056 PREsS,R> `,=-� 1.900 1.610 .145 51.83 3600 3.9 3.000 42070 PVC1120 2' 2.375 2.087 .154 69.71 2800 4.9 3.000 42085 ASTM D-1785 2% 2.875 2.469 .203 110.57 2240 5.0 3.500 42102 3• 3.500 3.068 .216 144.82 1500 5.4 4.000 42111 4• 4.500 4.026 .237 206.19 580 3.6 4.000 42120 �-� 5 5.563 5.047 .255 289.01 460 4.2 7.000 47707 (NS ) PW 6• 6.625 6.085 .260 383.36 400 5.6 8.000 42130 8• 8.625 7.061 .332 581.77 280 6.2 7.000 47735 10' 10.750 10.020 .365 775. SUBMITTAL REVIEW 12' 12.750 11.938 .408 1025 •DUN.RATED ASTIR 0•1785&0-2086 X No Exceptions Taken Make Corrections Noted WEIC Amend &Resubmit MIN. PE Rejected-See Remarks SIZE O.D. I.D. WALL 101 ¶4" .840 .622 .109 16.' IMPORTANT NOTICE.This review does not relieve the Contractor from 10'PLAIN END 1 1.050 .824 .113 21.: responsibility to comply&conform SCH 40 1 1.315 1.049 .133 32.1 with the Plans, Specifications, and ASTM D-1785 1'/. 1.660 1.380 .140 434 Contract Documents. 1'/, 1.900 1.810 .145 51.1 C inay&Osborne,Inc, 2• 2.375 2.087 .154 69.1ISE CONSULnNGENGINEEA6 pw 3• 3.500 3.068 .216 145. By: MB Date: 9/23/21 4• 4.500 4.026 .237 206._. ,,, ,,,,,, 6• 6.625 6.065 .280 383.67 I 200 I 2.8 I 10' I 50880 I •DUAL RATED ASTM D-1765 a D-2865 CRESUNE-NORTHWEST,LLC. CORPORATE HEADOUARTERS:600 CROSS POINTE BOULEVARD-EVANSVILLE,IN 47715.TELEPHONE(812)428-9380 PLANT:223 MAURIN ROAD•CHEHALIS.WA 98532•TELEPHONE(360)740-0708 FAX(380)740-0721 www.cresline.corn HD Fowler Company Submittal Sec, 10:Ln 10:Sec. 10:Ln 11:Sec 10:Ln 12 Vendor 67400 CR EJ'L'n E-NOrthwest, . PVC PR SDR-21 RE PIPE CNWPVC-21 JANUARY,2016 WEIGHT FEET PERCENT MIN. MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. 74 1. •• .840 .716 .062 9.81 8400 2.5 2.000 46105 % 1.050 .930 .060 12.11 6600 3.0 2.125 46157 SOR-21 1111101 1.315 1.189 .063 16.17 5400 3.7 2.375 46207 SOLVENT WELD 1111101`I 20'LENGTH 1.660 1.502 .079 25.59 4000 3.2 2.750 46243 200 PSI IMO 1.900 1.720 .090 33.32 3600 3.9 3.000 46285 PVC1120 ASTM D2241 2 2.375 2.149 .113 52.32 2800 4.9 3.000 46346 2% 2.875 2.601 .137 76.53 2240 5.0 3.500 46410 3 3.500 3.166 .167 113.71 1500 5.4 4.000 46470 Y�r ow 4' 4.500 4.072 .214 192.22 580 3.6 7.000 47275 11�7f 4* 4.950 4.454 .248 246.26 540 4.2 7.000 47966 5• 5.563 5.033 .265 296.52 460 4.2 7.000 47307 6* 6.625 5.993 .316 420.96 400 5.6 7.000 47320 8* 8.625 7.805 .410 710.96 280 6.2 7.000 47335 •STANDARD LENGTH 20'EXCEPT 4-5'DIAMETER WHICH ARE 20 FT.LAY LENGTH. "'SDP 13.5-315 PSI WEIGHT FEET PERCENT MIN. PER PER OF PART SIZE O.D. I.D. WALL 100' PALLET TL NO. 2 2.375 2.149 .113 53.50 2960 5.0 48471 SDR-21 GASKET JOINT 3 3.500 3.166 .167 116.68 1160 4.2 48511 200 PSI PVC1120 4 4.500 4.072 .214 193.02 760 4.0 48531 ASTM D2241 6 6.625 5.993 .316 420.57 400 5.0 48572 8 8.625 7.805 .410 715.32 280 6.2 48591 IC)aN 10 10.750 9.728 .511 1113.20 160 6.2 48600 12 12.750 11.538 .606 1568.19 120 6.7 48610 ALL PRESSURE PIPE IS PRODUCED FROM PVC MATERIAL AS PER ASTM D1784. GASKET JOINT PIPE IS 20 FT.LAYING LENGTH 3 1"WITH INSERTION RING MARKED ON THE BEVELED SPIGOT END OF PIPE. GASKET JOINT PIPE IS PRODUCED WITH AN INTEGRAL BELL END WITH A REINFORCED GASKET CONFORMING TO ASTM F477. . , HD Fowler Company Submittal Sec.5:Ln 9 Vendor 82640 NSF Certified under Atkore w a . Solvent Weld IPS PVC Heritage ... .Aatkore Pressure Rated Pipe Conforms to ASTM D 1785 and ASTM D 1784, cell class 12454 awn • Certified to requirements of ANSI NSF 61 • Product manufactured with one integral solvent-weld bell standard per length • AN pipe is produced in 20-foot overall lengths • Standard coloring of Schedule 40 pressure pipe is white • 1'+f,2',3",4",6',8"Schedule 40 products also cot tfurnl to the Drain,Waste&Vent (DWV)standard ASTM D 2665 NSF Dimensi0ns Water Standard WNW Minimum Approximate , Pressure Crate Oft LD. Wall Weight Per Rating Quantity Part Number Trade Size (evg) (hpprox)..., (inches) j 100(lbs) (psi) (feet) ,/ SCHEDULE 40 4+1 5405020 % 0.840 0.81 0.109 16 600 7,200 5407520 fir. 1050 0.81 0.113 22 480 8,000 5410020 1 1.3'5 1.03 0.133 32 450 5.800 5412520 1 y. 1.660 1.35 0.140 43 370 4,400 5415020 1'Ei 1.900 1.59 0.145 52 330 3,600 5420020 2 2.375 2.05 0.154 69 280 2,100 5425020 21t 2.875 2.44 0.203 110 300 1.460 5430020 3 3.500 3.04 0 SUBMITTAL REVIEW 00 5440020 4 4.500 4.00 0 X No Exceptions Taken 40 5450020 5 5.563 5.02 0 - --- Make Corrections Noted 10 Amend & Resubmit ___ __- 5460020 8 6.625 6.03 0 Rejected-See Remarks ?0 5480020 8 8.625 7.94 0 IMPORTANT NOTICE.This review t0 does not relieve the Contractor from responsibility to comply&conform with the Plans, Spedfications.and Contract Documents. ilUtik k;resy&(314 orn -, Lid-. 'CONS,LT',4:-.;cNGINE.R:; By. MB Date:9/23/21 www.heritageplastics.com I.801 W IPS Sch40 Solvent Weld Data Sheet(i 1 18) HD Fowler Company Submittal Sec. 10:Ln 10:Sec. 10:In 11:Sec. 10:Ln 12 Vendor 82640 Solvent Weld IPS PVC Heritage Pressure Rated Pipe Conforms to ASTM D 2241 and ASTM D 1784, cell class 12454 imam • Certified to requirements of ANSI/NSF 61 • Product manufactured with one integral solvent-weld bell standard per length • All pipe is produced in 20-foot overall lengths • Standard coloring of pipe is white NSF • Dimensions Oodles) Approximate Standard o.a l.o, Minimum Wall welaht Per grate°necta r Part Number Trade Size (atilt) (appmox) (Inches) 100(Ibs) (feet) PR 160-SDR 26 5112520 11/4 1.660 1.52 0.064 21 1 4,400 5115020 t% 1.900 1,75 0.073 27 3,000 i 5120020 2 2375 2.18 0.091 42 2,100 .. .. _. 5125020 2% 2875 264 0.110 62 1,460 5130020 3 3.500 3.21 0.135 92 1,500 I 5140020 4 4.500 4.13 0.173 I 152 j 1.140 5150020 5 5.563 5.11 0.214 232 760 5160020 6 6.625 6.08 0.255 33C 520 5480020 8 3.625 7 94 0.322 559 300 J rPR2oo-soR21 iiim.• 5207520 M, 1.050 0.92 0.060 12 8.000 5210020 C1 `› 1.315 1.18 0.063 16 5,600 5212520 ANEW 1.660 1.49 0.079 25 H-- 4,400 5215020 411110.90 1.900 1,71 0.090 33 3,600 5220020 2 2.375 2.14 0.113 52 2.100 5225020 2% 2.875 2.58 0.137 78 1.460 5230020 3 3.500 3.15 0.167 113 1500 5240020 4 4.500 4.05 0.214 186 1.140 _ 5280020 6 6.625 5.96 0.316 405 520 - 5280020 8 8.625 7.76 0.410 684 300 PR315-SDR 13.5 5305020 l , I 0.840 1 0.071 I 0.462 10 7,200 www.hentagepiastics.com I-802W IPS 160-200-315 Solvent Weld Data Sheet(11.18) � I HD Fowler Company Submittal Sec.5:Ln s NSF Certified Vendor 73760 IPEX by oliaxis Xiitec ® PVC PROCESS PIPING SYSTEM PVC SCHEDULE 40 PRESSURE / DWV IPS SOLVENT WELD PLAIN END / BELL END PIPE LETTER OF COMPLIANCE 121Ms This letter of compliance covers the requirements for 'h" through 24" (12 mm - 600 mm) PVC Schedule 40/DWV Solvent Weld Plain End,Bell End Pipe made to Iron Pipe Sizes(IPS).These products meet or exceed performance standards set by the American National Standards Institute (ANSI), the American Society of Testing and Materials (ASTM), CSA International (CSA), NSF International (NSF), and Underwriters Laboratories of Canada(ULC). Rigid PVC Poly(Vinyl Chloride)used in the manufacturing of Schedule 4WDWV Solvent Weld Plain End/Bell End Pipe complies with the material requirements of ASTM D17$4. Standard Spec cation fir Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. The compound has a cell classification of 12454.The compound is listed with NSF for potable water service. Eeirstded Ph,e: SUBMITTAL REVIEW Schedule 40 pipe in sizes V2"through 24"(12 mm-600 mm)a i for Schedule 40 applications: X No Exceptions Taken ANSUNSF 14 "Plastic Piping System Components and Related) Make Corrections Noted ANSI/NSF 61 "Drinking Water System Components-Health Ej Amend & Resubmit ASTM D1785 "Standard Specification for PolyiVinyl Chloride, Rejected-See Remarks / 120" CSA B137.3 "Rigid Poly(Vinyl Chloride)(PVC)Pipe for Pressu IMPORTANT NOTICE This review CAN/ULC S102.2 "Standard Method of Test for Surface Burning does not relieve the Contractor from and Miscellaneous Materials and Assemblies" responsibility to comply&oonfomr with the Plans, Specifications.and In addition,the same Schedule 40 pipe in sizes I '/."through 24" Contract Documents. standards when used for Drain Waste and Vent applications: 110) ANSI/NSF 14 "Plastic Piping System Components and Related) ANSI/NSF 61 "Drinking Water System Components-Health Eit L . EE ASTM D2665 "Standard Specification for Poly(Vinyl Chloride) cav6u LING arcarr+s and Fittings- By: MB Date:9/23/21 CAN'U LC S 102.2 "Standard Method of Test for Surface Burning and Miscellaneous Materials and Assemblies" IPEX USA LLC www.ipexna.com 1 HD Fowler Company Submittal Sec.5:Ln 9 Vendor.73760 A IIhfaX Page 21... Xirtec140 PVC SCHEDULE 40 PRESSURE /DWV Pipe IPS Solvent Weld Plain End/ Bell End Markin's: Schedule 40/DWV Solvent Weld Plain End/Bell End Pipes arc marked as prescribed in the above applicable standards to indicate size of the pipe,material designation, compliance to standard,and manufacturer's name or trademark. The PVC compound used to produce Schedule 40/DWV Solvent Weld Plain End/Bell End Pipes is listed as having a Flame Spread Rating(FSR)of not more than 50 for equivalent nominal pipe sizes 24"and less,when tested in accordance with CAN/ULC standard S 102.2. Color Caine: Schedule 40JDWV Solvent Weld Plain End/Bell End Pipe are color-coded white. Note: Modifications to our products may occur at any time without notice. Should you require that a product meets a given standard or application. you must ensure that the information provided herein is current by consulting with an IPEX USA LLC representative. Best Regards, Jeff Gallant Vice President,Manufacturing For questions related to these products,Do Not Call the undersigned. Please contact your local IPEX USA LLC Customer Service Representative. Issue Date:2020-02-07 IPEX USA LLC wwa ipexna con ( I. 1 HD Fowler Company Submittal Sec.10:Ln 10:Sec..10:Ln 11:Sec.10:Ln 12 ' Vendor:73760 fa1>>>11>l� IPEx Emis P Solvent Weld Joints' LETTER OF COMPLIANCE Scope: This Ietter of compliance covers the requirements'for PVC.Series Solvent Weld Pressure Pipe made to IPS outside diameters in a broad range of sizes and pressure capabilities. These pipes meet or exceed performance standards set by the American National Standards Institute (ANSI), the American Society for Testing and Materials (ASTM), the American Water Works Association (AWWA),CSA International(CSA)and NSF International(NSF). Series Gasketed Pressure Pipe is available in the following pressure ratings and nominal sizes; Series 100 (SDR41) (100 psi) l "through 16"(12 mm—400 mm) Series 125 (SDR32.5) (125 psi) V2"through 16"(12 mm—400 mm) Series 160 (SDR26) (160 psi) 1/2"through 1.6"(12 mm•—400 mm) .'I.. Series 200 (SDR2 l) (200'psi) 1 "through 16"(12 nim—400-mm) '=I • Series 250 (SDR17) (250 psi) 6"through,1.6"(150 nun—400 mm) Series 310 (SDR1.4) (310 psi) 2"only(50 mm) Series Solvent Weld Pressure Pipes are suitable for potable water supply lines,transmission mains, sewage force mains,.golf course and other irrigation systems,oilfield salt water.disposal, stormwater disposal,well casings,industrial process piping,and.other pressure applications. Material: PVC Poly(Vinyl Chloride) used in the manufacturing of Series Solvent Weld Pressure Pipe complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride)(PVC.) Compounds and • Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification of 12454. The compound is listed with NSF for potable water service. Extruded Pipe: Extruded.Series Solvent Weld Pressure Pipe conforms to the following standards: ANSIINSF 61 "Drinking Water System Components—Health Effects" ASTM D 1599 "Standard Test Method for Short-Time Hydraulic Failure Pressure of Plastic Pipe, Tubing, and Fittings" ASTIvl D 2241 "Standard Specification for Poly(Vinyl Chloride)(PVC)Pressure-Rated Pipe(SDR Series)" Products are manufactured by IPEX Inc.and/or IPEX USA LLC. IPEX USA LLC 3 Place du Commerce,Suite101,Ile.des-Soeurs,Verdun,PO,Canada H3E 1H7 Si'(514)769-2200 lit(800)363.2620 FAX(514)769.1672 wivw.ipexainerica.eo nt M ) r - r HD Fowler Company Submittal Sec.10:Ln 10:Sec.10:Ln 11:Sec.10:Ln 12 Vendor.73760 1 Page 2/.. I F.M Series Pipe Solvent Weld Joints AWWA C905 "Polyvinyl Chloride(PVC)Pressure Pipe and Fabricated Fittings 14" through 48" for Water Transmission and Distribution",except for hydrostatic proof test. CSA B 137.0 "Definitions. General requirements; and Methods of Testing for Thermoplastic Pressure Piping" CSA 11137.3 "Rigid Polyvinyl Chloride(PVC)Pipe ForPressure Applications" Marking: Series Solvent Weld Pressure Pipes are.marked as prescribed in the above applicable standards to indicate size of the pipe,material designation,compliance to standard,and manufacturer's name or trademark. Color Coding: Series Solvent Weld Pressure Pipe is.color-coded white. Yours truly, . 4 Andre Battistin,Eng. Vice President,Manufacturing&Sourcing issue Date:2012-05-04 IPEX USA LLC 3 Place du Commerce,Suite101,ile.des-Soeurs,Verdun,PQ,Canada H3E 1H7 9't(514)76 -2200. (800)363.2623 FAX(514)769.1572 wwv.ipexamerica.00m • , HD Fowler Company Submittal Sec.5:Ln 9 Vendor 78215 NSF Certified IPS Pressure Pipe northern pipe products (1z129.___ I.SCHEDULE 40 PRESSURE PIPE Solvent Weld Pipe Specifications Northern Pipe Products PVC IPS Pressure Rated Schedule 40 Pipe is manufactured from compounds conforming to cell class 12454 in accordance with ASTM D-1784. The Belled End Pipe meets or exceeds specification ASTM D-2672, is made from potable water compounds,and carries the NSF Standard 14 mark of acceptance, The .75" through 12" diameter pipe sizes are also Canadian Standards Association Standard B-137.3 listed. Plain end and bell end pipe sizes 1.25" through 12" are dual marked with specification ASTM D-2665 (Plastic Drain,Waste and Vent Pipe). Pipe standard length is 20'. The .75" through 3" sizes represent overall length and 4" through 16" sizes represent laying length. ►PVC SCHEDULE 40 PRESSURE PIPE t Cell Classification 12454 0 SCH-40 PLAIN END SCH-40 BELL END PIPE NOMINAL PIPE OUTSIDE PRESSURE POUNDS POUNDS PIPE SIZE DIAMETER PER FOOT PER FOOT (IN.) (IN.) RATING MINIMUM MINIMUM (PSII WALL(IN.) 20' WALL IIN.) 20' LENGTH LENGTH 1.050" 480 psi .:13" .2 1 b.333 .113" .218 lbs. 1' 1.315" 450 psi .133' .323 lbs. 133" .323 lbs. 1 bSJ" 370psi .140' .d31 r Ht1" .437Ib4. J l 4`1 1.goo" 33o psi .145' .523 lbs. 145' .523 lbs. 2' 7.375' 280 psi ! .154' 71.)1•ns .154" .703 lbs. 2.5" 2 675" 300 psi .203' 1 114 lbs. 203' 1.11.4 Ibs, 3' 3 500" 260 psi .216' 1 457 Its 16' 1,457 lbs. 4' 4 Sao" 220 psi 237' .. SUBMITTAL REVIEW '�' 5" 5 563' 19C psi .258' }S. )( No Exceptions Taken 6' 6.625" 180 Psi .280' Make Corrections Noted 's 8' 8.625" 160 os, .322' Amend & Resubmit rs. Rejected-See Remarks 10' 10.750' 140 psi .365' is. IMPORTANT NOTICE:This review 12' 12.75()' 130 psi E .406' does not relieve the Contractor from bs. responsibility to comply&conform 14' 14.000' 130 asi .437' b5. with the Plans, Spedficabons. and 1a' 16.000' 130 psi 5.: Contract Documents. bs. Chap&OObornh. Lacy. per, coNSUlrt,iENGINE�R5 Me Date: 912 /� May2015 1 1302 391h St NW,Fargo.ND 58102 1701.282.7655 1800.747 7655 I Fax:701-2 hernprpe.com . HD Fowler Company Submittal Sec.5:Ln 9 Vendor.78215 IPS Pressure Pipe northern pipe products ►IPS PRESSURE PIPE I Solvent Weld Joint Specifications D D. Socket Depth E. Spigot Insertion Depth DIMENSIONS(IN.) NOMINAL PIPE SIZE(IN.I (D) (E) SOCKET DEPTH SPIGOT INSERTION DEPTH 75' 2.00" 2.00" 1" 2.00" 2.00" 125' 2 50" 2 50" ACP 3.00" 3.00" ?„ 3.00" 3.00" 3.50" 3.75" 3" 4.00" 4.25" 4" 6.00" 6.25" 5" 7.00" 7.50" 6" 6.50" 7,00" 8" 7,00" 7.50" 10" 7.50" 8.00" 8.50" 8.75" May-2015 1 1302 3981 St NW.Fargo.ND 58102 I 701-282 7655 I 800.747-7655 I fax: 701282-2887 www,nortlwmplpe.co.n HD Fowler Company Submittal Sec. 10:Ln 10:Sec. 10:Ln 11:Sec 10:Ln 12 Vendor 78215 IPS Pressure Pipe northern pipe products 40lik 14161 M 7•ASTM D-2241 PRESSURE PIPEII Solvent Weld Pipe Specifications Northern Pipe Products PVC IPS Pressure Rated Pipe is manufactured from compounds conforming to cell class 12454 in accordance with ASTM D-1784.The Belled End Pipe meets or exceeds the specifications of ASTM D-2672,is made from potable water compounds and carries the NSF Standard 14 mark of acceptance.The 2" through 12" diameter SDR-26.the 1.5" through 12" diameter SDR•21,and the 1.5" through 12" diameter SDR- 17 pipe sizes are also Canadian Standards Association Standard B-137.3 listed.The pipe standard length is 20'. The .75" through 3" sizes represent overall length and 4" through 12" sizes represent laying length. ►ASTM D-2241 SOLVENT WELD IPS PRESSURE PIPE I Cell Clas ification 12454 110001 SDR-26(160 PSI' SUR 11 ;zoo PSI) SOS-17(250 PSI) NOMINAL PIPE OUTSIDE POUNDS POUNDS POUNDS PIPE SIZE DIAMETER PER FOOT PER FOOT PER FOOT (IN.I (IN.) MINIMUM MINIMUM MINIMUM WALL(IN.) 20' WALL(IN,) 20' WALL(IN.) xr LENGTH LENGTH LENGTH • .75" : 250" N,A N/4 060" 122 lbs. Pi 4111110 1-315" N/A N/A 063" .162Ibs. N/A N/A :.6ti0" .064' .210Its. .079" 257 lbs. N/A N/A IMP 1.900" .073' .274 Its. .090" .335Ibs. .112" .411 lbs. 2' 2.375" .091' 427 its .113" 525 lbs. 140" .643 lbs. 2.5" 2.875" .110' .625 its. .137" .771 lbs. .169" .939 lbs. 3' 3.500" .135' .933 lbs. 167" 1.143 lbs. _206" 1.394 lbs. 4' 4.500" .173' 1.580lbs. .214" 1.940lbs. .265" 2.3701bs. 5' 5 56.3" .214' 2 420 lbs. 265" 2.960 lbs. 327" 3.6101bs, 6' 6 625" .255' 3,440 lbs. 316" 4.220 lbs. .390" 5.140 lbs. 8' 8 625" .332' 5 840 lbs. 410' 7.140 lbs. .508" 8.750 lbs. 10' 10 750' .413' 9 NO lbs. .511" 11.100 bs. .632" 13.570lbs. 12' 12 750' .490' 12.800 lbs. .606" 15.690 lbs. 750" 19.180 lbs. Mey2015 I 1302 39th St NW,Fargo.ND 58102 1701-282,7655 1800-747.7655 I Fax:701,282,2887 www.northempepe.com HD Fowler Company Submittal SFr. 10 _i 10 Sec. 1" Ln 11 Se.c 1 C' Ln 12 IPS Pressure Pipe northern pr oducts pipe ► IPS PRESSURE PIPE I Solvent Weld Joint Specifications D D D. Socket Depth E. Spigot Insertion Depth DIMENSIONS(IN.) NOMINAL PIPE SIZE(IN.) (D) (El SOCKET DEPTH SPIGOT INSLKTION DLpTH 75' 2.00' 2.00" 2.00" 2.50" 2.50" 3.00" 3.00" 3.00" 3.00" 2.5" 3.50" 3.75" 3" 4.00" 4.25" 4" 6.00" 6.25" 5" 7.00" 7 50" 6" 6.50" 7.00" 8" 7.00" 7.50" 10" 7.50" 8.00" 12" 8.50" 8.75" May2015 I 1302 39m St NM,Fargo,NO 58102 I 701,282 7655 I 800-747 7655 I Fax:701 282 2887 www.northempepe.com HD Fowler Company Submittal Sec.5:Ln 9 Vendor 88010 -— -., NSF Certified (41/111k NAPCO PLUMBING 1.0.141.41-1.0.4141 PRODUCT SPECIFICATION IIIIP 'ASTM D1785/D2665 Sch. 40 PVC PressurODWV Pipe ASTM 01785 Sch. 80 PVC Pressure Pipe I C'.,I,r.,.,+ tAlr Ir1 SUBMITTAL REVEIN NAPCO's ASTM 01785 Solvent Weld PVC Pipe product line is manufactured to meet the needs of residential,commercial,& lip X No Exceptions Taken industrial plumbing systems,and other pressure applications.With Make Corrections Noted tcp Quality raw materials and modem processing technology,our •�1� _ Amend &Resubmit ASTM 01785 pipe meets all industry standards in addition to our Rejected-See Remarks awn rigorous quality control standards. 11,►•ll IMPORTANT NOTICE. This review For sizes 1/"and larger,our ASTM D1785 Schedule 40 pipe is +' ' rm does not relieve the Contractor from also dual rated to ASTM D2665 for OWV applications.This gives the , t. .V responsibility to comply&confo designer.installer,and end user the flexibility of one product for two �. , with the Plans, Specifications. and distinct applications.NAPCO produces ASTM 01785 Solvent Weld pipe it both solid wall and various perforated styles 1 Contract Documents. . Short FormStuec - k4i Cins1 y�c � �� boa . ASTM 01735& ASTM DI 185 CONSULTING ENGINEERS Pipe Standard' 02665" Sch.40 ' 8° By: MB Date: 9/23/21 Applications: D1 V" Water Diameter Std.: Iron Pipe Sizeiz IIPS1 „ ,, ••", ",1",114",1l4",2",214',3„ . 1 0 . _ - .- ' - . - ''. Nominal Sizes: 4'.5",6',8",10",12",14.•"7�,YZ18", 18",20",24" Ow Pressure Ratings: See Next Page411 i Length: 10'°CI I 0 . . Color: White Gray J Pipe Compound: ASTM 01784 Cell Class 12454 Pipe Joint Std.. ASTM??6?2 USE OF PVC PIPE IN EXHAUST SYSTEMS WARNING:Failure to follow these instructions exactly could result Solid ' PI '-' x ' in serious injury,death.or property damage. '1 ;1.7..1 `II Ti.11a)• Pipe Options. 2 Hate prat:r n ((' x 3 Hole Perforated Bea End IM x F) W flue gas temperature should not exceed 140' G ask at Standard: ASTM Far; Fahrenheit PVC pipe exposed to temperatures higher than 140" Fahrenheit may melt or change shape.resulting in leakage of Certifications: NSF 14&NSF 61 exhaust fumes and property damage IAPM0 Uniform Plumbing Code' btsta:lation Sid. ASTM D2774&ASTM 02855 WARNING CARBON MONOXIDE POISONING HAZARD:Vent pipe 3 must be properly installed in accordance with all local and national uaebrnn p� Coals,tislea prodr ens mat De request#d at aI plumbing and MAC installation standards and codes. ..Sizes H'.W.t'6 5'are nor ine'rmeci on McASrM 02465 ON+V pipe sfandve NAPCO assumes no responsibility for equipment installed in CD Only°maimkering the NSF I�; I violation of any code or regulation. NW ara CeMlied ti . 1C napcoplpe.com 11.855.624.7473 "^2C 19 NAI m. *U r'.,:lrft(14,1., NI,ones resarroa PLA-001•U&fN-0114.2 HD Fowler Company Submittal Sec.5:Ln 9 Vendor 68010 r PLUMBING NAPCO ! ""a` i PRODUCT SPECIFICATION \\.Nlip:.; 'ASTM D1785/D2665 Sch. 40 PVC PressurODWV Pipe ASTM D1785 Sch. 80 PVC Pressure Pipe I Solvent Weld c - Notes. 1 These dimensions are for estimating purposes onty 4,1 drmensrons are iin inches unless otherwise specified 2.ASTM Pressure Rating(0I 73°F and includes 2:1 safety'actor ( 3 Internal diameter calculated using nominal outside diameter and minimum wall thicAness. allAi Millia."// 01785 PIPE DIMENSIONS&PERFORMANCE OulsIAe : ;8 m inIel Bell Monet ash 01Smeter Rating Thickness OWme* Depth Size IOU) " IPA) UT) IL) IC) Sch 40 600 0.109 0.622 0 1.750 Sch.80 850 0.147 0.54€ Scti.40 480 0.113 0.824 11i" 1.050 Sch-80 690 0.154 0.742 2.500 Sch 40 450 0.133 1.049 i• 1 315 2 Sch 80 630 0.179 0.957 5� Sch.40 370 0.140 1.380 116 1.660 Sch.80 520 0-191 1.278 250D �` 3ch 4Q 330 0.145 1.610 1 90U Sch 80 470 0.200 1.500 2.500 2" • 2.375 I_ Sch-40 280 0.154 2.067 Sch.80 400 0.218 1.939 1 3 259 Sch 40 300 0.203 2.469 ZYx" 2 875 3.500 Sch 80 420 0.276 2.323 Sch 40 260 0.216 3.068 3.500 4 250 5oh.80 370 0.300 2.900 Sch 411 77n 0 2117 4 117t; ;• 4 500 Sch 80 320 0 331 3 826 1 5.50U Sch.40 190 0.258 5.047 5 6'OQD Sch,80 290 0.375 4.813 Sch 40 1.30 0 280 6.0E5 B 6 625 7 UOG Soh 80 280 0 432 5 7 E 1 j Sch 40 160 0.322 7.981 r8 625 7,500 Sch.80 250 0.500 7.625 10" 10 150 Sch 40 140 0.365 10.020 8.501) Sch 80 230 0.593 9 564 Sch 40 130 0.406 11,938 12" 12.750 10.000 Sch.80 230 0.687 11.376 14" 14 000 Sch 40 130 0.437 13.-26 10.000 1$"' 1 16-000 Sch 40 130 0.500 15.000 10.000 18" 18 000 Sch 40 130 0.562 16.876 12.000 a" 20.000 Sch.40 120 0.593 18.814 12.000 24" 24 000 Sch 40 120 0.687 22,626 12.000 _ napcopipe.com 11.855.624.7473 0209 MMPCO.INeeauWccover', M rights maned PL✓'S-001-uS•EN-0119.2 . . . HD Fowler Company Submittal Sec. 10:l_n 10:Sec. 10:Ln 11:Sec. 10:Ln 12 Vendor 68010 (4111K\ NAPC 0) PLUMBING PRODUCT SPECIFICATION MIIIIPP) ../ rASTPA D2241 PVC Pressure Pipe I Solvent Weld NAPCO's ASTM D2241 Solvent Weld PVC Pipe product line is manufactured to meet the needs of residential&commercial 1111IF II_____________ plumbing,and other pressure applications.With top quality raw materials and modern processing technology.our ASTM -,.. D2241 pipe meets all industry standards in addition to our own rigorous quality control standards. NAPCO produces ASTM 02241 Solvent Weld pipe in both bell end . / and plain end styles. , SIM Form SpacitiellIon 1 Pips Standard: I AST1A D2241 ! , Dierneler Sid.: ' Iron PIM Size OPS) ' re% ,W 1" 114" 1,:,,0" 2', Nominal Sixes" Ilisp..., ' (I) 12" Denertaion Woe& SOH 41-100 psi SBA 21-2trillpsi ' ' SDR 32.5-125 pal , S01117-250 pet I Pressure Ratings' SUN Ai_itiu rs, sum ri... -31*psi 1 , ; ! USE OF PVC PIPE IN EXHAUST SYSTEMS WARNING:Failure to follow these frStfUCPUIS exactly could result 20 -Ali Sizes Lerillit , lif 10 and 40 -Select Sizes serious inftify,death,or property damage ' ' . .. . _ . ' Cokm; Wrnorte Purple WARNING:Flue gas temperature should not exceed 140° Fahrenheit.PVC pipe exposed to temperatures higher than 140' l Pipe Compound: ASTM 01784 Cell Class 12454 Fahrenheit may melt or change shape.resulting in leakage of TI.,D2672 cid:dust fumes and property damage. Pipe Joint Std.: AS Solid'Nall Plami End 1M'A VII WARNING&MOON MONOXIDE POISONING HAZARD:Vent pipe Pipe Options: I Sol d Wdll Bell End IrtA A P; J ' must tie properly installed 111 accordance wrtn all local and aattonai NSF 14&NSF 61 plumbing and HVAC installation standards and codes Certilicationc NMI)Undone Plumbing Code" NAPO assumes no responsibility for equipment installed to msiallation Sid.. ASTM 02174 8 ASTM D2855 violation of any aides(regulation 'slairdan2 oPhon tof OlVeffne 6 20.8. fad Ave.Consul cue Cusiruler Senve cx Sado Doradntord for Pan EnO pip epos's alo we,tigtrs "WPM Willem linting Code II 10 a 1 pgducts must ae requesled Jthme of air (1 Oriyorance waft St 1 INF SO ore away * napcopipe.com I 1,855,624.7473 F,7,2V13 fior.0 1 if InglaMr ammo', AM rgIAA re:motel Pl P5-002-irs-moi 0 2 . . HD Fowler Company Submittal Sec 10 ....1 17 Sec 12.L5 11 Se,::: 12.Lii 12 Veiralui u .:.. .. ., El A P C 7) PLUMBING PRODUCT SPECIFICATION ; \, ASTM D2241 PVC Pressure Pipe 11 Solvent Weld T - c - Notes, 1 These dimensions are for estimating purposes arty. Pal drmerision are in inches nless otherwise specified. 2.506 - Stantard Denensaan Ratio i 3 ASTM Pressure Rating g 73'1F and includes 1 safety factor. OD , 5 14 '7, 4 Internal Ciameter c.arciilated using nomIn OM*dairleter and rrammum wail tiouless. ,,,,.....,1.,3e'1.-• aillaillitt 02241 PIPE DIMENSIONS&PERFORMANCE' Ng Nam Diattode Pressure Rating Min Walt Internal Size themeter 100) Ste WO Thickness(tl) Diameter OD) Deli Depth(C) 1/24' 0.840 13.5 315 0 062 C 716 ' 175 21 200 0 060 0 933 3/41" 1 050 17 250 0 062 0.926 2400 13.5 315 i 0.078 0.894 1. 26 160 0.060 1 95 , 11111010 1.315 Cn111.-11 1> 17 ' 200 250 0.063 , 0,077 1.•39 1 '6* 2 500 13 5 315 0 097 1 '21 32,5 125 0 060 1.540 [ 26 160 0. , 1.532 41111:21110 1.660 41111/Millo 200 0,079 1.502 2 500 17 250 0.098 1.464 134 315 0.123 1.414 32.5 125 0.060 1 780 26 :60 0.073 1 754 111111311. 1900. (_2;.L. ) 200 0.090 1 720 2_500 17 250 0.112 1,676 13.5 315 0 141 1.618 1 f 32.5 125 0.073 2.229 26 160 0,091 2.193 r 2.375 21 200 0.113 2 149 3.250 17 250 0.140 2.095 13.5 315 0.176 2.023 32 5 125 0, 1: 2.699 26 160 0.110 2.655 2 1/2" , 2 875 21 200 0.137 2.601 3.500 17 250 0,169 2.537 13.5 315 2.213 2.449 1 41 1 100 0.4385 1 3.333 32.5 125 0.108 3.284 26 ibu 0.135 3.230 r 3.500 4.250 21 200 0.167 3.166 17 250 0.206 ...: ...L. 13.5 315 0.259 2.9Er2 napoopipatem I 1.856 624.7473 02019 NAPCO.a Viesitioie CtrINNYI NI tins;lofted Ft 45-0324JS414-0119.2 HD Fowler Company Submittal Sec.5:Ln 9 Vendor 67230 NSF Certified CHARLOTTE SUBMITTAL FOR CHARLOTTE PIPE PVC SCHEDULE 40 PRESSURE PIPE 4ND FITTING SYSTEM Scope: SUBMITTAL REYiEW This specification covers PVC Schedule 40 pipe and fittings for press pressure applications where the operating temperature will not excee X No Exceptions Taken Specification: Make Corrections Noted Pipe and fittings shall be manufactured from virgin rigid PVC (polyvinr - -- Amend &Resubmit ;of 12454 as identified in ASTM D 1784. Rejected-See Remarks PVC Schedule 40 pipe shall be Iron Pipe Size(IPS)conforming to A: .40 finings snail conform to ASTM D 2466, Pipe and fittings snail be mani IMPORTANT NOTICE This review one manufacturer.All pipe and fittings shall be manufactured in the Unitec does not relieve the Contractor from SF International Stardard 61 or the health-effects portion of NSF Standa responsibility to comply&conform Installation: with the Plans, Specifications. and Installation shall comply with the latest installation instructions publist Contract Documents conform to all applicable plumbing,fire, and building code requiremer ice with ASTM F 1668. Solvent cement joints shall be made in a two-stef 656 and solvent cement conforming to ASTM D 2564 The system shall Pi Ci„ay&Clehorixe,Inc ing materials,thread sealant,plasticized-vinyl products or other aggressi CONSULTING ENGINEERS compounds,The system shall be hydrostatically tested after installatii ;tore compressed air or gas in PVC pipe or fittings. Doing so can result in a BY MB Date: 9/23/21 death, Referenced Standards: ASTM D 1784. Rigid Vinyl Compounds ASTM F 1668: Procedures for Buned Plastic Pipe ASTM D 1785: PVC Plastic Pipe.Schedule 40 NSF Standard 14. Plastic Piping Components&Related Materials ASTM D 2466: PVC Plastic Fittings Schedule 40 NSF Standard 61 Drinking Water System Components- ASTM D 2564- Solvent Cements for PVC Health Effects Pipe and Fittings '"` ri: Schedule 40 rl Tapered Socket Dimensionss 11 PVC SCHEDULE 40-ASTM 0 2466 ' ' knew"SO Y1{S[M1.l Wren LUMENS klIN�be 40Quarter Bend Eighth Bend Cross Street Quarter r,,rue* 'Mali *Wo Darrow man. I Lao Lena ugmill4PirprC Bed p I 9L8l 083 6! 424 _C0 �.r6 )_ tbi. .I 668 '___wa 1 1325 1310 10.005 .. 1,1w25 0 78G5:Male Adapter Bushing Female Adapter Cap OU� '-�' III J �� :I�f.1rIL!r:�k'.:! , . _ 21�!a 2 9p8 2 r 1J,50 1,7$q 3 9.6t8 3.492___yQ'''• t..45 _ 187$ __ r 8 e.c 8.614 41011 III � . E &855 6.810 1001$ 4.000 4 i P' ry Tee .. , 10 10.760 10.735 iS.0lS 5400 silo; 12 12780 t2.735 14A15. _140 6.000 PIPF RFFFPFNrF GIIrnF Not an rating Sizes Available patterns shown Product a I1 [1'a 1 2 2 2 21 { 1 1 ' 1 1101 3 4 5 8 [14116 12 • , . . 1 . . . . . . . . . . . Charlotte Pipe and Foundry Company•P.O.Box 35430 Charlotte,NC 28235•1800i 438-6091•www.charlotteprpe corn Charlotte Pipe end Charlotte Pipe and F-i,n-1r.., !Tr:MT-am 3r::, i Vrror]t-arl:.,marks^I t;harni P F.r:e.=r71-a..aNl Hr C:om;r;ar. F43U6•PVC.40($113 10) CHARLOTTE POE PAD FOUNDRY COMPANY" SUBMITTAL FOR CHARLOTTE PIPE PVC SDR PIPE AND FITTING SYSTEM Date: Job Name: Location: Engineer: Contractor: Do Scope: This specification covers PVC Standard Dimensional Ratio (SDR)pipe and fittings for pressure applications. This systems is intended for pressure applications where the operating temperature will not exceed 140°F. no Specification: Pipe and fittings shall be manufactured from virgin rigid PVC(polyvinyl chloride)vinyl compounds with a Cell Class of 12454 as identified in ASTM D 1784. PVC SDR pipe shall be Iron Pipe Size (IPS)conforming to ASTM D 2241 for plain-end pipe and ASTM D 2672 for belled-end pipe. PVC Schedule 40(IPS)fittings shall conform to ASTM D 2466. Pipe and fittings shall be manufactured as a system and be the product of one manufacturer.All pipe and fittings shall be manufactured in the United States. Pipe and fittings shall conform to NSF International Standard 61 or the health effects portion of NSF Standard 14. Installation: Installation shall comply with the latest installation instructions published by Charlotte Pipe and Foundry and shall conform to all applicable plumbing. fire, and building code requirements. Buried pipe shall be installed in accordance with ASTM F 1668 and ASTM D 2774. Solvent cement joints shall be made in a two-step process with primer conforming to ASTM F 656 and solvent cement conforming to ASTM D 2564.The system shall be protected from chemical agents, fire-stopping materials, thread sealant, plasticized-vinyl products or other aggressive chemical agents not compatible with PVC compounds. The system shall be hydrostatically tested after installation WARNING! Never test with or transport/store compressed air or gas in PVC pipe or fittings. Doing so can result in explosive failures and cause severe injury or death. Referenced Standards: ASTM D 1784: Rigid Vinyl Compounds ASTM D 2241 PVC Pressure Rated Pipe(SDR Series) ASTM D 2672 Joints for IPS PVC Pipe Using Solvent Cement ASTM D 2466 PVC Plastic Fittings, Schedule 40 ASTM D 2564 Solvent Cements for PVC Pipe and Fittings ASTM D 2774 Underground Installation of Thermoplastic Pressure Piping ASTM F 656 Primers for PVC Pipe and Fittings ASTM F 1668 Procedures for Buried Plastic Pipe NSF Standard 14 Plastic Piping Components&Related Materials NSF Standard 61 Drinking Water System Components—Health Effects PIPE REFERENCE GUIDE Sip .Ariilihle Product 114 33e 1 s, 34 , 1 .11r4_11,4v 2 21'a 3 Quarter Bend Eighth Bend Cross Cap PVC SDR 13.5 PR315i • V PVC SDR 21{PR200) 1 , PVC SDR 26{PR160} • • • • L1141.1112 limm•••• Male Adapter Tee Coupling � •h0`4 Not all fitting patterns shown Charlotte Pipe and Foundry Company•P.O.Box 35430 Charlotte.NC 28235•(800)438-6091•www.charlottepipe.com Charlotte Pipe and Charlotte Pipe and Foundry Company are registered trademarks of Charlotte Pipe and Foundry Company FO-SUB-PVC-SDR{10-22-15) HD Fowler Company Submittal Sec,20:Ln 28:Sec,20:Ln 36:Sec.20:Ln 38 Vendor.83770 NSF Certified ril - PVC SCHEDULE 4O FITTINGS 4. 40-2-0604 Performance Engineered & Tested SUBMITTAL REVEW SPEARS$Schedul f proven experience X No Exceptions Taken to yield the optim Make Corrections Noted for each fitting.Mt Amend & Resubmit 1 in stress concentr Rejected-See Remarks pressure handlin IMPORTANT NOTICE This review *"......rf subjected to nume does not relieve the Contractor from ` =e best PVC fittings responsibility to comply&Conm do , 4 V with the Plans, Specifications. and Contract Documents. Full 1/4"Through 12"Availability Higher 1• lab Spears'comprehensive line of PVC fittings offers a variety Smooth into i>tiy&out.I:aca r of injection molded configurations in Schedule 40 sizes 114" volume that CONSULTING ENGINEERS through 12"conforming to ASTM D 2466. Addition By. MB Date: 9123/21 Exceptional Chemical&Corrosion through Resistance Extra large, hard-to-find, and custom configurations are Unlike metal,PVC fittings never rust,scale,or pit,and will fabricated from NSF Certified pipe.Fittings arc engineered and provide many years of maintenance-free service and extended tested to provide full pressure handling capabilities according system life. to Spears'specifications. High Temperature Ratings PVC Valves PVC thermoplastic can handle fluids at service temperatures SPEARS* PVC Valve products are available for total up to 140°F (60°C), allowing a wide range of process system compatibility and uniformity; see SPEARS* applications,including corrosive fluids, THERMOPLASTIC VALVES PRODUCT GUIDE & ENGINEERING SPECIFICATIONS(V-4). Lower installation Costs Substantially lower material costs than steel alloys or lined Advanced Design Specialty Fittings steel,combined with lighter weight and ease of installation, Spears"wide range of innovative,improved products include can reduce installation costs by as much as 60% over numerous metal-to-plastic transition fittings and unions with conventional metal systems. Spears'patented special reinforced(SR)plastic threads. Sample Engineering Specifications Al PVC Sdiedule 40 fittings shalt be produced by Spears* Manufacturing Company from PVC Type I cell classification t d'�"'`, 12454, conforming to ASTM D 1784. All injection molded • PVC Schedule 40 fittings shall be Certified far potable water s, = ♦ u S service by NSF International and manufactured in strict T '""""'" • compliance to ASTM D 2466. All fabricated fittings shall be produced in accordance with Spears"General Specifications for Fabricated Fittings, PROGRESSIVE PRODUCTS FROM SPEARS INNO FATION& TECHNOLOGY Visit our web site: www.spearsmfg.com HD Fowler Company Submittal Sec.20:Ln 28:Sec.20:Ln 36:Sec.20:Ln 38 Vendor.83770 PVC Thermoplastic Pipe Temperature Pressure De-Rating To determine the maximum internal pressure rating at an elevated temperature,simply multiply the pipe pressure rating at 73°F by the percentage specified for the desired temperature. System OperatIng 73 80 90 100 110 120 130 140 Temperature°F(°C) (23) (27) (32) (38) (43) (49) (54) (60) PVC 100% 90% 75% 62% 50% 40% 30°.'n 22% NOTE:Valves.Unions and Specialty Products have different elevated temperature ratings than pipe. PVC Basic Physical Properties PVC Chemical Resistance ASTM PVC is generally inert to most mineral acids, bases, Properties Test PVC salts and paraffinic hydrocarbon solutions. For more Method information on PVC chemical resistance refer to Mechanical Properties,73'F the Chemical Resistance of Rigid Vinyls Based on Specific Gravity,cyan- 0 792 1.41 Immersion Test,published by the GEON5 Company. Tensile Strength,psi 0 638 7,200 Modulus of Elasticity,pal 0 638 440,000 NOT FOR USE WITH Compressive Strength.pee 0 695 9,000 COMPRESSED AIR OR GAS Spears4 Manufacturing Company DOES NOT Flexural Streng th.pat D.790 13,200 RECOMMEND the use of thermoplastic piping products trod Impact.notched,ft-lelln 0 256 .65 for systems to transport or store compressed air or gases,or Thermal Properties the testing ofthennoplastic piping systems with compressed air or gases in above and below ground locations_The use of Heat Deflection Temperature.•F et 88 psi 0 648 165 our product in compressed air or gas systems automatically _Thermal Conductivity.BTUAtrlsq M•Flin C 177 1.2 voids any warranty for such products,and its use against Coeftictertt of Linear Expansion,iMnf•F 0 696 3.1 X 10e our recommendation is entirely the responsibility and Flammabilityliability of the installer. Limiting Oxygen Index.% 0 2863 43 WARNING: DO NOT USE COMPRESSED UL 94`mina 94V-0 AIR OR GAS TO TEST ANY PVC OR CPVC Other Properties THERMOPLASTIC PIPING PRODUCT OR Water Abewption,%24 hr. Cl 570 I .05 SYSTEM, AND DO NOT USE DEVICES Industry Standard Color White!Dark Gray PROPELLED BY COMPRESSED AIR OR GAS ASTM CO Classification 0 1784 12454 TO CLEAR SYSTEMS.THESE PRACTICES MAY NSF Potable Water Approved Yes RESULT IN EXPLOSIVE FRAGMENTATION OF SYSTEM PIPING COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. SPEARS*MANUFACTURING COMPANY•CORPORATE OFFICE Eli 15853 Olden Si,Sylmar,CA 91342•PC Box 9203,Sylmar,CA 913926 (818)364-1611 •www,spearsmtg.com PACIFIC SOUTHWEST ROCKY MOUNTAIN UTAH SOUTHEAST MIDWEST 15990 CUen St 46s01a,,e c°Sr 5396 Wan 1520 Souh 4205 34454pa t PI Sub 100 1 Getewa,CI Su4a A Sywer htaa 449a14$.CA 91342 Omni.CO 90238 Set Lake City,UT 94104 tae.sus*'Aden*.1 4 39443 2dng9rmt iChola)),it.03440 18183 368-411•( 962.1499 (303)371-9430'18003 7774154 430 371-9430•(900)7714154 56791965-1263.10001962433) 430)756712 019 3 9 5(90 -6 Fax(616)367,3014 Fax 13035 3755-9546 Fax 13033 325-0546 Fax 479)9966642 Fax 16301159-251 S NORTHWEST SOUTH CENTRAL NORTHEAST FLORIDA MTERNATHOIYAL SALES 4103 C Si.NE Suss 200 4250 POW Ca.Sole 300 590 InduWi9 Dr Sub 1004583 Partsuuth Cart 15853 Olden SL Aat7Nn lSe4as)944 99CO2 G Z epe.re IDI ,TX 79061.2317 L4 iygrgpueg(Al. Sylmar 17339.9533 Cnando..FL 32837 IL%Anglaeai CA 91342 12531 mum'19001342-7322 (972)951.4003•t900(441.1437 .;71 71 9364644 644.00:12)2331275 1401(943480.18003 327-6340 (8151 91544611•Fix(919)e99..3774 Fax(253)97567 F90119721891-4404 7ae I7171538-9547 Fax(407)4226.3463 It Gvilatrx 2007 Spsas'Karntatturrg Gmpny./A Pr9Ns Resmrud P'M10 in the tolled Siam et Assam 031tR. 40.206t4 Washington State �, Department of Transportatio,1 Qualified Product list Product Information Manufacturer : Spears Manufacturing Company, Sylmar - CA Product Name : PVC Pipe Fittings Standard Spec : 9-15, Irrigation System Product Description : PVC Schedule 40 Fittings (1/2 to 4 inch) 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 Contractors with WSDOT Click here for Contractor Product Info Page Copyright W5DOT ©2016 HD Fowler Company Submittal Sec.20:In 28:Sec.20:Ln 36:Sec.20:Ln 38 Vendor 76650 NSF Certified LASCO' Fittings, Inc. SUBMITTAL SHEET -IIIIIIIIIIIII I MOM M r•— . SCHEDULE 40 PVC _ - rain SUBMITTAL REVIEW LASCO Fitting! X No Exceptions Taken cializes in the f Make Corrections Noted for Irrigation, P Amend & Resubmit aalw"`" kets. LASCO F Rejected-See Remarks facility in Brow cilities strategic IMPORTANT NOTICE This review ) provides worlds does not relieve the Contractor from responsibility to comply&confomi with the Plans,Specifications. and _ Contract Documents. Injection Molded PVC Pipe Fittings in sizes 318- through 12" LASCO Fittings, Inc.'s comprehensive line of PVC fittings offers a variety of it (lay&Dam,TarsiG ) sizes 318-through 12"conforming to ASTM D 2466. CONE`L'Th N ets By: MB Date:9/23/21 STANDARDS AND SPECIFICATIONS- Schedule 40 ASTM D-1784-Rigid Poly(Vinyl Chloride)(PVC)Compounds and Chlorinated Poly Vinyl Chloride)(CPVC)Compounds. ASTM D-2466-Socket Type Poly(Vinyl Chloride)(PVC)Plastic Pipe Fittings,Schedule 40. ASTM F-1970- Standard Specification for Special Engineered Fittings,Appurtenances or Valves for use in Poly(Vinyl Chloride) (I'VLI or Chlorinated Poly(vinyl C-hlorrde)(LNVLI Systems. MATERIAL- LASCO Schedule 40 Fittings are produced from PVC Type 1,Cell Classification 12454-B. -0-rings are produced from a 8una-N(Nitrite)material. USTINGS- NSF/ANSI Standard 61,Annex G:Drinking Water System Components Weighted average lead content of s0.25% and is in compliance with California's Health&Safety Code Section 116875(commonly known as A81953)NSFIANSI Standard 14:Plastics Piping system Components and Related Materials.Includes/ANSI Standard 61.Annex G DO NOT USE LAS(0 FITTINGS FOR COMPRESSED AIR OR GASES 1111 DO NOT TEST PYC PM'IN6 STSTPAS WITH COMPRESSED AIR OR GASES. DO NOT LISE FRT111GSMITH LIQUIDS NOT RECOMMENDED BY LASCO. MODIFICATIONS Of FITTINGS VOIDS TNEWARRANTY. MADE IN USA I�mewt W rrarey I Au0 Fittings,Inc products are warranted to be tree from manufacturing defects 41 materials and woakmanshp.Riley are warranted against rot rust,and eiectrdyti<co roseai'or a period of three years fromdate of installation.If LAS(O products prove defective due to manedactunnq delesls in maternal or workmanship during that period,the manufacturer'Nil provide new replacement units of the same type arid we.No remedy swll be granted undo the warranty it EAU products art nor used strictly in&condone with LASCffs directions with w prtt to use and storage or if the products have teen modified in any way THE IAANUFACTURFR'S LIABILITY UNDER EXPRESSED OR IMP)IED'NARRANTI OR Kit ANY REASON IS LIMITED(a FURNISHIter,REM ACEMENT UNITS OR GRANTING A CREOl FOR DEFECTIVE UNITS.NO LAR(R EXPENSE OR LCMSEOUENAAL DAMAGES MBE PAID BY LASCA.'HIS WARRANTY IS IN LIEU Of ALL OIHEH GUARANTEES AND WARRANTIES,EXPRESSED OR IMPLIED.INQEIDNG BUT NOT LIMITED TQ WARRANTIES Of MERCHANTABItI'Y AND RTNESS FOR PURPOSE,EFC:PT FOR MN WARRANTIES IMFtIEC BY.AW FOR NON(OMMEA(IAI,CONSUMERS.ANY SUCH WARRANTIES ARE LIMITED TO THE DURATION Of THIS WWTTEN WARRANTY. 414 Morgan Street•8rorrrtnile,TN 31012 (7311 772-3180 1 www.lioaolittiagsam Ws sprdrarwn es;wooded ter•litrmnce anh 1.15(0 rnrwgs All MCPYR 11w rigor to thaw eery Dom^of tPei sperrifronar wtSouf 00 cr rxM»alrsiit mean r(( • &goon formate sariooprrro ASCOOerodurrsewors4msiafrre nrty;ar(,noosevisacwweburewnr.Nscoltty,r.conrar+Rerroumrerit,7tsrmanav AAL8 INDUSTRIERTSES HD Fowler Company Submittal Sec.20:Ln 29 Sec.20:Ln 30:Sec.20:Ln 35:Sec.20:Ln 37 PVC Nipples shall not be used where copper or threaded Vendor 71680 brass pipe is required EDMUND A. GRAY COMPANY nuw1J AMMiiWlrr CERTIFiCATE OF CONFORMANCE&COMPLIANCE APPLICABLE STANDARDS AND SPECIFICATIONS iIIillt 116 PM Devisee September 20i5 Cart tit:atiarl of Compliance 'MI Steel WELDED PPE S 4_ COOKIE STIC) Steel Pipe ASTM A53(A 1201 The Edmund A.Gray Company,lr .certifies that all of Welded Sweet Nipples ASTM A733 our domestic pipe ripples are manufactured in PT°lie Nipple Threads AWE 81.20. 1 Southern California, and that those products along STEEL SEAMLESS pp with other domestic products supplied to us are Seamless Steel Pipe SUBMITTAL REVIEW manufactured in accordance with the Standards and Seamless Steel Nipples _..-_..._ __ _ Specifications listed herein. The Edmund A Gray PT` Tr'0°d No Exceptions Taken Company has inquired with our finished goods STAINLESS STEEL 30, X , Make Corrections Noted suppliers and.to the best of our knowledge,based on Starless Steel Pipe Amend & Resubmit their responses to us, the domestic and imported Starless SteelNppk-s Rejected-See Remarks product(s)being supplied to us are manufactured in 1 pT pee Mpple Trreaa accordance with the Standards and Specifications SEAMLESS RED BRAS IMPORTANT NOTICE. This review fisted herein. However,we have no control over their Seamless Flea Brass Pip does not relieve the Contractor from manufactunrg processes. Therefore, we cannot be BraossPpe Mpoes(r.c responsibility to comply&conform held responsible for changes to their processes which PPT Pipe Nipple Thread with the Plans,Sp ecifications. and may inadvertently result in products which may not SEAMLESS ALUMINu Contract Documents. comply with the Standards and Specifications listed Alumun Pipe below. Please contact our sales office with any PT Pipe hippie Thread questions or should you require further information. IMPORTED DRAMA Caa+sy ticOshoa�re.Lam Cordially, Brass78raue Castings 00u0euux4c tEMGiNE£Rfi EDMUND A GRAY CCNPANY Inc. LOSc Free cestngs By' MB Date:9/23/21 a? Brass7Bronze Fitting Orr____._ —.__--.•- .--T-----. - •--- PPT Poe Rig Threads A5N,1e B1.20.1 Brass/8ronza Li lane A-A-59617,Fsd Spec INW-Ll-511e 40/1 Brass/Bronze Flanges .ASME B16.24 B16.5.M1841P106 Overseas Manufacturing Fadbee iSO 9001:2000 Lawrerce C Gray Al i Vice President I P4ffi7� FiTTINGS,CLA95 160-ti_344 Maleable Castings ASTM A197 Hot-Dipped Galvanzed Fittings ASTM A153 EDMUND A. GRAY COMPANY l Inc. Maleeble Fitting Crr+ensions ASME B16.3 j 2277 E. 1 5`" Street Malleable Unions ASNIE B16.39,Fed.Spec WW-41.61EB Los Angeles, CA 9002 1-284 1 PT Ppe Fitang Threads AWE B1.20. 1 (2131 625 2723 Fax: 625 5734 All Maleable Yon Fittings ul Listed Overseas Marufacturng Faciltes ISO 9001 http://vaw w.eagray.com IMPORTED Type 304 STAINLESS STEEL FITTI NGS. 160 1 MSS,SP114 Stancaa Etc,d Goannga ASTM A361 NOTES PPT Pipe Fitting Threads AS B1.20.1 --The tape we purchase,use,convert and sell,as well as our OOPPERMRIXIMIIIIIOS manufacturing processes, meet or exceed ail of the Threaded Ends ANS1iA.StvE 81.20. 1 applicable Standards and Specifications. Although raw Solder Ends ASTM 888,ASTM B306,NSF-61 nnaterials may come from non-domestic manufacturers, the Cast Items ANSU.ASME 816.18 material undergoes a'Substantial Transformation',as defined Aloy C12200 by Federal Guidelines. Per these guidelines, a substantial mat onty(at least 51%)of the total product cost is incurred in &C 1ti45 tm the U.S.A.therefore these pipe ripples are classified as it Mar wr Merchant Ong Gr"ren°n a Maier* ASTM A . 1. 1 appropnately termed Domestic Product. CavingThreadsASME B1 Mercchharnttchant Steel BusMgt:Caps&Plugs AWE 818.14 --Federal Pipe fipple Specification WW-N-351 was canceled API Line Cr uairgs API-SL 3t5/1990 and is obsolete. It was superseded by ASTM A733 J PVC PLASTIC f.- marl JISTN�� ASTIC PIPE NIPPLES SO ao Wt.;Mastic F•tpo AS I M D-1164, A i I M D-1785 —Copper Ailoy C230 is a Copper/Zinc alloy. Other elements. PVC Plastic Pipe Nipples ASTM A733 includup eiicon.lead and iron.are not intentionally added to PT Ape Nipple Threads ASTM F 4498, ASME 81.20. 1 the alloy. These elements may exist,but aril exist ONLY as NOTE:Molded PVC Pipe Alpptes are made from similar tut sup erior resins which rmt7crsies. offer equWelent strength,consistency,and durability rA.a............rMn.....0 a.MIS..w+w........bwr v..+..w+ili.ryP.Omyrl am Mama.ur.a i.p trr a a wn•••• n a a.+ion AfaisI,e alai'w'W..aA O,y Comps.,he or M wilt a.MVIWO le 4W NOMAVINO d e*to&MOO.OW Ce.w-r+t lust...w rw04 i,4 lire.OM O of•M MO d ONO r.....da...der some..a-rr sarw+w war,raw.wr v.e..•r wry ryumer, rrna a.........drrw\a...r.m....a...........agnr.r..i....ri..V.OW W.Yw..s..Ni.et MOOR ra...r.....FF.rr A any 0.rwe. HD Fowler Company Submittal Not approved for use in electric control valve assembly. Unions for control Sec.30_Ln 50 Vendor 78610 valve assembly shall have brass inserts. NSF Certified re -\16 CoControi TECHNICAL 3 ® Quality Products by NDS SPECIFICATION imiiiim wisimaiSCHEDULE 80 PVC UNIONS RATED @150 PSI STATIC PRESSURE @ 72°F MOLDED IN THE USA SUBMITTAL REVIEW MADE OF PVC No Exceptions Taken UP TO 4"NSF/ANSI 61+372 LISTED(NOT SM OR TM) X Make Corrections Noted (NOT SM OR TM) Rejed 8 Resubmit UP TO 2"UPC LISTED Rejected-See Remarks IPS X IPS CONNECTION IMPORTANT NOTICE This review does not relieve the Contractor from IPS IRON PIPE SIZE(SAME AS SCH.40 PIPE) responsibility to comply&conform with the Plans, Specifications. and PAR I \l_MBER A B WEIGHT Contract Documents. EPDM 0-R1N(i \1TON 0-RING !INCHES) (INCHES) (LBS) COI' U-0500-S U-0500-SV le, I?-0500-T U-0500-TV 1 U" �'`� 0.10 (icy&Osborne,Ina U-0750-S U-0750-S T1NG ENGINE/Se 2.57 0.20 4ONSC L U-0750-T U-0750-T . By: M B Dote:9123/2 1 U-1000-5 U-1o00-SV U-1000-T U-100 -TV 2.63 2.67 0.25 AI mil U-1250-S U-1250-SV 3.20 2.87 0.40 I I -t U-1250-T U-1250-TV U-1500-S U-1500-SV 3.74 3.22 U.6c) 112" U-1500-T U-I500-TV p H U-2000-S U-2000-SV 4.08 m 'i 0.85 2" U-2000-T U-2000-TV U-2500-S U-2500-SV ,.1►4 a I I 1.45 2 I:2" U-2500-T U-2500-T\' U-3000-S U-3000-S\• c.85 .. U-3000-T U-3000-TV - U-4000-S U-4000-SV 1=1 .. U-4000-1' U-4000-TV PART NUMBER C I) WEIGHT IPS EPDM 0-RINGS) CONNECTION X TM (INCHES) (INCHES) (LBS) U-0500-SM I'-ii'c00-TM 1.92 3.04 0.15 I/2" C 11141 U-0750-SM t i i750-TM 2.57 3.48 0.30 3/4" U-1000-SM1 I -I non-TM 2.63 3.90 0-40 I" U-1250-SM I I250-TM 3.20 4.20 0.50 1 I/4" I U-1500-SM I I--1500-TM 3.74 4.66 0.70 IF U-2000-SM I 2000-TM 4.08 4.89 110 2" D S-SLIP T-FEM\I i'I i 1 URF \I) SM ',. II' \ \t•\LE P1PF 1 I11t I-\D TM - 1 FMALE PIPE THRF\D X MALE PIPE THREAD ,,� Visit ndspro.com tor specs. +', N IDO J' detail drawings.and case studies •�� ,,,. �, ,, „ , q, , HD Fowler Company Submittal Sec.20:Ln 14:Sec.20:Ln 16:Sec.20:Ln 21:Sec.20:Ln 23 Vendor.77590 Brass nipples shall not be used where PVC nipples are specified MERIT' NSF Certified BRAES May I, 2020 For Brass Nipples Only To our valued customers, ENE♦We hereby certify that to the best of our knowledge and belief, all brass nipples manufactured by Merit Brass Company in Cleveland, Ohio conform to the requirements of specification ASTM B687- 2016. Nipples are threaded with American Standard Tapered Pipe threads (N PT) in accordance with ASME B 1.20.1 —2013 Brass nipples have a weighted average lead content of=<0.25% and are in compliance with lead content requirements for lead free plumbing per the U.S. Safe Drinking Water Act. SUBMITTAL REVIEW No Exceptions Taker Make Corrections Noted Sincerely, Amend& Resubmit Rejected-See Remarks Alan Lipp IMPORTANT NOTICE. This review does not relieve the Contractor from OD responsibility to comply&conform with the Plans. Specifications. and Chief O e tin Officer Contract Documents. p c rety Sr-Oalbanne, h. cONe LnNG ENOaEERS 8y: MB Dsts:9'23/21 P.O.QoY 43127•On»104r+1 CNN*•CbwFand,ON 44143 NI Ptone 21 6 201 9600•Tol Free ace 7209800•fax.60072159(9SO• • . )xpress.corn HD Fowler Company Submittal Sec.20 Ln 15-Sec.20:Ln 22 Vendor 77590 SIAM FITTINGS CO., LTD. SF1 10011 MOO 2 SETTAKJT 1 ROAD,OMNOI,$ RATHUMBAN SAMUTSAKORN 74130 THAILAND S.A. BRAND TEL :(662)429-1029,(622)810-0832-5 FAX . (622)429-1538,(662)4291156 LEAD FREE BRASS FITTINGS CERTIFICATE Date : January 16.2020 Products : SA Lead Free Cast Brass Threaded Pipe Fittings Customer: MERIT BRASS COMPANY.USA. 811 .11 We certify that SA Lead Free Cast Brass Threaded Pipe Fittings manufactured by Siam Fittings Co.Bangkok,Thailand and distributed by Merit Brass Company arc in compliance with NSF61-Q to the followings standards 1111111111110 SPECIFICATIONS DIMENSIONS ANSI/ASME B 16.15 THREADS ANSI/ASME B 1.20.1 MATERIALS ASTM B584 SIAM FITTINGS CO.,LTD. 11%. NFL{oupt (Mr.Phunphat hukphant (Mr.Nattawat Tantiwongw`at) Quality Control Manager Production Manager 4 r. / Jot© Date . ..j. s......,...?�`. Duvall Avenue NE BACKFLOW PREVENTER H .D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425)649-4692 Fax HD Fowler Company Submittal Sec.20-Ln 20 Vendor 90850 ZUR Mod(el95oXL•T Top Access Double Check Valve Assembly App*cabon Designed for installation on water tines to protect against both backsiphnnage and backpressure of ptNluted water into the potable water supply.A test cock plug is provided to protect N.. against fouling caused by insects,dirt and debris.Assembly "w" ste.www ..'" • shall provide protection where a potential non-hearth hazard r �. Ar+ • exists .. Standards Compliance (Unities otherwise noted,applies to 314"tiro 2"Horizontal) •ASSE2h Listed 1015(Vertical flour-up:1 1/4'tiro 2") Options • IAPMC)n: Listed (Suffixes can be combined) •AWWA Compliant C510 L L • less ball valves •CSALS Certified(Vertical fiovii up:1 112"& 2") L. FT - *nth-Fast Test'test cocks • NYC MA 426-80-M VOL 3 f- U - with union ball valves • Approved by the Foundation for Grose Connection Control E e wan bronze'V"type strainer and Fitdraukc Research at the University of Southern Cali- fornia(950XLTU:314"&1"Horizontal) SUBMITTAL REVIEW Materials Atria X No Exceptions Taken Main valve body Cast Bronze ASTM B 584 [_ Re Access covers Cast Bronze ASTM B 584 _ m Make Corrections Noted Fasteners Stainless Steel,300 Series I &1 Amend&Resubmit Elastomers Silicone(FDA approved) I 01 Rejected-See Remarks Buna Nitrite(FDA approved) Polymers NorylTM•NSF Listed IMPORTANT NOTICE.This review Springs Stainless steel,300 series does not relieve the Contractor from Test cock cover Plastic responsibility Ball valve handles Stemless steel P tY to comply&conform with the Plans. Specifications. and Features Contract Documents, Sizes 3/4' 1a, 1 1f4•, I 12". 2" Maximum working water pressure 175 PSI 40) Maximum working water temperature 180°F (=may a r Osborzse"hit. Hydrostatic test pressure 350 PSI CONSULYING eNGrt i Etas End connect ns Threaded ANSI B1 20 1 By MB/DRS _ Date 9/28/21 A VI Mal 1114-g 11151' a -S.,..., Dimensions a Weights(do not include pkg.) DIMENSIONS tappeadonabli WEIGHT MODEL . n unJolt B LESS LESS WITH SIZE A BALL BALL C D E It 0 BALL PALL VALVES 4GILt E8 YALVs vALVES tn. mm in, mini in. teen it. can In. nen In. near fn. fain in. pfmr in. mm lbs. k9 big. kg 3.^4 20 , '3 330 14 5/18 364 8 3/4 222, 2 318 80 2 5/18 59 3 5/16 84, 34 19 17 5/8 445 4 1.8 8 , 2.7 t 25 'a 356 15 3✓4 400 8 314 222 2 1/264 2 5/16 593 5/16 34 3/4 19 19 3"4 .502 8 as 12 5.4 • 114 32 '`9 5/8 494 21 518 549`13 3/4 349 4 102 3 SR 92 4 3/8 t 11 1 5/18 33 24 3/4 829 18 7.3 22 tQ al 2+1 c 18 sin 92 ctlft,cirri; '11/'4 344 c 3/a t 17 3 VB 9: t Ui 11 t 1 bile 39 25 15116 ass t8 7.3 72 14j 1 2 50 21 318 543 23 1 4j 591 '3 3/41349 513/18 148 3 5/8 92 4 3/8 111 1 5/18 33,26 5/18_T19_17 7.7 29_13.2 barn Inbeines,LLC I W Wins qw 0 MI Comforts!War Pan NobtPy CA U 5 A 4344e PA.66se53.9874.fall 505-238-57e0 Oii* 12/19 In Canada I bum bduahies timed Omura*No.Dr.ii SOXIS r9E0 r3nr.,"w OnVe.rind 10 Nrwnpton,Orono La?SAW 877-a9r2-5215 anadr,ct Na Mond NOW www..a'wn.00wn Pagel at 2 HD Fowler Company Submittal Sec.20:Ln 20 Vendor 90850 Flow Characteristics 0 Ira Plow a.rlYldW by appro,v aF,oaq 1111111111+ MODEL 950XLT 3!4', 1", 1 1 4", 1 1`2' g 2' (STANDARD 8 METRIC) I'A1Y'4 H 4 i'L S it..,) 15 1.2( 2.52 3 15 3.2 t2. 9.5 12.6 15.8 jil- t _ 1-,25ra�; I '4•,32mm, 103 ?� ofMilil 1 172 i40lnal IPM 2 10 -_ 10 -_�Z'16t1mmi $g CC E 0 20 40 60 80 0 50 100 150 200 250 i FLOW RATES IOPM) TYPICAL INSTALLATION Local codes shalt govern installation requirements.To be Capacity thru Schedule 40 Pipe Installed in accordance with the manufacturers instructions Pipe size 5 fthee 7.5 ft/sec 10 tt'sec 1 S tVsec and the latest edition of the Uniform Plumbing Code.Unless 1/8" 1 1 3 otherwise specified,the assembly shah be mounted at a 1/4' 2 ,, :i 5 minimum of 12"(305rrun)and a maximum of 30"(762mm) 3/8• . 3 1 6 above adequate drains with sufficient side clearance for 112 5 7 9 14 testing and maintenance tf installed below grade.be certain adequate drainage is provided to prevent the device from 3/4" 8 12 17 25 being submerged. 1" 13 20 r .40 11/4" 23 35 47 70 1112" 32 48 & 95 2" 52 -_ — PROTECTIVE ENCLOSURE --"N. N I— — — .- — i ( I 44 + I , ,j$ ..ram ' 1 -M ' +� I <Ti r t �e I�I� u 1 1 i 12'MIN I i ` a I. i El . f?.s1f 1 ..A. f s+ l.- r 1 eiRecrioN of ROW ED DfRECTION OF FLOW cD OUTDOOR INSTALLATION PIT INSTALLATION 211111111111.SPECIFICATIONS The Double Check Type Backflow Preventer shall be ASSE Listed 1015,rated to 180 F and supplied with full port ball valves. The main body and access covers shall be bronze(ASTM B 584).the seat ring and aft internal polymers shall be NSF/6 Listed Noryl""and the seat disc elastomers shall be SILICONE.The first and second check shall be located at a 45'angle and aC- cessible for maintenance from the top of the device,without removing the device from the line. Each check shall have sepa- rate access covers and test cocks shall be accessible from the top of the device Test cocks shall be protected from debris by a plug. The Double Check Type Backflow Preventer shall be a ZUfIN WILKINS Model 950XLT Zara tndrnsrlss,U.0 I Midas 1747 Commutes Way.Paso Robles.CA U.S.A.0344E Ph.85i663-0515..Fax 01106-23b6756 In Camels I Lin Industries Untied 7900 Qorar ay Drum.Urid 10,Brampton.Grano LIT 9fd.077.e923216 Page 2 of 2 Engineers Addition Home USC USC Foundation List of Approved Backflow Prevention Assemblies Updated 7/26/2o2i 1 Result Found Type: DC Orientation: H Manufacturer: Wilkins Manual: 9 Model: 950XLT 50.25% Pb: No Size: 1 1/2 Approved: 9-Apr-1998 Meters: Renewed: 9-Apr-2019 Shutoffs: (ii),000 Spare Parts Only: No Notes: Duvall Avenue NE QUICK COUPLING VALVE H .D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425)649-4692 Fax HD Fowler Company Submittal Sec.20-Ln 34 Vendor 82750 RAIN 'JkBIRD Tech Spec Quick-Coupling Valves J 1° 1, Convenient water access in potable and non-potable systems Imo1 AL♦Features Industrial-strength brass quick-coupling valves for convenientwater access in potable and non-potable systems. • Rugged.red brass constnxtion for long SUBMITTAL REVIEW and roliabie pw rn forance. • Reiable leak proof operation with stront X No Exceptions Taken corrosion reestant stainless steel spring Make Corrections Noted Optional locking cover on models 33 CIRC 44-LRC,5-LRC,33•D'NP. Amend & Resubmit • 44-NP and 54.01(use•2049 key to rmio Rejected-See Remarks Metal cover on model 7 only IMPORTANT NOTICE.This review t • One-piece body design(models 3-RC,S- and 7:, does not relieve the Contractor from • Tvro-pseee body design for easy senncini responsibility to comply&conform Quick-Cs:, aing (models 33-DLRc.33•oRc44.1.K.44-pA with the Plans, Specifications, and valve cutaway 33-Dhw,44-10,and 4444PACM Contract Documents. • Thermoplastic rubber cover fordo-Abair. • 33-DPP,+14-NP,44-NP ACME.and SNP covers matted wltth'Oo Not Drthld' (rr ay tic Oolporrae,Lac. + , i warnings in English and Spanish CONSULTING ENGINE-RS ' • Three-year trade warranty A. By: MB Date:9B'23/21 1 Specifications 33-014Ii 44-NP, 7 3•13C,SRC. 33-ORC.33-01.11C. • Pressure:S to 125 psi(035 to 8.63 bar) 44-NP ACME S•lRC 44-AC.44-LRC • FIow:10 to 125 gprn(2.27 to 21338 mslh: 37.8 to 473 Lhn} • S-LRC43SP:1'(26/34)L.oddnp Rubber •5-UK.5',fi-(14.0 cm) • 33-DNP,44-{P and 5-NP flow:10 to 70 Cave i_Pkca Body,BSP threaded glen to 158 '/h 9 m :378 to 2651/m) •T.53:(146 as) glen(2 • 33-0NP:34120127/Non-potable.Purple .33.0NP:eti ii 1-1 cm) Locking Rubber Cover,2-Piece Body 44-NP:6'1162 an) • 44-NP.1*(26/34)Non-portable,Purple •44-NP ACME 6"(152 cm) J • 3-AC 34'?20/271 Rubber Cover,1-Piece Locking Rubber Cover,2-Piece Body •5-NP:S'4'(la a cm) Bod • 44•NPA &1"(26/34)Non-potable, • 33•ORC 34'1201271 DoubieTrack Key Lug• Purple Locking Rubber Cover,2-Piece Rubber Cover,2-Piece Body Body,ACME thread kw..., i•, ,.a i f, • 33•DLRC:34"(20/27)Double Track Key Lug. • 5-NP 1"(26/34)Non-potable Purple Locking Rubber Cover,2-Piece Body Locking Rubber Cover.1-Piece Body 33 - DLRC • 44-AC:1'126/34)Rubber Cover,2-Plece Maw Per roan-US apv ons 4 s necessary to spec* SOBody Woe 85P thread type Model Cord Thread • 44•LRC:1*(26f34)Locking Rubber Cover, Dimensions(height) 33 RC Sank APT 2-Plece Body 44 PR( MP s-tC.5-e13(only • 5-RC:1126I341 Rubber Cover.1-Plece Body •3-RL:4'3 (r u.8COc s MAC ACME 4 NP ui iiy V •33-O0C:4ab'(11.1 an) 7 LK • 5-II1C:1'(26t34)(racking Rubber Cover, VW 1-Piece Body •33.OtPC:45te(11.7 cm) tel • 7:1/4"(43/49)Metal Cover,1-Piece Body •44-4 C:6'(15.2 cm) urea This,wcdks a 33.0LAc wk,r sv^r1a'2Ayuick • S•RC•BSP: '(26134)Rubber Cower, •44-Liie ir(15.2 cm) taping C 1 Body:BSP threaded •S•RC:5'h'(14.0 cm) , , • HD Fowler Company Submittal Sec.20:Ln 34 Vendor 82750 RAIN BIRD Spec ificationS 41=M11111111 33-014C.33-DUK,44-14C,44-1NC-Two Otick-Couplmq Valves Pnnsue Loss(psi) Qk V 33-014P 44-NP,44-NP ACME-Two Piece Piece UK CouPiing alve Row 3-4K 33-0IK 44-K 5-K 7 - Quick Coupling Valve(Non-Potablei The quick coupling valve shall be a two piece 33-00C 411-1.3C 5-LAC type capable of having a dlsdiarge rate of 33-014 44-4P 5•111 The qukk coupling valve shall be a two piece __units with a pressure loss not to exceed 44-NP 404 type capable&having a cfischarge rate of tle Ve r r 1 le units. units with a pressure suss not to exceed 10 11 2 - ,units, The valve body shall be constructed of red IS 4.7 43 12 - - brass.The COver shall be a durable,proteclve io 7.2 7 6 4A The valve shall be constructed of red brass - - self-closing rubber cover When so specified, 30 - - 113 4.1 • aid shall have a PurPle'Mern°Plastic'lock- the°aver shall be a locking rubber owe ing rubber cover with molded-in warnings of - - 73 • "DO NOT DRINK"in English and Spanish,for 30 - - - 11 1,7 use on systems using non-potable water. The valve shall be opened and closed by a 60 - - 15,7 LS brass key of the same manufacturer having n - - - 3.6 - 4.1 The valve shall be opened and dosed by a 10 - - - 213 a "ibiNPT) '(FNPT)nutlet The brass key of the sarne manufacturer having 3,4 valve thrnar shall have a key-way warn " -detent NO a :(MNPT)and "(FNPT1 outlet The 173 - - 14 positions for egulaong water flow. valve throat shall have a key-way with detent positions for regulatirg water flow. Chid Cowing kb*Keys aokitouplinq Varies Rolm Loss ibar) MEM( PWtTWADSFlow 1K 33 DA( 44-ik 5-K 7 QUKK COUPLING VALVES-3-RC,5-4C, UtTCPVE at filfili WWI 33-OLK 41-1K S-I.K SAIIC,7-One Piece Qukk Coupling Valve 34( 33DK '.4" 10 WO 14. 13 run , 33-CNP 44NP 5-4P 44-10 Will The quick coupling valve shall be a one-piece 33-DK ISDK ill. 0 alli 14' 13 run m6 lim 1.9 an 11 on 7.5 cro 25 an Mao type capable of hasong a discharge rate of 33-li 33014 ll" 19 Mtn lf 13 mm 71 It 017 M17 - - - __ units with a pressure loss not to exceed 444, 443 1" 7.3 nun 'or 19 tun 4 67 0.41 042 0.23 - - 44-41k311 4,1411 1" 25 mm W 11 ma 5 83 0.57 DV CIAO • • 44-AC 444 1" 8 mm )4' 19 nm The valve body shall be constructed of red SA 55K1 1" 15 mm — — 6 100 - - 0b2 - . brass.The cover(hall be a durable,protective sip 55m r 25 in, _ 7 117 - - 023 032 - self-closing rubber cover When so specified, 7 711 115" 38mm — — I 133 • • - 0A0 • the cover shall be a lockiing rubber cover 9 150 - - - 4150 - 'LAC`,, 10 167 • - - 0.61 - 0 0 , u,..........".......0. 12 200 • , - US 0.13 The valve shall be opened and closed by a 0'=:21:tri* 14 233 - - - 1.13 0,18 brass key of Me same manufacturer having 0.0 Ninr*4.. 16 267- - - 1.50 0.75 a_......:IMNPT)and "(FNPT)outlet The •11 a a 747:;—. n 367 • • - • 12.54 valve throat shall have a key-way with detent "" _ _ _ r 01101' 0"Wrder"""‘.OMMIITZ.1•417 . +e positions for regulating water flow. ,: 111..• ,, SIM raw eesdiawneeeittip gm 1.. . --....g .--, 10 lik Mil siamdolawsres es&alp 1 y Is r set mewl 7511/ta ",101 ORT 001nol •Cover Key-mne . *4 2049 ,,''LP 0..I Mlle oars ofeaselletilIa armor Wm= 1 ..: •Ir.1.1.4.1,M a"IS h10.10160 ad*12 WI*AIIIMINIMMI gig 121 • Locks and unlocks the optional locking ...`""."'' umwinikamepwwittlikirisilvilitilimilrfliptivpR ?:., t,..71:3":0".." turollorooks reforgast elYsilliblaInsiontlembi cover(LAC)on clock coupling valve., ..4 ''' bosessirwategawiliewrwilitemsbnittea4smuirsara • Operates the valve marker compression . ....— 0 • r 1454,101/0181116111110111101,11.0*.01.11.0""a". ..a, lock. Rain Bard Corporation Rain Bird Corporation Rain Slid international.inc. 6991 E Southpoire Road 910 West Sierra Madre Avenue 1 000 West Sierra Macke Ave Axton,A.Z 85756 Azusa.CA 91702 Azusa,CA 91 702 phonr(520)741-6190 Moor(626)012-3400 Phone 1626)963-9311 Fac(52)3 741-6522 Fax:426)812-3411 Fax 1626)852-7343 Rale Ilird Tedveical Services Specification Molise The Inialigent Use of Wale( MOO)MINORCO-800 724 62471 800-458-3005 104 and Canada, wesualisbidcoin tu.S.and Canal a*waterer]Tradernart of Rain Bird corporanon 0 an 7 kin orsiCortexerion 907 03119500E0 r Duvall Avenue NE MANUAL VALVE H . D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800) 487-5290 (425) 649-4692 Fax HD Fowler Company Submittal Submit B&K brass ball valve proprietary item Sec.20:Ln 13 Vendor 78730 IVIIBCO ,HydraPure R.via.d 5/1 S/2018 Lead•Free* Bronze Ball Valves km, 0 Features: Silicon Performance Bronze'*Alioy • Two-Piece Body • Full Port • Blowout-Proof Stem ■wlw♦Approvals: MSS SP-110 • IA!M0 IGC-157 • NSF/ANSI-61-8 Commercial Hot 180°F(includes ii3C,t3T ,443FiA4„n annex F and GI and NSF/ANSI-372 neon Size range:1/4"-1ih Peuncr' �"'"0•Tt Pressure rating:600 PSI non-shock cold working pressure Maximum pressure/temperature:100 PSI at 300°F Lead-free° markings: Double oval in body casting,white handle and blue hang tag um. MATERIAL USTilli'="1".1-4 PART SPECIFICATI SUBMITTAL REVIEW 1. Nlr;:le N;it L1nC Hated Ste 2.-Stein Silicon Bronze, No Exceptions Taken 3. Pack Gland Brass ASTM B' Make Corrections Noted 4. Packing.Stem Vir nn PTFE 5. Washer,Thrust Reinforced Pff Amend & Resubmit 4.-------, 6. Handle Zinc Plated Ste X Rejected-See Remarks -80-IF 7. End Piece Silicon Bronze rie 8. Seat Fling t21 Reinforced PTF IMPORTANT NOTICE.This review 9.Batt DIP Brass SAE does not relieve the Contractor from ASTM A276 S: responsibility to comply&conform 10. y _ ,SiliconBrom' with the Plans, Specifications. and Contract Documents. I • Gray� .inn. 3�y/ ' atsldj i'T CONSULTING ENGINE=pe I. By MB Date:9123/21 �. l..l; 1 I •1 i .. 0 I 1r.1 E:. _ - - I I --f--- t WI"i NPT �'•. C 4 C DIMENSIONS-WEIGHTS-QUANTITIES OiAe __� lwi4w T�404F is4•li LOf-�-ti Y-StNNf u at H.fico_,,; ,r) WI A A 0 C 0 E I 811164041 1:161015 MIn1•r -cry` HendI Workings tr. a•a la. as 1st sot lo. n m Is. ow Y► OW Yr. aom Ia. Ma LM. 1 18s. Kg. an OT1. 4 0 t Te 45 I.83 46 398 191 1 86 47 031 4 I00 25 121 31 043 0IS 040 016 24 Handle Options: 14 ID 1.79 48 1.97 50 396 101 1.65 47 038 10 1 eJ 46 121 3f a.44 020 a41 0.19 24 • StddwOss Sign Lesist N 15 223 57 24 61 3-96 101 196 50 05 13 113 29 140 36 066 038 056 0215 LO • N113-S4Ia1• 620 2.78 71 316 99 4 76 121 228 58 0.75 19 16 43 166 42 120 055 1 02 0 46 60 • Wens IQ9 75 3.34 ill 98 NV4 70 121 2 46 6 1 25 2 03 51 217 55 r 63 0 74 1 50 066 40 • Starless Steel locimq lei • h16211020 stop 14 Tt 3.15 45 4.13 105 6.75 VI 3.10 71 1.25 32 238 61 218 96 287 1.30 241 1 09 70 • Extended lever iv,'memory Mop 1. 0101.14 40 420 120 4.97 126 615 1;1 3 32 98 IS 38 299 73 219 71 363 124 362 1 64 I17 , • Round 2 017 4.00 122 n115 155 n711 Ill 79n 90 2 01 740 00 7.34 40 537 233 a.30 2.71 0 • Wary , _..._ - _.. ----_ • Ft�mmntal and nMlcaltifarl ' F r;re 77, r83 BOB 205 4T; 1? 250 64 4 2 1050 427 ICB 1370 821 1200 5.a0 2 Camenti•nal sun valve uttered id r sin ® WARNING iles product*le MID cbedeicalu melodies Not w4lich-o known to die 9soosI CINbreo ,cause cancer end Seib le/acts or.�rner rip•d•ctry sunk for am id0n"I/1"p es wwsv.l•651Mirnlyr n.Otrr 'Manna arms image.end radon:0251% NI8C0 INC 4340816 NFAD011gITERS•1516 A41013I FIR Y •FL 1:W4RT.IN 48516-840•USA•PH 12CR 23 4 0227 TECH SERy1133 PH 1888446-4226•FAX 1 908 336 4228•INrERNATKAAL 3IPHCE PH,r1574.2953327•FAX +1 574255,3455 9 ,vvrw n4kn Wet HD Fowler Company Submittal Sec.20:Ln 27 Submit Wilkins 3/4" angle valve proprietary item Vendor 83885 dlucknerj BRASS MANUAL ANGLE VALVES li 111SUPERIOR• A Features and Benefits N VBM Valves •Available i z,:l" 1", Pressure Loss in PSI U 114",11,2" "M,I' c,rw Lnrsr. 4A'Mlu ra4rr. Loaf; seir�u inlet/outlet- In as A •Heavy duty cart brais 20 22 0.7 construction for constant use 4o 25 0..7 012 1 and corrosion resistance. al 1.4 0.42 •Removable bonnet and SIr r 0.25 internal assembly for easy 125 a 26 1115 V 3.7 1.7 SUBMITTAL REVIEW 3.65 A 4.47 No Exceptions Taken L Make Corrections Noted V Amend & Resubmit X Rejected-See Remarks E IMPORTANT NOTICE:This review Loss in Bars 5 ,Bhp' IBAIN Lxlrl: 114ri LB11_9 does not relieve the Contractor from A.as responsibility to comply&conform 1.15 I31]F VBM2U with the Plans, Specifications. and 0.17 aw15 1 OMOLI3 2"Manual Contract Documents t OD5 Angle Valve i6 an 37 Gray 4Inc.r Osborne,In az CON54.1 LT0,4 ENGINEERS 0.32 To Specify: BY MB Date:9/2J2.1 V B M 20 Vail 9Manual Size Pressure Loss in kPa Om. 111/40 LW* 41M2 124105 411.11,0 28.0 3.45 7i5.0 15.17 r S 1a..0 1724 442 1.52 220 9.s5 2:2 3040 a.9 5.43 31410 14.7E 8b2 MODEL DESCRIPTIONS 475.0 17 43 12.75 Dimension+la des/ 5711 25.11 14412 Mori No, Lksrnphvn Hnshr 4SiOn UM* 8•55.0 25.17 ' V1M117 1J-NPrtwe,sanalevalve 5. :� 21: ' 7510 321 5'8M1I0 1"N1T.brassangk valve 63n 2i14 3.; VBM112 t Le'NPr,buss and valve 814 3r'2 319 VBsM115 I lan NPr.brash angle valve 9sti 5 41,2 V84•120 _2"N PT.bras angle valve 114 5l 2 417 Phone:Top Free(800)128-4469 or(310)325-8287•Fax:Toll Free(800)997-0500 or(310)326-8310•wwwstomrmanutacturing.rom 19 Duvall Avenue NE CONTROLLER H .D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425)649-4692 Fax HD Fowler Company Submittal Sec.25 Ln 43 Vendor 72590 X{ORE+ PRO-C• ICC2 I-CORE' DUAL' ACC ACC2 BTT NODE WVS XCH WVP V P 8 W VC 1 NTjp�WnbWireless,Ber of Stations: attery 1,2'4 Operated,Fixed 101110100 FEATURES • rype:Fixed • Battery Operated • Number of stations::1,2,4 • Enclosure Plastic outdoor,waterproof • Independent station programming • Start times per program:9 • Max.station run time:4 hrs SUBMITTAL REVIEW • WVC submersible to 12'(IP68 rated) WVP • Battery life indicator X No Exceptions Taken Meiyi+t:ni}^ • Nireless remote programming Make Corrections Noted width 3" • Max,solenoid wire run 100•(use 18 Awt Amend & Resubmit Length 2• • Warranty period 2 years Rejected-See Remarks ELECTRICAL SPECIFICATIONS IMPORTANT NOTICE:This review w • Simultaneous station operation does not relieve the Contractor from J • Wired sensor input; 1 responsibility to comply&conform p • Power source:9-volt battery with the Plans, Specifications, and cr. l— • -iperates OC•latdting solenoids only(P Contract Documents wvc ZO 110) bermete 3>+" • Frequency of operation:900 MHz pwinr. l> • No FCC license required t:r. (.3resp&Orahci ne.i APPROVALS consueTlNG ENGINEERS By: MB Date:9/23/21 VIVP/WVC MAXIMUM WIRE RUNS Model Description Wire Size Max Distance(R.) 11111110 WVC i00 single station wireless coritroller MC-latching solenoid ordered separatePy)900 Al isAWG wvC 200 2-stetori+nraless controller(DC--atcning solenoid ordered separately)9Q0r4Hz wvC 400 4-station wireless controller(DC-tetchiri solenoid ordered separately)9C0 MHt OPTIONS(SPECIFY SEPARATELY) W VP Wireless valve programmer to be used with wireless valve controllers Model Description 458700 DC-latching solenoid ♦Visit hunteruidustries corn RESIDENTIAL it COMMERCIAL IRRIGATION I Built on Innov4Gon • 1141111 Duvall Avenue NE AUTOMATIC VALVE H .D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425)649-4692 Fax HD Fowler Company Submittal Sec.30'Ln 46 Vendor 82750 Provide wire submittal Tech $ eC RAINBIRD p PEB) and PESB Series Valves Designed to Outperform. Engineered to Outlast. Pressure surges?Effluent water?Clogging • Flow with PRS-D_5 to 200 gpm debris?No pi UAein.PEB and PESB Series • (1,14 to 45.40 m3tr,19.2 to 757 Um) valves offer tong life and efficient,trouble- • Temperature:up to 150'F(66'C) free performance—even under harsh condi- tions Constructed of heavy-duty,glass-filled Electrical Specifications 4111111111111111 nylon,these valves resist clogging.Arid the • Power.24 VAC 5060 Hz icydes'sec) PESB mooei features a patented scrubber tc solenoid actively fight dirt,debris and particles. • Inrush current 0,41 A(9.84 VA)at60 Hz • Holding current:0.14A 13.43VA2 at 60hz islImen*Features • Coil resistance:30-39Ohms • Body constructed of durable glass- • Compatible with ESP-LXD decoders tilled nylon tor long lite and heavy-duty T performance at 200 psi(13,80 bar)pre • Stainless steel studs molded intothel SUBMITTAL REVIEW Bonnet can be attached and remover t more easily without damaging threat X No Exceptions Taken 1 • one-piece solenoid aesegn with cdptt Make Corrections Noted plunger and spring Amend & Resubmit Prevents loss of parts during field sets • External bleed protects the solenoid I Rejected-See Remarks A from debris when system is flushed IMPORTANT NOTICE. This review i • Internal bleed operates the valve with i allowing water into the valve hay alit does not relieve the Contractor from ; pressure regulator to be adjusted witt responsibility to comply& conform 1 Outline]on the valve at the controller• with the Plans. Specifications. and i • Low flow operating capability(025 gi I PES8Cutaway 0.06 m'lh:12 Um)fora wide range of Contract Documents. applications.For flows below 5 gpm *510 ' Dimensioes (1.14 m*:192 Um)or any Xerigation 1 ln SaraNiY _ Le yd, width applkatlol,instal'Rain Bird Y filter '(3i+imy'Sr Osti once 10o 6'.6'1163 t ni 4'Lau cmi 4-no 2 cm upstream v914sU.T sc ENGINEERS 150 8'(203 an) 6•(152 cml 6•(152 tmi • Slow closing to prevent water hanam 200 rt22.3an) is'1152ant 6'(1Uan! subsequent system damage By: MB Date:9/23/21 fie Pes r5.r am]to wabor Nisi" • PESB only:Scrubber scrapes Its stark_ 2 I1AodelS steel screen dean to break down grit and 312 r :115 plant material.Prevents debris build-up 0 102 0.32 o26 J• 10OPEB and 1°OPE58 1' (26/341 and clogging 92 z o 06$ � a33 I . nd 150PES8 1',2" (40r'49) 15 2%) - 433 0_32 • 200PEB and 100PE58 2' (50%60) Options(order separately) 10 XV - 0.42 032 eSYrh 21 350 • 0S7 034 raodsr>ialinbre prriywnrnurlenrw} • Accommodates optional,field installed 24 403 - 0.74 041 PRS-D pressure regulating module to 27 450 • 032 0.51 ensure optimum sprinkler performance 30 Sfl0 1.14 0.64 • Optional purple flow control handles for35 6100 138• E61 D flow To Specify non potable water applications 39 693 1.04 PEB-NP-rAN1(1') +2 700 - 1-18 100 - PEB - PRS-D 45 PEB NP HAN2(1 Vatic,2"i 757 134 r r — • Accepts latching solenoid for use with Miele Sirs Modrf OpUoralt 4 7f tau VIM a...rr 6.w r.ra..neMawrn Rain Bird battery-operated controllers up a p,,,,s,,,,a,,,.,00dey,w,,ea;...i 1ao 1'12nn4) rNSOMkprntntr to ISO psi 110.35 bar` aiaew.rrw■ 191 n'•*401% xr,beer MgI*eraa4h Whit iewmefteaaa......eerupt'rrwmosswot"-Rom2t1R I t50�5i}, iedii Iirw�dellrsa/ Operating Rangea1w.Nnad. f. rn ,e omarsero n a . re per g Z.We..r.b.s1/..rru.aisKulu.eamew,...,..at.,.d Abet*Sot owl P,estTri.nwrrn.mar'Maori wipe • Pressure:20 to 200 psi;1,3$to 3.80 bars 'i"1' r�..nrom awieou io,rmien".rwarw✓e`lownru°' airy.grme-1 J,4 wp"ar4 c"""nou ,YauPe y arvarwtrbw eitwm 221neh 173411#fen IlkimmereavA pie Will 05,1* V1)01 • Flow:025to200gpm10.06to45.40mT; Aaea.ad arm eree.eeaor.,n.awe.n.iv.,*Marva,oasvan 1.2 to 757 Ilrn) HD Fowler Company Submittal Sec.30:Ln 46 Vendor 82750 RAIN4tBIRD Specifications The ols.rt'it rernrth.(nod mu?1/4.;41,1>shall hi.a Optional Feature Specification eualk L*CFI C Remota Control Rill Or normally dosed 24 VAC 50/60 Hz Icydes/sec) PRS-D Pressure Regulating Module: PESO Vane IMO PRS-01 solenoid actuated globe pattern deign.The 100PEB-PRS-0 100PE58-PRS-C) valve pressure rating shall not be less than 150PEB-PRS-0 ISOPE58-PR5 D 200 psi it 3.80 bar).The valve shall have die following characteristics(circle one): 200PEB-PRS-0 ZOOP ES B-PRS-0 BOW rate: gpm rnqh tim When so indicated on the design,the 1;I and 2-electric remote control plastic valves l'reslure loss not to emceed psi bar shall have a pressure regulating module CC The valve body shall he constructed of (PRS 01 capable of regulating outlet pressure heavy duty glass.filled UV-restpoint nylon and between 15 and 100 psi(±3 psi)(1.04 and 6.90 have stainless steel studs arid flange nuts; bar(.1.0.21 bar)) diaphragm shall be of nylon reinforced nitrile The pRs module snail have an adusting rubber knob for carting prisi ire Anti Schrader 5m/we The valve shall have both internal and external connection for monitoring pressure.The manual opecVdose control(internal and pressure shall be adjustable from the PRS-D external bleed)to manually open and close when the valve i5 internally manually bled or the valve without electrically energizing electrically activated the solenoid.The valve's internar bleed shall prevent flooding of the valve box. Non-Potable Flow Control Handle• • " The valve shall house a fully-encapsulated PEEt-NP-HAN1 Fits 1 one-plece solenoid.The solenoid shall have a PEB-NP-HAN2 Fits 1 5Mid 2" captured plunger with a removal*retailer When so Indicated on the design.the valve for easy servicing arid a leverage handle far shall have a pimple flow control handle to easy turning.This 24 VAC 50160 Hz adenoid indicate to the user that non-potable water shall ober with 19.6 VAC minimum at 200 psi is being used,There shall be no difference 13.80 bar!.At 24 VAC,average inrush current between the black and purple handles except shall not exceed 0.41 amps.Average holding for the color, current shall riot exceed 0.28 amps. 'Oar etra atm the?Fib Therkuwi f Orr isseend The valve shall have a txass flow control stem W'r Scyc 037.15811.the floc k(nava c4w.vhnboatto.0 for accurate manual regulation and/or shut-off of outlet flow.The valve must open cc close in less than 1 mint,*at 200 Psi(1 3-8)bar).and less than 30 seCondS at 20 psi 11 38 bail. The PUB alve shall have a self-cleaning gainless steel saeen designed for use in tiny water applications The valve construction shall be such as to provide for all internal parts to be removable the top of the valve without cf,lhati rig the valve installation. Rain Old Corporation Rain Bind Corporation Rini Ord enarisationel.Inc. 091 E.Southport Road 970 west Sierra Madre Avenue 1000 West Sierra Madre Ave, Tucson,AZ 85756 Azusa,CA 91702 A7U,1,CA 91702 Phone:(5201 747-6100 Phone(6216)8123400 Phone:(6261963-9311 Fair;(4211 741-6522 Far(626)812-3411 Fax:1616)8524343 Rain Ord Technical Services Specification*Mine The rntelkgent Use of Water gtkIN81AD 11-Sob 724-6241 800-456-300S(LIS,and Canada; www.rainbIrdcorn 115,and Canada) C Rogitorod Trademark of Rain gird Corporate. 2015 Ron Berd C xpurabon li10315950PE 0 e HD Fowler Company Submittal Sec.30:Ln 47 Vendor 82750 RA,NkBlRD 1Rs,-()i, PRS-Dial Valq+e Flow Ranges` Pressure Regulating Module Features 410E11101 Model gpm m'fh Um - The PRS-Dial is an excellent means of regulating outlet pressure at the IOC PGA 5-40 1 14-9.08 19.2 151 xc valve regardless of incoming pressure fluctuations,The visible scale 150 PGA 0-100 6.81 22.70 113 378 makes ad}ustrnent quick and easy The regulator fits all 2� PGA 4 150 9.08 34,05 151 568 Rain Bird PGA PER,PESB,PESB-R,EFB-CP,and BPES series vahies 150-PEB 20-1505-50 41.54 34.05 16 89 150-PEB 45434.05 76-568 • Regulates and maintains constant outlet pressure between 15 and 1 OC 200-PEB 75-200 17.03-45.40 28A-757 psi(t.04 to 6,9 bar)within±3 psi 1±0.21 bar) 100-PESBIPESB-R 5-50 1.14-11,35 19,2-189 • Ad)ustment knob with detents permits fine-tune setting in te3 psi(0A2 150-PESB/PESB R 20-150 454-34.05 76-568 bast increments.Dial cartridge makes installation and adjustment quick 100 PES8iPE58 R 75•200 17.03-45.40 284-757 easy and accurate Improved spike reduction capabilities reduce water 100 EFB CP 5-50 1.14-11.35 1 g.Z 189 hammer 125-EFB-CP 20-80 454-18.16 76-302 150-EFB{P 20-120 454-31.78 76-529 • Ergonomic design with snap-tight cover to prevent vandalism 200-EFB-CP 20-200 454-45.40 76-757 • Waterproof dial cartridge eliminates fogging and binding 300-BPE5 60 300 13.62-68.10 227-1136 • Dial cartridge retrofits into all existing PRS-0 units .Mew ore voter Run • Schrader valve connects pressure hose gauge,ordered separately • Easy field installation PRS-thal threads underneath the sdenoid 111 and adapter • Corrosion-resistant glass-filled nylon for rugged perfo mane OPe►ean9 Range •Pressure Up to 100 psi+6.9 ban' • •Regulation:15 to 100 psi(1,04 to 6,9 bar) ewer •Flow:Refer to chart • w S-dialum_ar.irr+smendciesi+ up*2100(132 bat accum insure segdaaon eon Eemannro ranyoProrCePMi*9Aat Modal J • PRS-D 1.1.4 PRS--Dial Application Information • Proper operation requires inlet pressure to be a minimum of 15 psi(1,04 Dar)higher than desired outlet pressure • For areas with very high pressure or uneven terrain,install sprinklers with PAS pressure regulating stems and/or SAM check valves • When inlet pressure exceeds 100 psi;6.9 bar),a pressure regulating master valve or mine pressure regulator is required • Ran Bird does not recommend using the pressure regulating module for applications Outside the recommended new ranges MS-Dial cutaway • To reduce the effects of water hammer,Rain Bird recommends flow rates in the supply Ire not to exceed 7.5 ft/sec 12/9 m'si • For flows below 10 gpm(227 m'+h 37 8 Um),Rain Bird rmonenends the it flow control stem De turned down two full erns from the fully open positioniui,,t..., r Mir.*err kid PR5-04rno it runt unordered wporah4 1 CO-PER kith 300-RPES with PRS-Dial Installanont PPS-Dial Imola//iont 76 The Intelligent Use of Water: HD Fowler Company Submittal Sec.30:Ln 48 Vendor 82750 T805-I1"System Tech Spec T130S-1l System Components TBOS System Accessories si TBOS•il FieidTransmitter TBOS Pelted Latching Solenoid • • Field transmitter required for naming and Two0.75 mm'wires(18 gauge)are programming control module supplied 60 cm long(23.6 Inches) • • NEW-Monochrome backlit LCD Plastic adapter included for Rain Bird O O (128x54 pixels) valves:DV,DVF,ASVF,PGA,PEB,PESB•GB• ©� TBos!Im Fe 1 EFB-CP,BPE and BPESseries. I b TrIr, tzar • NEW-Rechargeable battery pack(NIMH 750mAh 2.4V)+Jack connector • 10 bars(150 psi)maximum operating pressure. • Removable infra-red cable • Dimensions:7.0 x 16.0 x 3.0 cm TBOS Solenoid Adapters • Weight 250 g(8.81 ounces) • Easy to install. • Operating temperature--1010+65°C • Black adapter for plastic valves allows the • NEW IP44 rating fora T�potted latching solenoid to be used ►9RJrCss protection with selected Irritrol(Hardie/Riche)and • NEW-Drop down menu with direct access Buckner valves, , to Home screen • Brown adapter for brass valves allows the t, • Compatible IR communication with TBOS potted latching solenoid to be used existing T805 and new TBOS-II Control with selected Champion and Superior Modules. valve actuators. i TBOS-II Control Modules • Available in 4 modelsstations.1,2.4,or 6 Lareistig S�enad • Operates one valve per station. / 3 • Direct Rain Sensor Connection Mir T805•0 Control accommodates the Rain Bird RSD-8Ex Rain Module Sensor. al I l • Operates with one 9V alkaline battery 0-Ring does s--- 0-Ring (Energicer and Duracell are recommended) not gohew _l Place O-RhngantltrsUAW r type 6AM6(international standard)or ,1___ ai‘ Valve Bonnet 6LR61(European standard):battery not included. • Battery life Is one year with a high-quality 9V alkaline battery. RSD-BEx Rain Shutoff Device • Resists humid and harsh environments p ,� -Rated IP68:100%waterproof and fully • Operates with 24V or 9V controllers,. t 1ed1Ing Solenoid submersible. including TBOS orTBOS-ll. • NEW-Master Valve/Pump output on 2-, • Designed to save water by automatically 4-and 6-station Control modules. measuring precipitation and keeping Irrigation systems from watering in rainy • Dimensions:9.5 x 13.0 x 5.3 cm mndioorss • Weight 500 g(17.64 ounces} • Does not interrupt irrigation taking place. How Te Specify - Maximum wire run between the module but subsequent program starts will be and solenoid:30m by using 1.5mm2 prevented. TBOS-II Cantu!Modules (16 AWG)extended wire, • Automatic return to normal watering TBOS2CM1(1 station) schedule when the moisture level TBOS2CM2(2 stations) Certiilkadioms decreases as a result of natural TBOS2CM4(4 stations)evaporation. • Ul.CE,Click. yu TBOS2CM6(6 stations) TBOS-Il Field Transmitter: TBOS2F US(US Field Transmitter) RSD-BShutoff Dnt evice TBOS2FTAU(Australian Field Transmitter) Shutoff Lhviu '*-.." ww.w.rainbird.com HD Fowler Company Submittal Sec.30:Ln 48 Vendor 82750 RAIN B/R©. Specifications calendar with leap year and three programs TB05 Potted latching Solenoid 411111111111111111 TBOS-11 Control Moduli A B C with eight start times each.One valve Control Module station output shall drive can be assigned to none,one any or all one single potted latching solenoid that shall The irrigation controller(control module) programs. shall be programmable by a separate fit onto any Rain Bird Valves:DV,DVF.ASVF, transmitter device only(Field Transmitter). Each program shall be capable of being set PGA.PER PESB,G8,EFB-CP,or BPE or BPES The programs and manual Transmitter). shag to any of the following:Custom Cycle(days series valve. obe communicated to the Control Module of the week),Cyclic(1 to x days variable), The Control Module,the Potted Latching from the Field Transmitter via an infrared Odd,Odd(ono)31 and Even. Solenoid,and the field transmitter shall be connection. The controller shall have a program level and as manufactured by Rain Bird Corporation, The Control Module shall beat a module global Monthly Seasonal Adjust;0%to 300% Glendora,California USA. type which may be installed in a valve box 1146 increment) underground They shall function normally if A Rain Delay shall allow the user to suspend TB05 Rah1 shutoff Devito submerged in water and the communication irrigation pr rgrarns from 1 to 14days. from the transmitter shall function rf The controller shall be capable of starting/ The Rain Shutoff Device shall function submerged in water, stopping a manual single valve or manual correctly only when buried under 2"(5 an) of sand.The device shall be preset and The Control Module shall be housed in an program,cancel irrigation In progress or nonadjustable. ABS plastic cabinet and shall be potted to launch a test valve via Infrared of the Field insure waterproof operation,Their battery transmitter. The device shall function with a DC system compartment shall be dual-sealed to prevent Each valve not activated during the last 24 only.The device shall have a bypass switch. water from entering the compartment The hours shall be automatically activated during The Rain Shutoff Device shall be as Control Module shall have two mounting 1 second each day for an anti-calcium effect, manufactured by Rain Bird Corporation, slots for screws allowing the module to be Glendora.California USA. securely mounted inside a valve box. The controller shall be designed to T805-0 Field Transmitter accommodate one 9V alkaline battery(EN22- The Field Transmitter shall be water 6L561-6AM6-9V)for one full year regardless resistant and housed in ABS plastic.'(he of the number of stations utilized. Feld Transmitter shall be designed to The Control Module shall operate (1,2, accommodate a rechargeable NIMI4 750mAh 4 or 6)stations. 2.4V battery pack, One sensor input shall be present on Control The Field Transmitter shall have a large Module and shall accommodate dry contact dot matrix LCD screen with reverse video rain sensor. and a seven-key programming pad,icons and texts without abbreviations shall ease -station(2-,4-,or 6-)modules shall be understanding.A Home button shall ease able to support a Master valve. navigation. All valves shall affect the Master Valve/ The Field Transmitter shall be able to Pump. program an unlimited number of Control The controller shall have station run time Modules via infrared communication, capability from one minute to twelve hours In one minute increments,a 365-day Rain Bird Corporation Rain Bird Corporation Rain Bird international,Inc. 6991 E.Southpoint Road 970 West Sierra Madre Avenue 1000 West Sierra Madre Ave. Tucson,AZ 85756 Azusa,CA 91702 Azusa,CA 91702 Phoor{524)741.6100 Phone:1626)812-3400 Phone:{626)963.9311 Fax:i520)741-5522 Fax:(626)812-3411 Fax:(626)852-7343 Rain BirdTidnnkal Services Specification Rodin* The intelligent Use of Water` (800)RAIFO RD(1.800-72462471 800-458-3005{U.S.and Canada} wrrrcrainbind.corn (U.S.and Canada) a FOagrstered Trademark of Ran Ifird Corporat+m 0 2012 Rain Bird Corporation 12112 D40429E0 HD Fowler Company Submittal Sec.30 Ln 49 Vendor 80420 P.O.It x 368,Union.NJ 07083-0368.908-687-7810.800.327.2443.Fax 908-087.2722 pa gespe® D rnaliNtHias 3MTM Direct Bury Splice Kit DBR/Y RoHS 1.0 SCOPE: 3.0 FEATURES: 1.1 The s Direct Bury Splice Kit Reduces inventory and SKUs: DBR/Y/Y is used to electrically conned 3.1 two or more pre-skipped the copper Designed to replacesfollowing 3M con- wires and moisture seal the con- nectars: DBY,DBR,DBY-6,DBR-6,DBY-Kit, nation for direct burial. It includes DBR Kit,DBY-6-Kit,DBR-6-Kit. Reduces the the 3M R/Yi-Electrical Spring SKUs from 8 to 2(DBR/Y and DBR/Y I1Gt.l Connector and a high impact, 3.2 SUBMITTAL REVIEW UV-resistant polypropylene tube pre- Aged with moisture-resistant gel It is ideal fior splicing wires and cables in X No Exceptions Taken irrigation and Law Voltage Lighting _, Make Corrections Noted systems. For residential,commer- Amend&Resubmit vial,golf,and other green industry 3.3 Ref acted-See Remarks applications. IMPORTANT NOTICE:This review 2.0 PACKAGING DETAILS: does not relieve the Contractor from 3.4 responsibility to comply 13 conform Paige Port Number 270670 270671 with the Plans. Specifications. and SlS Pot RAW Or,RIR Deft Contract Documents, U50,111311 Butte pock of 100 each 25 Kits in a plinth bog. 2 40) ge!filed tubes and taint on gel-filled tubes and 2 twist on 3.5 Grew Sr Osborn, Inc. mntrcmts. unwell per bog. CON5uLtlNG ENGPesEfts Coss Data Weight 5.1 lbs 3.516s 2,3Kg 1,6Kg By' MB Date: W/23/21 Dimensions 14.75 a 7.625 a 7.5 inches 13 a 7.6 a 6 inches 3.6 36 x 19 x 19 cm 33 x 19 x 15 cm The gel-filled tube includes o lid that Pallet Quantities 75 rases 133 cases compresses the wire insulation when Dais 7,500 tubes 6,650 tubes(3,325 kits-al-21 closed. This applies a pressure,known as"strain relief"that keeps the connection Weight 402 lbs 4851bs inside the tube when the wires are 103 Kg 221 Kg pulled-upon,The connector tube Dimensions 41 x 42 x 43 inches 48 x 42 x 47,5 inches includes channels for three sets of wires. 127x107x109cm 172x 107 x 121 an Volume 50 2 it3 55.4 h3 3.7 Operating temperature: ft3 53.4 m3 -40°F to 221"F I-40"C to 105C� 1,57 3.8 Made in the USA by the 3M ngC U quality by a name you can trust! 2/11/I1 HD Fowler Company Submittal See 3r, _-1-5 „F.nd:1 ;:4,11 3.9 The R/Y+ connector hos an aggressive quick-bite: It makes a fast and reliable mechanical connection over a wide terrcerature range.The R,/Y,connector lacks in place when inserted into the gel filled tube. it accepts a multitude of direct burial copper wire combinations,as listed in the Table below. Listed for USA and EC Publications.Certified for Canada-CE passport to European Union countries. ST114 1 • • • • • • • • • • • • • • • • • • 2 • • • • • • • • • • • • • • 3 • • • • • ((( • • • • 4 a •I 14 , • •� + • • • •�• • • •I• • • • • •i• Sc11D — 2 • • • • • • •'• • • • • • • •, 3 • • •. • • •. ;1RA2 I • • • • • • • • • •'• •, • • r• • • • •._..• •, 1 • • • ' • • •1 • • • • • • • • 3 • • • • • • • 12D 1 • • • • • • •i• • • • • • • • • • • • • • •,• •'• • r • • ! • • • • • • i • • • • • • • • • • 3 ••• � • • • . r • • • • • •1 • • 10 r • • • • • • • • , •' • •1 • • • • STRANDED -r.-•— _ 1 • • • I . r s ♦. A 10 • • • • • • • • • • • • • • • • • SOUR •- _ . t • • • • • 1 II sT11A1exD 4 '—i.to soup t l , z t + i t a 1 1 1 '21 1 ``� 1 I P > : 1 1 1 1 16 5114N050 I6 S0tL 14 STRA411I0 14 1.000 10 STR4111130 17 S0110 10 STAAMDOO 10 SOLID u 3U14R 6ell CE Metric Wire Combination Crow action capacity 2,0 m42 through 16,0 morn' Conductor combiralions QuantAy Size Typo P e 5.7 0,5 own/ roi/st►. la 3-7 0,75 mnr2 sat/m- irriga ion 11111 2-e 1,0 mm2 .attar. 2-7 1,5 mm2 sot/ar. 2.5 4,0 m �/a,. pa e 2-4 0 mm2 m2 sot/ar. 1111010 2 6.0 mm2 tal/ar. landscape `Only AWG wire size combincsom arc UL LISTED or CSA Cadged. I/11/I0 ' "Wiry nut"it a regained bode nod(of ideal Industries,Inc. 140.1 Duvall Avenue NE HEADS H . D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425) 649-4692 Fax HD Fowler Company Submittal SUBMITTAL REVIEW Sec.35:In 54 Vendor 82750 X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks RAINBIRD IMPORTANT NOTICE: This review does not relieve the Contractor from Tech Spec responsibility to comply&conform with the Plans, Specifications. and Contract Documents. 460 1800 M Series Spray Heads Liawy 8c Qasorr e.IJIYU industry's Leading Spray Head, CON6(JLtIFIGEtVGINEilRS -"'N\ By MB Date: 9/23121 Trusted for over 30 years,1800 Series Spray Dimensions/Models Heads have provided unmatched durability, • ,o(15121)NPT female threaded o et reliability,and performance. • Models and height: /� :441) Supenor components and features make the 1802:4"(10 cm)body height 1800 Series Spray Head the spray head of 2"pop-up height(5 cm) choice for a wide variety of applications. 1804:6Y(15 cm)Cody Height; 4'pop-up height(10 cm l Features 180k 9 311'(24cm)body height J 6'pop-up height(15 cml Co-molded.pressure-activated,mull-furc- 1812:16"(40 cm)body height Social wiper seal assures positive seal without 12'pop-up height 130 cm) 41110 excess lbw-by'which enables more heads • Exposed surface diameter 214"(5,7 cm) to be installed or the sane valve. • Designed for use with all Rain Bird plastic How To Specify spray head rios.cles-U-Series,HE-VAN, R.VAN,MR,VAN„and XPCN Series. 1804- SAM-PRS • Precision contr'oled flush at pop-down clears debris from unit,assuring positive p ieatue stem retraction in all sou types. Pq5 30psi(2.1 be)in-stern 0„., ,. • Strong stainless steel spring provides Reuse reliable stem retraction. 0111106111 i P45'450 ill bail hla rrn • Ratchet mechanism an all models allows Wit peessure regLMt I easy nozzle pattern alignment without SealA-Matic- took. Meet valor Model • Pre-installed 1800 Pop-Top flush plug let 4'(1p.2 cm,poeupheight PAs blocks debris from entering after flushing Allows for easy nozzle installation. • Constructed of time-proven UV-resistant plastic and corrosion resistant stainless How To Specify steel parts,assuring long product life. • All sprinkler components are removable 1804-SAM-P45-R-VAN18-360 e from the top without 5pccia4 tools, rilIMIONIMINIMINIMIs providing for quick and easy Flushing and Radius Reny maintenance of the sprinkler. tatalltslAtted • Side inlets featured on 1806,1806PR5, 11•VAN14:4S"•270' PAS 45 1806P45,1812,181 2PRS,and 1812P45 R-VAN14360:3W models only, [00mA rare 1t-18'14A tiailni)• Five-year trade warranty. ak R-VANIa:45' 270" ed eke R VANIit 36Q 360'edmv�cOperating Range • 5 aspsi131 1r 24')52to7 )R-VAN24:45'•270- • Spacing:25 to 24 feet f0.8 to 7-3 ml rl in-Sri"" R-VAN24-360t 360" essure • P essure:l5 to 70 psi(1A to 49 bar) guirug>r4dan 5rrlotiazzkes 11-VAN•tt3:Sex 15' SAM-PRS-30 Spedlftcantfons its x 4,6n1) II-VAIN-flak sr I5' • Flow-by 0 at 8 psi(0.6 bar)or greater: 115 x 4.6nt1 0.1 gpm(0.02 m!+h;0.006 Vs)otherwise R-MAN-SST 5's IC 115 x 9.1m) 111) Mudd ieoo P(102 teepee-el)hei9111 mere wry spanker MAW areneorrairtxxmeye SAM•PRS•P45 HD Fowler Company Submittal Sec.35.In 54 Vendor 82750 1800-Series Spray Heads Tech Spec 1.00'SAM Series 1800 PRS Series 4l■11111111111 1800 P45 Series Ideal for use in areas with changing eleva- Designed for areas with high and/or widely Designed for areas with high and/or widely bons„the 1800 SAM Series offers all 1800 fluctuating water pressures,the 1800 PRS fluctuating water pressures,the 1800 P45 Series features plus: Series has all 1800 Series features plus: Series has all 1800 Series features plus: • Built-m Seal-A-Mall-(SAM)check valve • PATENTED PRS pressure regulator built • PATENTED PRS pressure regulator built Eliminates the need for under-the head into the stem.No parts to be installed at into the stern.No parts to be installed at check valves.No parts to be installed at the site.Saves time and money, the she.Saves time and money. the Ste. • Maintains constant outlet pressure at • Maintains constant outlet pressure at • Stronger retract spring to accommodate 30psi 21 bar). Spray nozzles perform 45psi i 3.1 bar).Rotary nozzles perform elevation changes up to 14•(4.2 ml.One of best at 30psi.Ensures maximum nozzle best at 45psi.Ensures maximum nozzle the strongest springs in the industry performance,even with varying inlet performance,even with varying in let • Prevents drainage from spray heads at pressures Maintains constant pressure pressures. Maintains constant pressure lower elevations Stops water waste.Ends regardless of nozzles used regardless of nozzles used. landscape damage due to flooding and/ • Restricts water loss by up to 70%if nozzle • Restricts water loss by up to 70%if nozzle or erosion. is removed or damaged.Saves water and is removed or damaged Saves water and • Helps retain water in lateral pipes which money Reduces possibility of accidents money.Reduces possibility of accidents reduces wear on system components by and property damage.Recommended for and property damage.Recommended for minimizing water hammer during vandal-prone areas. vandal-prone areas. startup. • Ensures consistent performance - Ensures consistent performance • Designed for use with all Rain Bed plastic throughout zone if nozzle is removed or throughout zone if nozzle Is removed or spray head nozzles. damaged.Keeps plant life covered by damaged.Keeps plant life covered by other • 'SAM"stamped on cap for easy other spray heads properly irrigated. spray heads properly irngated. identification and maintenance. • Ends misting and fogging caused by high • Ends misting and fogging caused by high - Five-year trade warranty. pressure.Stops water waste.Ensures pressure-Stops water waste.Ensures necessary watering occurs in high pressure necessary watering occurs ri high pressure Operating Range or wird conditions. or wind condition Spacing 2.5 to 24 feet(OS to 7.3 ml • Designec for use with all Rain Bird plastic • Designed for use withal Rain Bird plastic • Pressure 25 to 70 psi 41.7 to 4$bail spray head nozzles. spray head nozzles • "PRS-30'stamped on cap for easy • "PRS-45-stamped on cap for easy identification aro maintenance. identification ants maintenance. Specifications • Five-year trade warranty • Five-year trade warranty. • SAM capability:holds up to 14 feet 44.2 ml on head;6 psi(0.3 bar) Operating Range Operating Range • Flaw by 0 at B psi(Ob bar)or greater: • Spacing:2.5 to 24 feet 40.8 to 7.3 m) • Spacing:8 to 24 leet(2.4 to 7.3 m} 0.1 gpm(0-02 m.h:0.006 es)otherwise • Pressure 15 to 70 psi(t to 5 bar) p • Installation:bottom inlet only Pressure 15 to 70 psi(1.7to 48bar) Dimensions Specifications Specifications h"(15i21)NPT female threaded inlets • Regulates nozzle pressure to an average 30 • Regulates nozzle pressure to an average Body height 1804 SAM-6'(15 cm}, psi(2.1 bar)with inlet pressures of up to 70 45 psi(3-1 Dar) pressures with inlet presses of uo to • 18065AM-9Ni'(24 cm), psi 14.8 bar) 70 psi(4.8 bar) 1812 SAM 16"(40 on) ▪ Flow-by:0 at 8 psi(0.6 bar)or greater; • Flow-by:0 at 8 psi 10.6 bar)or greater; • Exposed surface tllameUEr:2y+'(5.7 cm) 0,1 gpm(0.02 m3ih;0.006 V;)otherwise 0.1 gpm 10.02 mr;h;0,006 Vs)otherwise • Installation:side or bottom inlet • Installation:side or bottom inlet Models • Side inlet installation not recommended in • Side inlet installation not recommenced in freezing climates freezing climates • 1804 SAM:4"pop-up height(10 cm) - 1806 SAM:6"pop-up height(15cm) Dimensions Dimensions 1812 SAM:t 2'pop-up height 30 cm? • K•(15/211 NPT female threaded Inlets • ^"(15/21)NPT female threaded Inlets __ ▪ Body height 1804 PRS 6'(15 cm), • Body height 1804 P45 6'(15 snit), fief P .. 1806 PRS•9-i'(24 cm), 1806 P45.9%1'124 cm), / a �f 1812 PRS-16"(40 cm) 1812 P45 16"(40 cm) (� f° • Exposed surface diameter 2:4"(5.7 cm) • Exposed surface diameter.2'4"(5.7 an) , Models Models Ars EPA Cjt - 1804 PRS:4"pop-up height(10 cm) - 1804 P45:4"pop-up height(10 cm) ._- MIIMEN01806 PRS:6"pop-up height(15 cm) • 18/6 P45:6"pop-up height(15 cm) r t Es - 1812 PRS:12"pop-up height(30 cm) - 1812 P45:12"pop-up height(30 cm) All Ran Bud*my Bodies with Mare wwirrr5ence cerfifred www.rainbird.com HD Fowler Company Submittal Sec.35 Ln 54 Vendor 82750 RAIN BIRD Specifications 411111111111111 11102,1804,1806 and 1812 Pop-up Spray 1804 PRS,1806 PRS and 1812 PRS Pressure 1804 SAM-PRS,1806 SAM-PRS and Sprinkler Regulating Pop up Spray Sprinkler 1812 SAM PRS Seal-A'Mate Pressure Regu- lat The sprinkler body,stem nozzle and screen Optional Feature 5pnuficatiorn: n9 Pop-up Spray Sprinkler shall be constructed of iseavy-duty,ultra-valet Optional Feature Speoe6cations: resistant plastic It shall have a heavy-duty stain- When so indicated on the design.the 4'6"or 12 less steel retract spring for positive pop down high pop-up spray sprinkler shall also include When so Indicated on thedesigY.the 41 ear 17 and a ratchet system for easy alignment a 1 �regulatireg-:PRS)device to prevent high pop-up spray sprinter shall also include e of the pollen.The sprinkler shall have a soft high pressure fcgging to the nozzle stream.This Seal-A Matic(SAM)check valve and a pressure etaseomer pressure-activated co-molded wiper regulating device shall be an Integral part of the regulating(PRS)device,These units shall be seal for(Mama debts from the poo-up stem as pop-tip step,removable through the top of the identifiable from the top wtth'SAM-PRS-30"case.These units it retracts Into the case to prevent the sprinkler top be Identifiable from the markings on the cap. from sticking up to minimizeofrow-by.' top withPRS 30'marlsings an the cap. The check valve shall prevent low-head drainage Th The sprinkler shah have a matched mopes- e device shall regulate the nozzle pressure to of up to 14 feet of Mewl The pressure regulat- lion rare:MPR)plastic or brass nozzle with an 30 psi for inlet pressures from 35 to 70 psi.Bel w ing device shall prevent high pressure togging adjusting strew capable i of regulating the radius 35 psi the pressure loss shall not exceed 6 psi, of the nozzle stream by regulating the nozzle and flow.The sprinkler shall be capable of hour- pressure to 30 psi for filet pressures from 35 to n non biter careens or 1804 P45,1806 P45 and 1812 P45 Pressure 70 psi.Below 35 psi the pressure toss shall not g protective. � Regulating Pop-up Spray Sprinkler exceed 6 psi.These models shall utikze the bot- pressure compensating screens(PCS)under the torn inlet only nozzle.The screen shall be used in conjunction Oftlelnaf Feorurr Srxcrrfeanats. with the adjusting screw for regulating.The 6' When so inNrated ton the design,thee',6"or 12" 1804 SAM-P45,1806 SAM-P45,and 1812 (15 cm)and I2'130cm)models shall have berth a side and a bottom 1?(15121)(FNPT)Infer for high pop-up spray sprinkler shall also include SAM-P45 Seal-A-Matrc Pressure Regulating ease of it stallation. a pressure regulating(PRS)device to prevent Pop-up Spray Sprinkler high pressure fagging to the non*stream.This Opti The sprinkler snail have a Fop-Top'rlush F'1ug regulating device shall be an Integral part of the once feature S xcntcat orti Pre-installed The plug shall prevent debris(TM'I prep-up stem.removable through the top of the Mien so indicated on the design,the 4'6",or clogging the sprinkler during installation and al- case These units shall be identifiable from the 12'high pop-tip spray sprinkler shall also al- low for the system to be flushed before nuzzling. top wkh'PRS-45"markings nn the cap dude a Seal-A-Matic(SAM)check valve and a 45 The plug shall be bright orange in color and device ce shall regulate the nozzle pressure to psi pressure regulating(P45)device-These traits The constructed of polypropylene material. shall be identifiable from the top with'SAM, 45 psi for inlet pressures from 50 to 70 psi.Below PRS-45.,markings On the cap. SO psi the 1804 SAM,1806 SAM and 1812 SAM Circle PAR loss shall not exceed 6 psi. Seat-A-Matic Pop-up Spray Sprinkler The check valve shall prevent low-head drainage cf up to 14 feet of head.The pressure regulating Optional Feature SpecifiCal i:,, device shall prevent high pressure misting and When so indicated on the design,ttte 4'6"or 12' undesirable performance of the nozzle stream high pop•up spray sprinklers shall also include by regulating the nozzle pressure to 45 psi for inlet pressures from SC to 70 per.Below 50 psi a Seal-A-Marc(SAM)check valve to prevent the pressure loss shall not exceed 6 psi.These low-bead drainage of up to 14 feet of head.This models shall waive the bottom inlet orgy. feature shall require the use of the bottom inlet only.These units shall be identfiable from the top with'SAM'marking on the cap-The sealing device shall be an integral part of the pop-up stem,removable through the top of the sprin- kler,and shall seal against the bottom case inlet. It shall create no more than 1 psi pressure drop at the maximum rated flow. Rain Bird Corporation Rain Bird Corporation Rain Bird ksternational,Inc 6991 E.Southpoirt Road 970 West Sierra Metre Avenue 1000 West Sierra Madre Ave. Tucson,AZ 85756 Azusa,CA 91702 Azusa,CA 91702 Pharc:1520)741 6100 Phone:r6261 812-3400 Phone:16261963 031 fax(520)7416522 Fax i625)812.3411 Fax(6261852 7343 Rain Bird Technical Services The intelligent the of Water' (000)RAINBFRt(1-800-7246247) www.rafnbird,com (tl S.and Ce'sada) all argrsterrd Tr,xremark of Rain Bid Corpor Anon t 202G Rain and Corporation I0/20 • RAINBIRD Nozzles shall be VAN and 12H (180) nozzles Tech Spec Matched Precipitation Rate (MPR) Nozzles Primary Application Matched Precipitation Rate(MPR)Nozzles • , • simplify the design process by allowing • •. r' sprinklers with various arcs and radii to be mixed on the same circuit.Fits all Rain Bird _ ' f !' spray heads and shrub adapters. Features ` -'' • Matched precipitation rates with Rain Bird' HE-VAN and 0-Series-Series Nozzles. #*•; t: • -1 • 1800 Series white fitter(035"x 0.451 0 . screens(shipped with nozzles)maintain • precise radius adjustment and prevent clogging.5 and 8 Series Nozzles are ` • shipped with blue fine-mesh(O.or x 0.0Y') . • • filter screens. • • Stainless steel adjustment screw to adjust • • flow and radius ` • Color-coded on the top to enhance your productivity. Operating Range • Spacing:5 to 1 S feet(t 3 to 43 m) • Pressure:15 to 30 psi(1 to Z.1 bar) • Optimum Pressure:30 psi(2.1 bar) Models • 5 Series-red • • 5 Series,Bubbler Nozzles-gray • 8 Series-green • 10 Series-blue • 12 Series-brown • 15 Series-black • 15StripSeries-black SUBMITTAL REVIEW No Exceptions Taken Make Corrections Noted Amend & Resubmit X Rejected-See Remarks How To Specify IMPORTANT NOTICE This review does not relieve the Contractor from 5 F responsibility to comply&conform with the Plans, Specifications, and Pattern Contract Documents. r Fur H Half 4156 0.Quarter Limy� ,LOC. MPR Radius Range aons&Lrwc ENGINEERS 5:5 feet(1S m) a feet(2.4 m) By: MB Date 9/23/21 12:12 feet(3.7 m) IS:1S feet(4.6m) Matched Precipitation Rate(MPR) Nozzles 5 Series MPR 5 Series MPR METRIC 5'Trajectory 1111 ♦ 5°Trajectory • • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Praci ems! ft_.._.__ gpm Inch Inr'h bar m _ m'h Um mmflr mmlh SF 15 3 0.29 3 I 3 58 SF 1.0 1.1 0.06 1.1 79 91 20 4 033 1.99 2-29 1.5 130.08 1.4 51 58 25 4 037 2.23 2.57 402.0 1S 0.09 1.6 57 65 30 5 041 1.58 1.83 2.1 1.5 0.09 1.6 40 46 5H 15 3 0.14 3.00 3.46 5H 1.0 1.1 0.03 0.5 76 88 20 4 0.16 1.93 2.22 1.5 1.3 0.04 0.7 49 56 1 Ali25 4 0.18 2.17 2_50 AlII 2,0 1.5 0,04 0.7 55 64 30 5 0.20 1.54 1.78 2.1 13 0.05 0.9 39 45 SQ 15 3 0.07 3.00 3.46 50 , 1.0' 1.1 0.02 0.4 76 88 20 4 0.08 1.93 2.22 1.5 13 0.02 0.4 49 56 Ilk 25 4 0.09 2.17 230 II 2.0 13 0.02 0A 55 64 -.___-- 30 5 0.10 _. 1.78 2,1 1.5 0.02 0.4 39 45 8 Series MPR 8 Series MPR METRIC 10°Trajectory II ♦ 10'Trajectory III • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Precip psi ft. gpm In/h Inth bar m m'ii I;m mm,h mmrh 8F 15 5 0.74 2.85 3.29 SF IF) 1.7 0.1 E. 2 u 72 84• 4 20 6 0.86 2.30 2.66 1,5 2.1 420 3.4 58 68 25 7 0.96 1.89 2.18 2.0 2.4 0.23 3.9 48 55 30 8 1.05 158 1132 11 2.4 0.24 4.0 40 46 8H 15 5 0.37 2.85 3.29 8H 1.0 1.7 0.08 1.4 72 84 20 6 0.42 2/5 2.59 1.5 2.1 0.10 1.7 57 66 AI 25 7 0.47 1.85 2.13 ak 2.0 2.4 0.12 1.9 47 54 30 8 0_52 1.56 1.81 2.1 2.4 0.12 2.0 40 46 r80 15 5 0.18 2J7 1.20 8Q 1.0 1.7 0.04 Q.T 70 81 20 6 0.21 2.25 2.59 1.5 2.1 0.05 0.8 57 66 ii 25 7 0/4 1.89 2.18 ji 2.0 2.4 0.06 1.0 48 55 _ 3Q 8 0.26 1.56 1.81 21 2.4 0.06 t=a_ 40 46 Nam AM MPR Hawks rested on d'(10.2 cm)prep-ups Performance data taken in zero wind conditions • Square spacing based on 50%diameter of throw Noel:Radius reduction aver 25%of the normal throw of the non*is not rrcarnmended ♦Tnrmgukn spacing based on 50%diameter of throw www.rainbird.com Tech Spec 10 Series MPR 10 Series MPR METRIC 15°Trajectory • 1S'Trcajectory • A Nozzle Pressure Radius Flow Precip Precip !; Nozzle Pressure Radius Flow Flow Precip Precipl psi ft. gpm Inih Inih _ bar m m3r11 I/m mm/h mm/h 1OF 15 7 1 16 2 28 2.63 1 1OF 1.0 2.1 0.26 4.2 58 67 j>M 20 8 130 1.96 2.26 ill 1.5 2.4 0.29 4.8 50 58 25 9 1.44 1.71 1.98 2.0 3.0 035 6.0 39 45 30 10 1s8 1.52 1.75 _, 2l 3.1 0.36 6.0 37 43 1011 15 7 058 2-28 2.63 10H 1.0 2.1 0.13 2.4 58 67 20 8 0.65 1.96 2.26 1.5 2.4 0.14 2.4 50 58 25 9 0.72 1.71 1.98 2.0 3.0 0.18 3.0 39 45 30 10 0.79 152 1.75 2.1 3.1 0.18 3.0 37 43 10Q 15 7 0.29 2.28 2.63 1 10Q 1.0 2,1 0.06 1258 67 20 8 033 1.96 2.26 I 1.5 2.4 0.07 12 50 58 Ilk25 9 036 1.71 1.98 2.0 3.0 0.09 12 39 45 30 10 039 152 1.75 2.1 3.1 0.09 12 37 43 12 Series MPR 12 Series MPR METRIC 30"Trajectory • � ' 30`TmjectoryII A i Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Predp ___psi ft. gpm In/h Inih bar m m3h I!m mm/h mm/h 12F 15 9 1.80 2.14 2.47 12F 1,0 2,7 0.40 6.8 55 63 ill20 10 2.10 2.02 2.34 ill 1.5 3.2 0.48 83 47 54 25 11 2.40 1.91 2.21 2.0 3.6 0.59 9.7 46 53 30 12 2.60 1.74 2.01 2.1 3.7 0.60 9.8 44 _.,.51.�. 112H 15 9 0.90 2.14 2.47 12H 1.0 2,7 0.20 3.4 55 63 +� 20 10 1.05 2.02 234 1.5 024 4.2 47 54 25 11 120 1.91 2.21 2.0 3.6 0.30 4.9 46 53 30 12 1 1.74 2.01 2,1 3,7 0.10 4.9 44 51 12Q 15 9 0.45 2.14 2.47 12Q 1.0 2.7 0.10 1.7 55 63 20 10 033 2.02 2.34 1.5 3.2 0.12 2.1 47 54 ii 25 11 0.60 1.91 2.21 Oh 2.0 3.6 0.15 2.4 46 53 30 12 0.65 1.74 2.01 2.1 3.7 0.15 23 44 51 Nate:Alf MPR nozzles rested on 4't t 0.2 cml pop-ups Performance data taken in zero wind comb rions • Swore spasrrr9 bared on50%dkeneterofthrow Note.Radiusredoctkonover25%ofthenamafThrowofthenozzleisnorrrcommrnaed ♦ I-no gubr spacing based on 50%diameter of throw www.rainbird.com Matched Precipitation Rate(MPR) Nozzles 15 Series MPR 15 Series MPR METRIC 3".' Irap, 'c;"d II • 30K'Trajectory • • Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Predp psi ft. gpm Inih Inlh bar m m% 1/m mm/h mm/h 1SF 15 11 2.60 2.07 2.39 15F 1.0 3.4 0.60 9-8 52 60 20 12 3.00 2.01 2.32 1,5 3.9 0.72 11.8 47 55 • 25 14 330 1.62 1.87 • 2.0 4.5 0.84 13.7 41 48 15 3.70 158 -_..1,83 2.1 4.6 0.84 4.0 40 •• 75H 15 11 1.30 2.07 2.39 15H 1.0 3.4 0-30 4.9 52 60 20 12 1.50 2.01 2.32 1.5 3.9 036 5.9 47 55 411 25 14 1.65 1.62 1.87 Oh 2.0 4,5 0.42 6.8 41 48 30 15 1,85 1.58 1.83 2.1 4,6 0.42 7.0 40 46 ;150 15 11 0.65 2.07 239 15Q 1,0 3.4 0,15 25 52 60 20 12 0.75 2.01 2.32 1.5 3.9 0.18 2.9 47 55 II 25 14 0.82 1.62 1,87 ii 2.0 4.5 0.21 3A 41 48 30 15 0.92 1.58 1.83 2.1 4.6 0.21 35 40 46 Not AM MPR notes reared on r 00.2 on)PoP-Wu Performance data tabor in zero wind conditions ■ Square sooting hosed on 50%dontererof throw Note:Radius reduction osrr 2541t of the normal throw of the nozzle is nor recommended •Trfargular sparing basedon 50%diameter of throw 5 Series MPR Stream Bubbler Nozzles 5 Series MPR Stream Bubbler Nozzles METRIC C Trajectory 0°Trajectory Nozzle Pressure Radius Flow Nozzle Pressure Radius Flow Flow psi ft. 9Pm bar m mAi I/m 5F-B 15 5 1.50 5F-8 1.0 15 035 5.7 20 5 1.50 15 1.5 0.35 5.7 411110X110111. 25 5 150 2.0 15 0.35 5.7 30 5 1.50 2.1 1.5 0,35 SH-8 15 5 1.00 SH-B 1.0 15 0.23 3.8 20 5 1.00 1.5 1.5 0.23 3.8 Vi 25 5 1.00 2.0 1.5 0.23 3.8 30 5 1.00 2.1 1.5 0.23 3.8 SQ-B 15 5 0.50 5Q4- 1.0 15 0.12 1:9 20 5 0.50 15 15 0.12 1.9 1 law 25 S 0.50 I... 2.0 1.5 0.12 19 t i_,i 2.1 15. 0. 5C5T B 15 5 0.50 ;SCST-B 1.0 1.5 0.12 1.9 20 5 0.50 15 15 0.12 1.9 25 5 0.50 2.0 15 0.12 1.9 30 5 0.50 2.1 15 0.12 1.9 Note:Indicates odjusfd rwfiius at psi sham Note:How of adjusted radius of 5 het f 75 ml www.ratrtbird.com • a - a Tech Spec 1 S Strip Sears METRIC T►al 30°T ay NozzlePressure W x I. Flow Nozzle Pressure W x L Flow Flow psi ._._ ft .9.pm M bar m Win Um 1 SEST 15 4 x 13 0.45 1SEST 1.0 1.2 x 4,0 0.10 1.7 20 4x14 0.50 15 1.2x4.3 0.11 2.0 25 4x14 0.56 60 2.0 12x4.3 0.13 2.3 0.61 . 2.1 12 x 4,6 0,14 2.3 15CST 15 4 x 26 0.89 15CST 1.0 1.2 x 7.9 0.20 3.4 20 4x28 1.00 1.5 12 x 8.5 0.23 4.0 25 4x28 1,11 2.0 1.2x8.5 0.25 4.5 30 4x30 1.21 2.1 1.2x9.2 0,27 4.6 1SRCS 15 3 x 11 0.35 1SRCS 1.0 0.8 x 3,2 0.08 1.3 ' 20 3 x 12 OAO 1.5 1.0 x 3.9 0.09 1.6 ' ie"6 25 4x14 0.45 2.0 1.2x4.5 0.11 1.8 30 4x15 0.49 2.1 1.2x4.6 0.11 1.9 15LCS 15 3 x 11 0.35 1SLCS 1.0 0.8 x 3.2 0.08 1.3 20 3x12 0.40 1.5 1.0x3.9 0.09 1.6 t>' 25 4x14 0.45 2.0 12x4.5 0.11 1.8 30 4x15 0.49 2.1 1.2x4,6 0.11 1.9 1SSST 15 4 x 26 0.89 1555T 1.0 1/x 7.9 0.20 3.4 20 4x28 1.00 1.5 12x8.5 0.23 4.0 =Rpm 2.5 4x28 1.11 imiepre 2.0 12 x 8,5 0.25 4.5 30 4x30 1.21 2.1 12x9.2 027 4.6 95ST 15 9x15 1.34 9551 1.0 2.7x4.6 0.30 5.1 20MI 9x16 1.47 1.5 2.7x4.9 0.33 5.8 25 9x18 1.60 .111 2.02.7x5.5 036 65 30 9 x 18 1.73 2.1 2.7 x 5.5 039 6.5 W=Width of coverage pattern 1=Length of coverage pattern Performance data taken in zero wndcondinons Naar Radius reductton over 25%of the normal throw of the nozzle is not recommended 8 FLT Series MPR 8 FLT Series MPR METRIC 5'Trajectory ■ S'Trajectory ■ Nozzle Pressure Radius Flow Precip Precip Nozzle Pressure Radius Flow Flow Precip Preci. i ft. gpm Inch In/h I bar m m'ih Irm mm/h mm/h' 811f1.T 15 6 056 3.36 3.88 81-FLT 1.0 1.7 0.12 2.1 87 101 20 7 0.65 2.91 3.3615 2.1 0.15 2.6 71 82 al 25 7 on 2.60 3.01 Ali 2.02.4 O,18 2.9 62 71 30 8 0.79 2.75 2.1 2.4 0.18 3.0 60 70 8Q-FLT 15 6 0.28 332 3.83 8¢4LT 1.0 1.7 0.06 1.1 86 100 20 7 032 2.87 3.32 1.5 2.1 0.07 1.3 71 81 11 25 7 036 2.57 2.97 Ai 2A 2.4 0.09 1.4 61 71 30 8 0.39 235 2.71 2.1 2.4 0.09 1.5 60 69 i Note Atf MPR nor-des rested on 4'f 10.2 cm)pop•ups Performance data taken in zero wind conditions • Square sparcrtrghasedonX*dkun.rerofthrow Note:Radiusreducr+onoser25%Aodthetrormalthrowahrrwrzfeisnorrecommended • Manus*spacing posed on 50%drametrr of rsuow www rarnhird cart FICA: I Duvall Avenue NE VALVE BOXES H .D FOWLER COMPANY Bellevue Branch 13440 SE 30th St Bellevue, WA 98005 (425) 746-8400 (800)487-5290 (425) 649-4692 Fax • I 4 HD Fowler Company Submittal Valve boxes shall be cast iron from approved supplier per contract spec Sec.20:Ln 24:Sec.20:Ln 25 9-30.3(4) Vendor 78610 NDS Pro-SpecwSeries Next Generation Commercial Grade 1 i 1 .di 1 NDS Pro-Spec 13"x 24" Rectangular Valve Boxes 1 IP' IMO.The NDS Pro-Spec' 13' x 24 body is tapered and has a minimum wall 1 hickness of 0.270", The body has a double wall at the top cover seat area with a minimum thickness of 0.270". The cover ..;-; area has 18 structural support ribs on the underside ol the seat,each with a minimum thickness of 0.250 . The bottom of the body has a 1,000'flange. The 13"x NY'. SUBMITTAL REVIEW The valve box has a 3/8"304 Brass No Exceptions Taken , Make Corrections Noted 1 - I Amend & Resubmit El X l I Relected-See Remarks Il :' 1111 sisaripm IMPORTANT NOTICE This review i , • oi 22,62 ,,3-,z4.02. does not relieve the Contractor from , I,2 24 'apra -..,:...--- responsibility to comply&conform 1 nisris is-i airN ir n I 12 24 2OPPI with the Plans, Specifications, and i I ..., 14'..v. =IBMS 1Tii2e/112* Contract Documents, li t2 24 if 20PR .4pr,gp t f I ,s ' 3210% 13'g 24'x iir llikt 13'3 24*A15* :sr . Gray.Sr Osborne', Inc: in ' 12 2A 1 20Pli 1 . • ;.. 0000.14,7104G EN+GINEEn 322115/B1 t3x2r t 1r f IIII '2 24 MR 1, .11041ni 13"s 24',IS. By: MB Date:9/23/21 , , 74 1 209 4 - Ow Oily 24'Overtax:Kw COW ICJ 611'21 " ,,P'I- x 24 CroutairrN r.17•Ur SlWr caw 2 % AO= . Scia MIN :I2IB , IT 11 24'x IT Bo. Gre4.1 '') I g ?OPP I 72213 tr a 24'ii,5*Hca ,if,ori '2 l' 21:IPfl 1 ' usi IT ii2i•i 15*etzo diac14 '2 le APR 12188 yr.r SS oo, StOe r ea 1 1 nom NDS . , . . . . HD Fowler Company Submittal Sec,30:Ln 51:Sec.30:Ln 53 Vendor 78610 NDS Pro-Spec- Series Next Generation Commercial Grade INDS Pro-Spec- 14"x 19'' Rectangular Valve Boxes I 111•1111.The NOS Pro-E.,, ,,_ ..:' x 19 body is tapered and has a minimum wall 111 thickness of 0.187'.The body has a double wall at the top cover seat area with a minimum thickness of 0.200'. The cover seat area has 18 structural support ribs on the underside of the seat.each with a minimum thickness of 0.200'. The bottom of the body has a 0.500' flange.The 14' x 19'cover has an average thickness of 0.200'. The valve box has a 3/8"304 Brass nut for the bolt-doi.vn as a standard feature. !. Calm Pak! We PrOfte 0 4.,"'.4.'. IIIIIIIIIIIMIIIIIIIIII leavr.voli i tr. Ea Ittr.' We IT 30 5.61,4,5>N C-1.41.-C10 ,6 6 ,•-.,+.r ,..; n.t. 31330 ,14',19'3reupole3 e ,Nide"Mame Co ICV ,Ow.iroGrern aA i.. 313803ix 1 14".t isr,;ormfgaixt kg,°waxing eciaxim COW-KV Blacidira 64 liS 1. 34313CEIFI :14'a IT rain Com-Radom'VA* erecirArOs 44 8 5 2CPP 313BC83816 14'1'69-Cariumieo a DAraDano Boa-Doein Goer-11.401aniel Woo 013.a.Thick 64 ,Ets 20FR 1r 3131303R8 14'1E IT Cartup089 Rat Chertanurq 894-Cola Caw REGIEWHil Mar BIEIVG0P0 $4 8,5 20411 I IImem I l''a 10'Camp:11 RN.Nerappq R5O-Then Cow-Sows EisztiGreen 44 6 5 xYg Aiks- .,,...) ,e,,...:1:"-er 3133CVN 14'a 19'Canoed Pax,anrepore OA-Owl Caw-War 01404reen 61 Si 21,1,1 t, 4 or-ip, 3133C1W8114 14"4 ir Congaed erk,04441W433 1133-03.441 Omer Moo BbakoBlir% $4 8.5 21,11 31413C 14"a 19'fol.CAerlm*Tra 13her ICY Glernfoeto 34 It 4 2C.R 3148C rat 14'4 19'8ia.Orwligong Cowr FirrAdalliairr Envier.•Soren ElatfilecO, 34 &I 2C8111 31433C13 ,14"or camigesa 0or,Orstrapprog B311-0orm 0340 0 tiretrArern 34 9.5 2!)P01 31 4803 EEC i c•19'Corneona flos,Oerekirq fia-flyan Cow Bozic OreyiGray 34 85 2Lf1R 31 WORE. ,4'I IT Gorngelia gto Orelrgin3 801-tkom COW ABC1111481443934 OrtterieCtem 34 11.5 2EF44 31 4105 ,4'a 19"7.praugaIed[85,a OseaserrN Ek:11-0314m Ow-Sow Criewmrswr 34 8.5 20.711 , 314segs,040 ,4-r IT.70-wowi 40.,%maw")8511-13orm 030e al San&Sail0 34 8.5 70,41 31 ems 14',10'Cmuoirtial&PI,0,r.150,,q B511 Damn Oror oraaw 13reordCf11ri 84 8.5 2fP1 3346cRAND ..4"I,Y"9u4 4surafP419 Co". 'CN' iilfilSon0 541 &2 21)P44 31 4P9C88 Ira,r Conusec fimi,:..1.eneoop P.uo-tovn Cow-Raceme*Iva Pepe/Prim bi 8 4 20PR 314P1PER ,4"i 19'90.1.3,antene Cner-gischwmx WSIEt PoieNnVe 81 I 3 7(641 Ceiir Of. 1 II:.?c, . ...1 ,,,,Lrir,rrr OM I c g ,11,,I WYI ? ,"aPfi I 31X GEC 14'I lg.NOtatring OW Eloonc Gpay 411 313CIL4 ,14'4 19'Orertagang LOW ICY 0150‘ 300 ,..2 3 20PR 313C2114 14 I 19'3verhiP0Ava Caw-iCv Now, 110 2 3 MYR 313C0 182C 14'a 19*NailairvIng Cam Ile= 8111111' 300 21 21,0 313CR 14"ate-'NeilacortI Cr Flellical AWMI Pun* Da 2.3 ',VII_ 311134113 3 ,,14"r 13"3.0ilArrav Cow Neural Mir Elia ,309 2 31 2%91 31 3CRG ,14"a 19-0,arliwary Com. Ruclairned Wear Growl 300 ,2 3 21:010 31 3CSAND I 4"i 19' lawn;)Caw 1CN Sara 300 ,23 20PR 31104i 14"i 19'3yerlaappq Cow Vial,* IPA 300 2 3 201R 31 dICS .,I r r 13*Nerlarc c.v... -37t-Sewer ,tiror 2 3 20P11 31 4.("Pr I 4-It 19" Q,aal ai 10•05 0411,' Gleer 31.11 2 3 :I" II"°PA ._ 1 48 14"I 18*80 1Itetr 84 5 2UPR 31 4813A IC.19,Tom Ea, .1164,.. /S-4 1 11 ?1P4 11388 2-II?.al-SS s MO/ 3 ''.,., NDS Viihti BEJS,,' t. HD Fowler Company Submittal Sec.20-Ln 17.Sec.20:Ln 18:Sec.20:Ln 31:Sec.20:Ln 32:Sec.20:Ln 41:Sec.20:Ln 42 Vendor 78610 NDS Pro-Spec. Series Nett Generation Corr rr err_a.G-ade NDS Pro-Spec`" 10'r Round Corrugated Valve Boxes III Tne NDS Pro-Spa+. t O wt.r1Jl uuuy ia&,t r id and has a minimum wall thickness of 0,250'. The cover seat area has 8 structural support ribs on the underside of the seat,each with a minimum thickness of 0.250'.The bottom of the body has a 0.500' i flange.The 10'round cover has an average thickness of 0.300'. The valve box has a 31"8"304 Brass nut for the bolt-down as a standard feature. I 1* Caton , .rn Product r! isexrceeen uty. u,me; CIe e MeiQhwl 2.1d4' 31'RE 1Ci grunt!;44.g41te7 ill Reed 3w 4 appmg'2,Ner Cr BtackrGekn '3? A o 31!KB iv ROted Corrwatt9 3r4 Round DRntlp{MV 001Clrot Cow IG4 '9aGLCaeee '32 I 4.6 3P1 10 31 rocas 10'Rand canoed aoR,Rand Onoteppag Cote 4V I f tMCU'Bleclt 132 4.6 20PR 311608W 10'Round Can irmilioed Oat.Rand Ovahppiig Ode•oot n Carer Went 1 :192 44 20PR /' 3110a1 10'Raurd Canepeed gat Rand Onntopptq Corer-Reamed Water 1 9ectPu011 132 4.6 2OPR to-, an 311005 10'Rd Canct6ed Oar.Round(*Madding CUM Saar I Elect/Green132 45 {20PR 31 t0CA Ur Bard Congest;Flat Rand Ctienening Carer 8ectrtiaen 132 4.5 MN 3128C 10'Rotrel CCeaval0 Boa Round t)terlelptlp Core tCV >;rrerr+Grrr •132 44 2OPR . limuni., 3126C QEC 10'Rotnd Caroillbed Bcol.Round Ore4app„B Cow twat GreetCuay 132 49 20PR jl 3129r8 10-Rand oatltlpeteil Bon.Raul orattrppinp 9:15C en Cost CV Gtde vraveo '132 4.4 e20PR 13' 312908 E1EC 10'Roond Connote Oat tbevd Output BditO eo Cewr tttttrlt •Omarr1 132 49 1 20PR 3129C0S 1rr Rand Cdtapeted Bac.ReudOeenepptg 5014•[teem Carer-&pare Oreeta*?irian 132 43 120PR 3129CAax 10'Rand 0terr cling R&aeed Cana 'a81sr81ers ' 132 4.1 1 20PR 3129000 10'Round Competed Sac Rand OnMeppnp Corer-Bedtime Water 1 finietRieen 132 4.5 {20PR 3128tS 10-Rant Ctmpeeed Sac.Reuel Oeirle ilr Cow•'Server t Ore400ndo -132 45 I 2OPR 3129GSMD 10-Rand Caroled But,Rand Ontappieg Carer (V SandiSetd 132 4,4 i 20PR - 31213CA 10'Pate Camera 9rec Nerd tierieppirg Cover tan GreerrQede '132 43 120PR 312P5031:1 I UT Rxiel Ca'v*iei Ble,laud Deno g Boa-ibw Fors-PecMrrra*pie PUUMIFIliplko f 132 4.4 20PR 312P9C, ' 11,RR AM"e^moarP0 Rot Round 9te!1flecinc"'Putt Pe.1frwt!Wa!w P,.r1'seR4raee ''i2 e1 20PR Carer army 1 311C ur RRre-erarAnn(, rrt.i:Y ,,rm APR 1 311C dK le-Mudd Mai atelr4 Cars CV Nina ,i 1aP9 31 IC BON 10'Fund Dtrupent Carer CV Orann 200 1,5 20PR 311C ELEC 10'Reno 0rortag10g Crow-flout Gray 200 1,5 i 2dPR 311CII 10-Rand OvrtoppapCatrr-Redman yhar Pipe ;n10 1.4 i 20PR 1 311C/03 10-Rant Dterippap Cater-Sec eriwa Water Green 200 1.S 20PR 10 Rand OeerUpert0C91rr•Sow scum 200 15 20PR 31 tCS4i0 10"Wind 0 tether p Cote CV Snit 2E0 1.4 ,•20PR 31 tCW 10'Rand oteroppeg Corer Oh* 3tacc 200 1 s •MR 311 CW oi, 10'Rand L>h!r'aeorne Core, *t ',OA'. MU 1 1 i 20PR abZ ad, .-i 11 LI 1.Ik,jt tug.[e1 rhir Nucm '32 3 1 3129 i 11r Fusel 4poentdlie ureeri 1,31 312P8 1d'potsd Cortaora 44. u,4;v •-c -4 ,.. 11388 1 .p 2-1fr'e.3ld SSeiS v�.! „r• .1, ?tM! a viAnn•. -.0 ,•..,Irr.a1=•1-rv,r 44 . ' ' -tise Studied.Wait ndspro.com UL e Washington State iir Demi:meat& Wanspoltation Request for Approval of Maternal Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 _ 7/11/2022 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# 083A& B PE Use" Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdqtr./QPL HQ Use No. Product/Type _ Manufacturer or Pit Number Reference Code Code A73 WPSLIP Cadmna, Inc. Issaquah 1,2 Project Engineer/Representative(2 Date State Materials Engineer/Representative Date 7/12/2022 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. 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 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. i 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks Mfr. Cert. of Compliance shall show cement mill test report (HQ): number and admixture product&dosage. DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ['Contractor ❑Region Operations Engineer ❑Fabrication Inspection D Region Materials ❑State Materials Lab-MS 47365 CADMAN HEIDELRERGCEMENTGroup° Cadman, Inc. Suite 100 7554185`hAvenue NE PO Box 97038 Redmond,WA 98073-9738 425.867.1234 fax 425.861.4046 www.cadman.com March 1,2022 Concrete Services Inc. 11403 58th Avenue E Puyallup,WA 98373 Project: Duvall Ave NE Improvements Char, Cadman,Inc. proposes to deliver the following concrete mix designs for the above referenced project: Mix Design Description Use WP40003(HR) WSDOT Class 4000 Air Class 4000 WPSLIP(HR) WSDOT Slipform Slipform Upon approval,kindly return a copy of the approved submittal to Cadman. Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project,sometimes providing that data for future projects. Cadman cannot control and therefore cannot be responsible for the plastic properties of concrete beyond the end of the truck chute. To access Environmental Product Declarations(EPD's)web search ASTM Cadman EPD's. Any mix design not found can be generated upon request. For any additional questions regarding this submittal or project, please contact: KeithPrepared By:Smyth e. Sr. Sales Representative (425)429-4445 Erika.Madison Technicaa Support Washington W; Ilispertmerft Concrete Mix Design Contractor Submitted By 1 Date Concrete Services Inc. Char 03/01/2022 . Concrete Supplier Plant Location Cadman Inc. Issaquah(51) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 Remarks: WSDOT Slipfnrm -4000 PST 1"+/- 1" Slump 6°/n+/- 1 5% Air • Mix Design No. WPSLIP Plant No. 51 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy, Materials J Cement Lehigh Delta, B.C. ASTM C 595 Type IL(15) v 3.15 564 Fly Ash a ❑ F ❑ C Alkali % GGBFS(Slag)a _` El 100 ❑120 J v Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 0.25-20 Water-Reducing Type A n Master Builders MasterPozzolith 801 1-40 El 0 0 Water(Maximum) 240 Ibs/cy Is any of the water Recycled or Reclaimed? 0 Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.9 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6260V-1 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(% by mass of cement) 0.021 ®Water Soluble ❑Acid Soluble A ency Use Only(Check appropirate Box) 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: ""— 7/12/2022 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. WPSLIP Plant No. 51 Aggregate Gradation ®AASHTO ❑ Combined Nominal Maximum Size (In) 1 v Aggregates 1 2 3 1 4 5 Total b CA7 A189 A189 i''' . ;, WSDOT Source No. ' ,5. b 12/12/24 01/23/24 01/23/24 °'Y'`r l''' '' Source Expiration Date A , °�`r: ASR Expansion (%)b ® 14 Day ❑ 1 Year 0.16% 0.36% 0.36% " r' ,:- Is ASR Mitigation Required? No Yes Yes ,,,,, c Class 2 AASHTO57 AASHTO 8 . '' ' Stock Pile Grading i'(' , V, . . Percent of Total Aggregate 47 38 15 pGravity ( Specific SSD) 2.65 2.73 2.72 � �;,,�,� , Lbs/cy (ssd) 1460 1215 475 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 100 1 inch 100 100 li 100 3/4 inch 100 90.3 100 1/2 inch 100 35.9 I 100 1 3/8 inch 1001/ 6.80 94.9 No. 4 99.11 0.50 12.3 No. 8 89.1 0.201 1.10 1 No. 16 70.2 J 0.20 0.30 1 No. 30 46.5 0.20 0.30 No. 50 15.6 i 0.20 0.30 No. 100 3.60 % 0.20 0.30 No. 200 1.10 ` 0.00 0.10 Fineness Modulus: 2.76 (Required for Class 2 Sand) Proposed ASR Mitigation Method : The usp of Low Alkali Cement Alt Method,see test result from ASTM C1567 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 0.20%. 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 05/2014 L EH/GH HHDELDiRGCEMENTGroup Lehigh Northwest Technical Services Report Number : C-17374 5225 E.Marginal Way South Date Cast : 07/17/20 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WPSLIP F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 564 3.15 2.87 1.012 22.76 lbs. 1"x#4 ID:# (06-10-20) 2.20 0.00 1.011 22.76 lbs. 3/8"x#8 Fly Ash(Boundary Dam Class F) 2.43 0.00 1.039 22.76 lbs. B.S.Mst. ID: (Lab Supply/Jun 2020) 2.71 0.00 ; 0.00 22.76 lbs. 1" x#4 (Issaquah /A-189) 1215 2.73 7.13 1 1229.58 52.58 lbs. 3.4 3/8"x#8 (Issaquah /A-189) 475 2.72 2.80 ' 480.23 20.91 lbs. 1.7 Fine Agg. 2.67 0.00 I 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1460 2.65 8.83 1 1516.94 64.08 lbs. 3.4 ' Fine Agg. 2.60 0.00 - 0.00 0.00 lbs. Water 240 1.00 3.85 I 165.62 6.62 lbs. Mbae-90 7.0 oz./yd. 1.63 ' 0.28 8.3 cc. Pozzolith 80 22 oz./yd. - 0.88 26.0 cc. MasterSet Delvo oz./yd. 1 0.00 0.0 cc. Glenium 7500 oz./yd. I 0.00 0.0 cc. Total 3954 lbs. 27.11 158.3 lbs. Calc.Unit Wt. 145.87 Measured Slump 1.50 Air Temp. 71.6 W/C Ratio 0.43 Air Content 6.1 Unit Wt. 144.78 S/A Ratio(by weight) 46.3 Conc. Temp. 75.0 Yield 27.31 S/A Ratio(by volume) 47.1 Design Air Content 6.0%± 1.0 Target Slump 1.0"±1.00" Area: 12.77 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17374 07/17/20 07/20/20 3 4 x 8 54020 4230 "" 3 53980 4230 4230 _ 07/24/20 7 68200 5340 11 " 7 66980 5250 5300 08/14/20 28 79870 6250 11 " 28 79760 6250 6260 28 80190 6280 09/11/20 56 0 56 0 0 Remarks: Bon/Peter. 90029111std TEST METHOD FOR DETERMINING THE e><LInim 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 Redmond,WA 98052 Revision: — --- — — 1 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: 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 0.30 I l 1 — MOOT 16-day Expansion Limit 0.25 —.0--Fine Aggregate(A189) .-. 0.20 . mime z 1 0.15 Id 0.10 - 0.05 - . 0.00 • 0 2 4 6 8 10 12 14 16 18 TIME(Days) Expansion %) TIME,Days 0 1 3 6 10 14 16 19 21 28 32 AVERAGE 0.000 - 0.030 0.070 0.110 - 0.180 - - - - WSDOT 16-day Expansion Limit 0.200 Notes: 1.Testing performed by accredited laboratory in accordance with 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 0.18%which Is below the maximum expansion limit of 020%as per WSDOT. SCR -..—:''.• Reported b . TM Reviewed by: L✓ P Y �� i Gene Lecuyer,P.Eng-Materials Engineer Results pertain only to he sample(s)provided and constilute7 a testing service only.Engineering interpret tton or evaluation of the lest results will he provided upon wrllton request only. EXL Engineering Materials Testing Lab, Unit N109-7196 Vantage Way,Delta,BC V4G 1 K7•PHONE 778.37a-8054•EMAIL glecuyereexlengineering.com Aggregate Source Approval Report. Page 1 of 2 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 Pit Located in: Lot 288,Sechelt IR 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:0.68 Apparent Sp.G.: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 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: 12/12/2019 Expiration Date: 12/12/2024 ASR-14 Day:0.16 ASR-One Year: CCA Absorption: CCA Sp.G: Deg: FCA Absorption:0.87 FCA Organics:1 FCA Sp.G:2.666 Lk Remarks: Currently approved for: Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Coarse Concrete Aggregates Riprap,Quarry Spalls,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: htlps://wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=CA&pit_no=7 6/11/2021 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 T24N R6E County: King Remarks: Mineral Agg.and Surfacing: Test Date: 01/10/2019 Expiration Date: 01/10/2024 Absorption:0.98 Apparent Sp.G.:2.843 Bulk Sp.G.(SSD):2.793 Bulk Sp.G.:2.766 Deg:76 LA:14 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: 01/23/2019 Expiration Date: 01/23/2024 ASR-14 Day:0.36 ASR-One Year: CCA Absorption:0.91 CCA Sp.G:2.703 Deg:77 FCA Absorption:1.77 FCA Organics:2 FCA Sp.G:2.651 LA:13 Remarks: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates 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: Riprap,Quarry Spalls,Rock for Rock Wall,Erosion and Scour Protection: Test Date: Expiration Date: https://wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pit_no=189 6/11/2021 National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Issaquah Plant 51, Issaquah, 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 O. 14--4:248eNa Signature of Licensed Professional Engineer limo VA. ©is 0 `� October 04, 2021 October 04, 2023 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. ature C pany Official ;rifle 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 misuse of this certificate may result in legal action. Plant ID#: 801733 Certification ID#:28226 © 1965, 1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250•Alexandria•Virginia 22314 Allift � Washington +�1 Department of o lien Request for Approval of Material Contract Number - FA Number N/A SR Duvall Ave NE Date CAG 20-065 7/19/2022 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# 084C PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A73 WP40003 Cadman 1,2 - A74-A77 A82-A84 • Project Engineer/Representative Date State Materials Engineer/Representative Date 7/19/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory O Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for 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 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 (PE): Mfr.Cert. of Compliance shall show cement mill test report number and admixture product&dosage. Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor El Region Operations Engineer El Fabrication Inspection El Region Materials El State Materials Lab-MS 47365 V7Slasidnagool State) A.; Dapiainiant of Trartsportaiton Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/012022 Concrete Supplier Plant Location Cadman Inc. Issaquah(51) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 V Remarks: WSDOT Class 4000 Air 4"+/- 1"Slump 6%+/- 1 5% Air Mix Design No. WP40003 Plant No. 51 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh I / Delta, B.C. ASTM C 595 Type IL(15) V I 3.15 470 J, Fly Ash a Boundary Dam _Calgary,A.B. ® F ❑ C Alkali % 2.56 94 ✓ GGBFS (Slag)a ❑ 100 ❑ 120 Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 901 0.25-10 Water-Reducing Type A n Master Builders MasterPozzolith 80 1-40 Water-Reducing, High Range Type F n Master Builders MasterGleniwn 7500 1-50 0 Water(Maximum) 245 Ibs/cy Is any of the water Recycled or Reclaimed? 0 Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.6 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6060 ‘4I Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(% by mass of cement) 0.022 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) 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: 7/19/2022 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. WP40003 Plant No. 5 1 Aggregate Gradation ® AASHTO ❑ Combined Nominal Maximum Size (In) I 1 v Aggregates 1 / 2 V 3 4 5 Total WSDOT Source No.b CA7 V A189 A189� Source Expiration Dateb 12/12/24 01/23/24 01/23/24 ASR Expansion (%)b Z 14 Day El 1 Year 0.16% 0.36% 0.36% Is ASR Mitigation Required? No Yes Yes Stock Pile Grading c Class 2 AASHTO57AASHTO 8 Percent of Total Aggregate 41 43 16 Specific Gravity(SSD) 2.65 2.73 2.72 Lbs/cy (ssd) 1253 1376 495 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100i 100 1 inch 100 100 I 100 3/4 inch 100 90.3 100 1/2 inch 100 35.91 100 V 3/8 inch 100 ✓ 6.80 94.9 I No. 4 99.1 0.50 i 12.3 I No. 8 89.1 0.20 i 1.10 1 No. 16 70.2 1 0.20 0.30 V No. 30 46.5 0.20 0.30 No. 50 15.6 1 0.20 0.30 No. 100 3.60 I 0.20 0.30 No. 200 1.10 0.00 0.10 Fineness Modulus: 2.76 ,1_(Re uir�d�for Clan s dt)_,,^ ,7_ter_<.�'mac„,_Y-_„.--.,(__��,-;.-.,(__ Proposed ASR Mitigation Method The use of Low Alkali cement Alt Method, see test result from ASTM C1567 Notes: �,.—...)._��v 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 0.20%. 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 05/2014 L EHI GH 1EIDELBERGCE MENT C rouo Lehigh Northwest Technical Services Report Number : C-17298 5225 E.Marginal Way South Date Cast : 06/17/20 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WP40003 F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.007 19.00 lbs. 1"x#4 ID:# (08-28-19) 2.20 0.00 1.013 19.00 lbs. 3/8"x#8 94 2.56 0.59 1.052 22.76 lbs. B.S.Mst. ID:..a.ah Sunoly-L ia.21i2(i). " 2.71 0.00 0.00 22.76 lbs. 1"x#4 (Issaquah /A-189) 1376 2.73 8.08 1385.63 58.83 lbs. 3/8"x#8 (Issaquah /A-189) 495 2.72 2.92 501.44 21.76 lbs. 1.7 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1253 2.65 7.58 1318.16 56.13 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 245 1.00 3.93 167.15 6.69 lbs. Mbae-90 3.0 oz./yd. 1.63 0.12 3.5 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 0.0 cc. Glenium 7500 16.0 oz./yd. 0.64 18.9 cc. Total 3 93 3 lbs. 27.11 157.5 lbs. Calc.Unit Wt. 145.09 Measured Slump 5.50 Air Temp. 70.7 W/C Ratio 0.43 Air Content 6.5 Unit Wt. 144.18 S/A Ratio(by weight) 40.1 Conc.Temp. 72.5 Yield 27.28 S/A Ratio(by volume) 40.8 Design Air Content 6.0%± 1.0 Target Slump 4.0"±1.00" Area : 12.77 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17298 06/17/20 06/20/20 3 4 x 8 45270 3550 II II 3 45370 3550 3550 06/24/20 7 58700 4600 11 " 7 58860 4610 4610 07/15/20 28 77730 6090 "" 28 76760 6010 6060 "" 28 77800 6090 08/12/20 56 0 "" 56 0 0 Remarks: Bon/Peter. 90029111 std C-17299 paperwork used for water and reporting. Mix batched with 240 lbs/yd(6.50 lbs)water. TEST METHOD FOR DETERMINING THE E>I<Lom 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 Redmond,WA 98052 Revision: 1 Attention:Mr. John Cherne 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: WA SCM TYPE; Fly Ash Type F CEMENT ALKALI(Na20 eq.): 0.49% SCM SOURCE: Boundary Dam AUTOCLAVE EXPANSION: 0.03% SCM REPLACEMENT: 15% WATER BINDER RATIO: 0.47 0.30 — MOOT 18-day Expansion Limit 0.25-- —�—Flne Aggregate(A189) 0.20 tie II Z 0.15 a 0.10 0.05 - 0.00 0 2 4 6 a 10 12 14 16 18 TIME(Days) Ex ansion %1 TIME,Days 0 1 3 6 10 14 16 19 21 28 32 AVERAGE 0.000 - 0.030 _ 0.070 0.110 - 0.180 - - - - WSDOT 16-day Expansion Limit 0.200 Notes: 1.Testing performed by accredited laboratory in accordance with 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 0.18%which Is below the maximum expansion limit of 0.20t6 as per WSDOT. Reported by: TM Reviewed by: C Gene Lecuyer,P.Eng-Materials Engineer Results pertain only to the eatr¢ua(s)provided end conplliutea a testing service only,Engineering interpretation or evaluation of the teal results will be provided upon mitten request only. EXL Engineering Materials Tasting Lab, Unit#109-7198 Vantage Way,Delta,SC V4G 1 K7•PHONE 778-378-9054•EMAIL gtecuyeri exlengineering,Cam Aggregate Source Approval Report. Page 1 of 2 I 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 Pit Located in: Lot 288,Sechelt IR 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:0.68 Apparent Sp.G 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 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: 12/12/2019 Expiration Date: 12/12/2024 ASR-14 Day.0 16 ASR-One Year: CCA Absorption: CCA Sp.G: Deg FCA Absorption:0 87 FCA Organics:1 FCA Sp.G:2.666 LA: Remarks: Currently approved for: Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Coarse Concrete Aggregates Riprap,Quarry Spalls, 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: https://wsdot.wa.gov/bizJmats/ASA/ASAReport.cfm?prefix=CA&pit_no=7 6/11/2021 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 T24N R6E County: King Remarks: Mineral Agg.and Surfacing: Test Date: 01/10/2019 Expiration Date: 01/10/2024 Absorption:0.98 Apparent Sp.G.:2.843 Bulk Sp.G.(SSD):2.793 Bulk Sp.G.:2.766 Deg:76 LA:14 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: 01/23/2019 Expiration Date: 01/23/2024 ASR-14 Day:0.36 ASR-One Year: CCA Absorption:0.91 CCA Sp.G:2.703 Deg:77 FCA Absorption: 1.77 FCA Organics:2 FCA Sp.G:2.651 LA:13 Remarks: Currently approved for: Coarse Concrete Aggregates Fine o re�P�ggr�.�a�s ,�� 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: Riprap,Quarry Spalls,Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: https://wsdot.wa.gov/bizJmats/ASA/ASAReport.cfm?prefix=A&pit_no=189 6/11/2021 National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Issaquah Plant 51, Issaquah, 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 ©.sy iporw-4-19NN to 410 Signature of Licensed Professional Engineer flos 441116TEA� �� 8e,, October 04, 2021 October 04, 2023 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. ature C pany Official �itle 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 requirements 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#: 801733 Certification ID#:28226 © 1965, 1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250•Alexandria•Virginia 22314 WeWashington State imi Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 1 3/24/2022 Section:Title of Project County Duvall Ave_ NE Improvements King Contractor Subcontractor Reed Trucking & Excavating, Inc. Concrete Services. Inc. This form shall be completed pnor to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example RAM # 084B Bid Material or Name and Location of Fabricator. Specification PE QPL ridgtr AQPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-73 04C3A Miles Sand & Gravel 1, 2 Cement Type I/I I _Ash Grove Seattle 9-01 2525 Fly Ash -Type GU & I-11 Ash Grove 9-23.9 10 Air Entrainment Master Air AE9� 2250 Master Builders 9-23.6(1) Course/ Fine Aggregates PS-B-329 Canyon Road 1, ASA i 1 I Project Engineer ,--- Date State Materials Engineer Date 3/29/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory t ceptance Critena- Acceptance based upon'Satisfactory`Test Report for samples of materials to be incorporated into protect. 2. ceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'poor to use of material. See Remarks .Acceptance Criteria. Catalog Cuts for'Acceptance'prior to use of material. Catalog Cu:Approved ❑Y,". 0 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. 0 Approval Withheld_ Fly Ash not shown on Mix Design 11.Miscellaneous Acceptance Criteria. Remarks. Mfr. Cert. of Compliance shall show cement mill test report number and admixture product & dosage Project Engineer Distribution State Materials Engineer Distribution ®Contractor El Region Materials E General File ❑ Signing Inspection ❑ Region Operations Engineer ❑State Materials Lab ❑ Other ❑ Fabrication Inspection MIS 47365 DOT Form 350-071 F.F Revised 12/2012 Washington State fF Department of Transportation Concrete Mix Design Contractor Submitted By Date Reed Trucking& Excavating, Inc. Concrete Services 3/24/2022 Concrete Supplier Plant Location Miles Sand& Gravel Pacific,Kent Contract Number Contract Name CAG 20-065 Duvall Ave NE-City of Renton This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 J Remarks Can be used as Commercial Concrete Mix Design No. 04C3A Plant No. 202 203� Cementitious Source Plant Type,Class or Grade Sp.Gr. Lbslcy Materials Cement AshGrove Seattle ASTM C 150 Type I/II 3.15 564 Fly Ash a El F n C Alkali% GGBFS(Slag)a 100 El 120 Concrete Admixtures Manufacturer Product Est.Range (ozicy) Air Entrainment BASF MasterAir AE90 1-15 Water(Maximum))25 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yes° E✓ No Water Cementitious Ratio(Maximum) 0 40 Mix Design Density(pcf) 143.2 Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 5320 Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.031 0 Water Soluble Acid Soluble Agency Use Only(Check appropriate Box) X❑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: 3/29/2022 PE Signature Date DOT Form 350-040 Distribution.Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng. ;Regional Materials Lab;Project Inspector • • Mix Design No. 04C3A Pilard No. 202,203 Aggregate Gradation EAASHTO El Combined Nciniinal Maximum Size(In) Edit... 2 1 3 4 5 Aggregates 1 / Total WSDOT Source No.b B-329 ! B-329 Source Expiration Data b 06-2022 06-2023 ASR ExParisionN b D 14 Day El 1 Year 0.04 0.04 Is ASR Mitigation Required? No . NO . .. Stock Pile Grading c 57 CLASS 2 . Percent of Total Aggregate . 0 Specific Gravity(SSD) 2.68 2.65 LbSicy(ssd) 1860 1330 3190, Include Percent Passing for each aggregate component.Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 1 100.00 100.00 1-1/2 inch 100.00(1 '1 pa.00 I 0.P.gcl 1 inch 100.00f '1:00.00 100.00 3/4 inch 78.00 i 100.00 87.1.7 1/2 inch 30.00 100.00 , 59.18 ' 3)8 inch 8.00. 1 100.00`i 4635 No.4 0.10 1 98.00 ii 4092 No.8 0.10 1 84.20; 35.16 No, 16 010 '68:001 28.41 No.30 0.10 '47.50, i 19.86 No,50 0.10' 22.80 1 9:56 NO. 100 0,10 15,10. VI 2.18 No.200, 0.10 1.70 1 077 Fineness.Moduius: 2.90 (Required for Class 2 Sand) Proposed ASR Mitigation Method: None Notes: a Fly ash or GGBFS,ii requited for Class 4000P mix. b Enter data from WSDOT ASA Database;ASR Mitigation is'required for sources with 144lay'expansianscireater**-i0.2 0%.No mitigation is required if the 1:=year'eXpansion is less than 0.04%.Proposed miti6atiOn methods for laktall&Oa*Ons greater than 0.45%require ASTM C 1587 tests proving that the method is effeetive.See WSDOT Standard Spedification 04)3.1, c Stockpile!gradation:AASHIQ,No.467,57,67,7,0;WSDOT Class 1,Class'2;or combined gradation stockpile sizes See WSDOT Standard Specification 9-03.1. d Attach test'reaults indicating ccinfcirrnonce to Stapdard_SpecificWion 9-25,1. - DOT Form 350-040 pittribution:Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab:Project Inspector , . ILI OFFICE:25:3,833.3705 FAX: 253,833,3746 . . 400 VaHoy Ave NE M I LES Puyallup,WA 98372-2516 SAND&GRAVEL Concrete Cylinder Report I • _ ecoiroeetotoop:,- 0 4C 3A ACI 318 Perforniatice Appreval ---ij tpeeict.Strength:4,000. . fvfodrfleaffon Fatten 1.000 . , Number cif Tests:.30 kandord.,WatIon: 657 --. AvOrage0adge(1,51):'240 Ft#'Fc4 1340.ii 4180 stgadaropeviation, 657 ' :'.F.9ir 213(4..-:50::5030'. . . • coefficiehrovaitation,vi 9.770 LI/WA:Test"SW Dev(111)i -213 . Within-Test,Coe,17..of Var. 3.2% Average 1.25 4.9% 64 1 4,220 5,320 Botcb-to-Botch Std.Dev(PSO: 621 - Wax: 2.25 6.0% 79 44 5,120 6;740 Batch-tit-Batch Coeff..of yen'. 9.2% Min: 0.50 0:0%' 0 0, 3,270 4,320 Date .Slunip Air CT AT 7 Day 28.Day 05/19/21 1.25 5:5% 70 3,560 4,770 2 05/19/21 1.00 '5.0% 58 5,090 .6;270 3 0.4/16/21 2.00. 5,1% 68 3,650. 4,320 4 '12/23/20 2.00. • 4.5% 74 ' 3,270' 5,000' S. 12/11/20 '1.50 . :4.6% 74 '4,220 4,770 ' . 6 12111/20 2.25' 4.5% 75 3,990 4,540 7 11/18/20 .1.25 6.0% 61 44 4,130.. 5,330. 8 11i13/20 1.00 5..5% 61 4,810 5,980' 10/29/20. 100 63, 4,350. 5,070 . tO . 09/11/20 1.00 4.8% 70 4,640 5,750 a 08/05/20. 1.50. 4.8% 77 3,500. 4,540 12 06125/20 1.25 5.7% 53 3,800 4,870 0 003/20 1.00 -5.2% 53 4,280 5,290 14 06118120 1.00 ' ' 4.8% 60 4,870 6,220 • 15 03/27/20 :1.59. 5.0% 79 4,200.. 5,450 16 03/26/20. 1.75 5.7% 62 3,880 4,960 17 03/22/20 '1.00 5.8% 63 4,720 5,770 M• 03/18/20 1:00 5.3% 59 5,120 6,740 LP 01/23/20 1.50 5.5% .69 4,150 4;540 20 10/07/19 1.50 4.9% 69 3,410 5,140 21 09/09/1.9 1,00.. 4.3% 79 3,500 4,370 22 08/25/19 115 5.5% 73 4,200 5,010 23 08/17/19. . 1.75 5.8% 60 3,640 4,590 24 04/07/19' 1.00 4.0% 4,960 5,850 25 04/06/19 1.00 4.5% 46 ' .4;700 6,330 26. 04/06/19 1.00 4.5% 70 4,080. .5,290 2 04105119 1.00 5.0% 65 4,640 5,920 28 04/05/19 1,00 5,0% 68 5,070 6,020 29. 03/10/18 '0.50 4.6% 66 3,850 5,050 30 03/10/18 0.75 '4.1% 65. 4,230 5,790 Miles Sand &Gravel Company WWVV.MILES.ROCKS DBASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer I Plant: Comments: Mix ID!Number: 04C3A Application: AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (iblyd3) (%by Mass) 3 (Ib/yd ) CEMENT 56,1 0.0050 0.0282 FLY ASH 0 0 0010 SILICA FUME(RHEOMAC SF 100) SLAG CEMENT FINE AGGREGATE 1330 0.007 0.0931 COARSE AGGREGATE#1 1860 0.0050 0.0930 COARSE AGGREGATE#2 0 0,0050 WATER 225 10 (ppm) 0.0023 CHLORIDE ION ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (Iblyd3) AIR-ENTRAINER: MB AE 90 )0 (fl oz/cwt) 0.0007 ACCELERATOR I (fl oz/cwt) RETARDER: I I I (fl oz/cwt) WATER REDUCER (fl oz/cwt) MID-RANGE WR: (fl oz/cwt) HIGH-RANGE WR: (fl oz/cwt) WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER: r (fl oz/cwt) ASR INHIBITOR: I (gallyd3) CORROSION INHIBITOR: I I (gal/yd3) SHRINKAGE REDUCER: (gal/yd3) COLOR: (Ib/cwt) WATERPROOFING: (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) = 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.005 W-S CHLORIDE ION CONTENT(%of Cement) = 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) = 0.031 CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E., Suite 102,Puyallup,WA 98372 TM N 2033$3-$77$ r Fax a 253-770-$23a webeite;• Iele clwa.corn MISC . LABORATORY TEST REPORT CLIENT Miles Sand & Gravel RE%'C"'IT DAIS December 28, 2021 PROJECT MISC. TESTING REPORT ,IE 266 PROJECT ADDRESS N/A PROJECT 4303 NUMBER CONTRACTOR N/A GRu�No. NIA N/A 'LRCI- Ni A ice cr+nEA NIA OROES N(.. VJ.9ER MATERIAL INFORMATION _QUESTED �gTAwEO 1 ASTM C40,C117,C123,C142 DATE REQUEST 12-09-2021 MATERIAL Concrete Sand(Building Sand) cB-AINEDBY Client-Alex B. —$oURCE Canyon Pit.B-329 SUBMITTED BY Client-Alex B. OF SAMPLE LAB NUMBER 21-1728 LOCATION —f OF SUPPLY Stockpile I D.NUMBER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 %REQ. 3.0 max WOOD PARTICLES ! WASTE REG. COARSE FINE T FINE AGGREGATE %RIQ, #200 SCREEN 1 5 %REa. 2.5 max SIZE %LOSS SIZE %LOSS ANGULARITY SAND EQUIVALENT %R� I ORGANIC pia!e q1 RED. #3 max (REF.METHOD) L IMPURITIES 4"-39L Light Weight Pieces, I_. LOOSE UNIT Specific Gravity 2,0 0.0 %RFZI 1.0 max WEIGHT %REQ. 3 W-3" (coal&lignite) ( - I l WT PER DEGRADATION %REQ. I [ CUfFT "<.REG. ' 3"-2W • RODDED 2 14"-1 W #4-#8 FRACTURE FRACTURE (SINGLE FACE; (DOUBLE FACE) 1 'h--'Ya" #8-#16 SIZE RESULT SIZE RESULT 3/4"—W #16-#30 ',REa .s,REG. 3/8"-04 030-#50 k,RE %REa. TOTAL TOTAL ATTERBERG LIMITS Rat: PLASTIC %REQ. LA ABRASION LIMIT IPLI— LIT(ID •>:.RED Grading Result:7 PLASTICITY %REG. %REQUIRED INDEX in COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY S80 Apparent _ SSD Apparent OVEN DRY ABSORPTION OVEN DRY ''a ABSORPTION Flat S Elongated RESULT(S)I STATUS Ratio: Flat: By Weight M Elongated: By Pieces ❑ Flat&Elongated: —Total: Requirement: RE'JiEWED BY!AFPRD EZ BY REMARKS I EQUIPMENT SET a 2, 13, 14, 16 TECHNICIAN B. Rowden/ .. C. Peden REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB.INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED. )Rev=sed 08-24-2020) worn CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E., Suite 102,Puyallup, WA 98372 Tel#253 3 83 4 7 78 f Fax#253-770-8232 websile:wee.cawe.corn MISC . LABORATORY TEST REPORT CUEN- Miles Sand&Gravel REPORT DATE December 28, 2021 PROJECT 'RTTnIE MISC. TESTING i REPORT NUMBER 2E8 PROJE S N/A PROJECT 4303 CONTRA1.C N/A tiUlu6ER , ti CONT JOB OR CM/TRACT 'Nr_R7 PURCHASE DER OBOE?' NIA CPCEP NC N A ORDER no NIA � N A MATERIAL INFORMATION ( R: s I ASTM C117,C123,C142,Wood Waste Ac o 12-09-2021 MATERIAL rv:+F AASHTO Grading#57 N.Washed) OBTAINED BY Client-Alex B. SOURCE Canyon Pit,B-329 SUBMITTED BY Client-Alex B. CIF SAMPLE LAB NUMBER 21-1730 LOCATION OF SUPPLY Stockpile UM D.MASER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS a %WOOD FRIABLE 0,0 %REQ. 2.0 niri WASTE 0 DO `\,REQ. 0.05 max COARSE FINE PARTICLES FINE AGGREGATE %REQ. [#2oo#200 SCREEN 0.3 I %RE0. 1.0max SIZE %LOSS SIZE %LOSS _ ANGULARITY _ l SAND EQUIVALENT t REO ORGANIC %Rea . IREF.METHOOI IMPURITIES 4"-3/a Light Weight Pieces, LOOSE UNIT Specific Gravity 2.0 0.0 %REG. 2.0 max WEIGHT %REQ. 3 W-3' (coal 8 lignite) J l WT PER DEGRADATION %REO. { CUfFT 'xRED. 3"-2W RODDED 2W-1W #4-#8 [ Immmw FRACTURE FRACTURE (SINGLE FACE;, (DOUBLE FACE) 1 'h"-'/a" #8-#16 SIZE RESULT SIZE RESULT '2"-31W #16-#30 s,RtCI i %RECI 3/8"-#4 #30-#50 %RE0 %RE0. TOTAL i TOTAL ATTERBERG LIMITS Requirement: PLASTIC %REo. LA ABRASION LIMIT iPLI LIQUID { %REQ. Grading: 1 i Result: LIMIT ILL.I PLASTICITY %REQ. %REQUIRED ILEX(PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY 1 %ABSORPTION OVEN DRY ABSORPTION Flat&Elongated RESULT(S)1 STATUS Ratio: Flat: -- By Weight ® Elongated: By Pieces ❑ Flat&Elongated: Total: Requirement: RE':!CN ED EP,'APPROVE::QS LAB REMARKS EQUIPMENT SET e 2, 13, 14 TECHNICIAN B. Rowden/,I„ 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) State W// Dep mat of Transportation Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: I Date: Bid Item: i I I I I I I I Manufacturer: 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 Code : 2250 Code Description : Acceptance is by field verification of an acceptable Certificate of Compliance stating the concrete admixture brand and dosage on the `concrete producer's certificate of compliance' conforms to the approved concrete mix design. This shall be done by signing and dating the 'Concrete Producer's Certificate of Compliance'. Last Updated : Nov 27, 2013 To be completed by the field inspector: Quantity: Verified By: Date: CI • BASF 30 Qo Cast-in-Place Concrete We create chemistry440 go, Precast Concrete 0 03 Tp 00 Mass Concrete, MasterAir® AE 90 Air-Entraining Admixture Formedy.MBAE 917 [Description Features MasterAir AE 99 air-; I Readygo-uSe in the proper concentration for rapid,accurate dispensing • ritralningedril*ureiSlot- u:selnebncipte_rnixtOtes:'it Benefits bieetS`thete:O(iiternentS Of Improved resistance to damage from cyclic freezing and thawing 154 and,pRiDI'Cld in Improved resistance to scaling from deicing salts I fat roved:Plasticity.end workability Ajpplicatigns, K Reduced penteability—increased watertightneSs. 1:30cornmendedior:useirt,.. • Reduced segregation and bleeding Iu Concrete exposed to cyclicteeiing,. Performance Characteristict -and'thawing Concrete durability research has.eatablished that the best protection'for concrete from the K Production of 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,c)o: mixing,transporting„placing,consolidation,finishing' and curing techniques.MasterAir AE 90 not Contain entrainedairY , -.. admixture can be used to obtain adequate freeze-thaw.durability in a properly proportioned concrete mixture; if standard industry practices are followed. Air Content Deiermination: 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 1.73/G i 73M, "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 gravimetrio air content in accordance with ASTM C 138ic 13SM, "Standard Test Method for Density(Unit Weight), Yield and Air Content(Gravimetric) of Concrete" If the total air.Coritent, as measured by the Pressure "Method'or Volumetric Method and as verified by the pravirnetrio Method t deviates by more than,f.5%,the cause should be deterrnined and corrected trough equipment calibration or by"whatever prOcess is deemed necessary; MASTER® >>BUILDERS SOLUTIONS' 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 ihe-Portland Cement Association adrnixture.The exact quantity'otair-entraining'admixture needed (PCA R&D Serial No. 2789), it was reported that problematic for a_given air content of concrete varies because of differences air-void clustering that can potentially lead:to above normal in concrete-making materials and ambient conditions„Typical .decreaseein:strength wasfoundteCoinoidawithlateadditionsof factors that might influence the amount Of air entrained include: water to air-entrained concretes. Late additions of water include temperature, OementitiouS materiels, Send gradation, sand T the Conventional'Radice of holding back Water during betChing aggregate retie,mixture proportions,slump,means'of conveying for:additionat the jobalte.Therefore,cautibri01001 be exercised and placement, consolidation and finishing technique The with delayed additions' of Water- to air entrained concrete. amount of Matter/2.i AE 90 admixture used will depend upon Furthermore, an air content'check should be performed after 1he amount.Of entrained air required 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 mL/ICO kg) concreternixture. of cementitious material. Measure the air content of the trial mixture,and,if needed;either increase or decrease the-oven* Product Notes of.MasterAir AE 90 admixture to obtain the desired air content. Corrositrity — Non-Chloride, Non-Corrosive: MasterAir AE 90 In mixtures containing water-reducing or set-control admixtures, adrniXture will neither initiate nor. Promote corrosion of the amount of MasterAir AE 90 admixture needed may be reinforcing and prestressing steel embedded In concrete, or „ . somewhat less than the amount required in plain concrete. . of galvanized floor and roof systems calcium.chloride or Due to possible changes in the factors that can affect the other OhlOride-based ingredient rauseti in the menufaCture dosage of MasterAir AE 90'admixture; frequent air content of this admixture. checks should be made during the course of -the work, .compatIblilty: MeSterAir AE 90 " dmiXturia May be used in Adjustments to the dosage should debased on the:amount Of combination with any BASF admixture, unless stated otherwise entrained air required in the Mixture.at the:point of placement. (Atha data sheet fat the ther prOdUct..When Used iri conjunction If an unusually high or low dosage of MasterAir AE 9Q admiKture with other adenbctures, each admiXture must be dispensed is required to obtain the desired air content, consult your rood separately into the concrete mixture: sales representative. In' such.cases, it may be necessary to determine that, in addition to a proper air content in the fresh Storage and Handling concrete,a Sultable.air-vold system is achieved in the hardened StritageTemperaturei MesterAirAE 90adtixture Shedd be stored :concrete. 'and dispeOsed,4t °F °per higher.Although freezing•does Dispensing and Mixing:Add MasterAir AE 90 admixture to the nOthernithisprOdUOL precautionsshouldbeta*tobrOteCtitfroM concrete mixture using a dispenser designed for air entraining freezing If MaSterAirAlE90 admixture freezes thaw at 35*.F(2!?(J) admixtures,or acid Manually using asuitable meaSOring,device or aboVe and comp**tebonsfitute by mild mechanioal agitation. that ensures accuracy within plus cr Minus 3%of the required Do not use pr4ssurized ail'for agitation. amount. Shelf IA: MasterAir AE 90 admixture has:a mihimurn For optirnum,Consistent performance,the air-entraining admixture• life of IS rftriths. Depending On Storage conditions,the shelf 'should be dispensed ciii(farm?, fine aggregate. If the concrete life may be greeter 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 be method to dispense recommendations if the shelf life of MasterAitAE90 admixture the air-entraining admixture. has been exceeded. Safi*Chemical goggles and gloves arerecommended when transferring or handling this material. BASF Corporation Admixture Sstiems www.master-bulicle -solutions.basf.us page 2 cif 3 • MasterAir AE 90 Technical Data Sheet • Packaging Limited Warranty Notice MasterAir AE 9Q admixture is supplied in 55.gal(208 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 rithin shelf life. Related Documents Satisfactory results,depend not only on quality products but also upon many•factors beyond our control.ZBASF MAKES Safety Data Sheets: MasterAir AE 90 admixture NO OTHER WARRANTY'OR GUARANTEE, EXPRESS 019 'IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Additional Information OR FITNESS FOR A PARTICULAR PURPOSE WM-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 peforrnance Purchaser for any claim concerning this product, including but characteristics,contact your local sales representative not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product The Admixture Systems business.of BASF's Construction equal to the amount of product that-fails:to meet this warranty Chemicals division lathe leading provider of solutions that or refund of the original purchase price of 'product that , Improve'placement, pumping, finishing, appearance and fails to Meet this warranty. at the sole option of BASE Any Performance characteristics of specialty concrete used in claims concerning this product must be received in Writing the ready-mixed,precast manufactured conieie products, ' within one(I) year from the date of shipment and any oats underground construction and paving markets. For over not presented within that period are waived by purchaaer. 100 Years we have offered reliable products and BASF' WILL. NOT BE RESPONSIBLE FOR ANY SPECIAL technologies, and'through the Master Builders Solutions INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) brand, we are connected globally with experts from many OR PUNITIVE DAMAGES OF ANY KIND fields to provide sustainable solutions for the construction industry Purchaser must determine the suitability of the products for the intended use and assumes all risks-and liabilities in connection therewith. This informatitin and all further technicaliadvite are based on BASre 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 inforrnatIon and advice, BASF reserves the right to make any changes according to technological.progress or further developmenta. 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:prodUet detcnbed herein should be verified by testing and carried out by dualiffed exerts. NSF txindrrim PArtstrikh•AE 90 urxrcir thol.lrotcr Ouildcrs SoldicaV74!ward oricrAiya JP-m.4n 1.2014: =1, 0 8,,,SF Corpcnbon 2015 owls•PRE,DAT,0913 Milted States Caulk BASF Corporation 23703:ChE.Grin Bcdevord 12CO Mk Boulevard Admixture Systems' Cleveland,01-ia 44122,6544 erainplan,Ontario LOT 4M7 www.rnaster-buildera-iolutions.paittit Tel;ECO 922-W33 II Fe 219 93072421 Tul;900 397-5942 a Fox:905 7V-0651 page 3 of 3 National Ready Mixed Concrete Association • Certificate;of Conformance. .' . • : : .- .. : . • •For �: . . � - . . Concrete Production Facilities THIS IS TO.CERTIFY THAT, Pacific Plant 202, Pacific, WA : : . Miles Sand & .Gravel Co m,pang has been inspected by the undersigned licensed professional engineer fot conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities: As:ofdie inspection date,the facilities met therequiremeiits'for productioncby , Central Mixing with Automatic Botching and Recordings of Cementitious itlaterials,:Aggregate, Water, and Chemical Admixtures 4\ : 0(3344. e- tc-t , ,'".`_4 .,4,'9C. Signature of Licensed Professional Engineer: 1-. 3 . anua 21, 2021 April 18, 2023:. � bon Date Certification Ex � . �'. ,lnspec piration Date. • io�,S.�'ttil.�' This company will maintain these facilities in compliance with the Check List requirements and will correct promptly an cfictencies which develop. :: ,' z/IL...._ & - Signature of Company Official : ' . Title of I 1 .1- y Official NOTICE:The Chaste Listanicates only that plant facii161es are sadofeday for the production of concrete when property operated,COOMMEECII Wino concrete itself'wi h speaiicatan requirements must be veiled by usual inspection malhaio in accordance with says agreements.. This cer lcate is tamed by.the National Ready Mixed Ca heAssoco tian on ueriraten that the produdian fcd6lyaonfonnsto the requirements of.the N MCA Cedification Of Ready Mined Concrete Produdkal Faciliiaes,0C3 tln auucomid ntproduation or rehise of the°arbitrate may'tacit in legal action; : Plant ID#:801670 Certification ID d:27133 0 1965,1992.2001,2002,2006,2007,2012 National Ready Mixed Concrete Association:66 Canal Centerr Plaza,Suite 250•Alexandria•Virginia 22314 National Ready-Mixed Concrete:Association . - q'ric . . . . : . Certificate of Conformance - . For • . : • Co: : " .ncrete.Production Facilitie•s '• = . , :- NRH 1-. . • , . .-__- __,__......__ THIS.IS TO CERTIFY.THAT - . . - - . . Kent:Plant 203, Kent, WA. • .. . , . - Miles Sand & Gravel Comptan • • . has been inspected by.the•undersigned licensed professional engineer for.conformance.with the: ..: 'requirements of the Check List for Ready Mixed Concrtete Production Facttitigs.•As.of the - inspection date,the-facilities met the requirements:for production byy, : , : • - : - • : Central Mixing WWI Automatic Batching and Recordings, of . .: - Cetnentitious Materials,Aggregate,:Water,-and che:iltigifi ldrnixtasres : c4 of wAsN, d't, ..- . .- - . . -. . : :,,,,,, . .....' : . : , - . - •: . °p : . T. : Sighrikuri ofLicecsed Professional Engineer.' •) : ° ' afst�'� Janus 19, 2021l . . hafar eh it2023 . • . : - 1 at r - Inspection Date : - Certification'Expiration Date= • This•company will maintain these facilities in compliance with:the.CheckList requirements;and will - - correct promptly ny deficiencies which develop:. • • - • G. : . r •fi•C>te•—A ..- ' j .e /4- : '' • .. : : - . . Signatuie.af Conipa y Official• : Title of Company Official NOTICE:The Check List[kraus only dot plant facilities are satisfactory far the production of conarebe when prepadl/cperaled.Conhananoe of the : . : - ' cone ttse11wifh spetfcgi6on.requirements must be verified by usul inspection melhads if accoidance-wllh sales momenta. .,: _ :This ceriiticale is issued by the National,Ready Mired Concrete AssOcihtian on verification that the predu#on fairy oonfonn1to the recuiternents crew; . • ' NRMCA Certification of Ready Mind Concrete Production Facilities,Ca.Untnithorized taprodvrion w qiisbie of this cerlikate may result in heal khan., - • . • Plant:.ID#:801815.• ' ' . - • - • _ Certification•1D#:26890 _ . - 01965,1992;.2001,2002,2006,2007,2012; : • . . : : • _ . _ National Ready Mused Concrete Association 66 Canal Center Plaza,Saite 250•Alexandria•Virginia 22314.• • . 10120121,12:16 PM WSDOT-Materials Laboratory Wasfitilt osrr Department ansportati. Qualified Product List Product Information 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 Spet : 9-01.2(1), Concrete- Portland cement Product Description : Manufactured - Seattle, WA: Portland Cement Tipe I,Type VII 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 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT 2016 hilps!livacliiwa7govibizimats4PLIQPLProditifo,cdm?Product_no=19930404ircxluct prigin=OPLalocation Jd=468.ranufoottirer fri=474$standard_spe... 1/1 ASH GROVE . A CRM.COMPANY • MIII.Test.Report Plant Seattle Cement Type GU&1;11 Levi All alf Date 7-Jan-22 Production Period November 1,2021-December 1,2021 Certlllcation.No. 2021.21 STANDARD'REQUIREMENTS ASTM.0 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec:Limit Spec: • test •Spec;Limit Spec. Test Item Type GU Limii Result Item Type GU Limit Result Si02(%) A A .20.2 Air content.afmorter(volume%) A 12 max 6 A1203(%) A 6.0 max 6,0 Staine fineness(m5ikg), A 260 min 385 Fe2O3(514. A :6.0 Max. 3.4 %Passing 325 mesh. 72:min° A 96.4 Cat)(%) h A 63.9 Autoclave:expansion(%) 110 max 0.80 Max. 0.09 M90(%/o) .5.0 max .6.0 max 0.9 Compressive strength MPa(PSI) :min: min: S03(%) 3,0 max 3.0 max 2.6 1 bay A A 14.5(2110) Ignition loss(%) • • 3.0 rime 3.5 matt 2,7 3 Days: 14.5 12,0 27,2'{3950) 'Na20(%) A A 0.25 7.Days. 20.0 19.0 35.'3(5120) K20(%) k A 0.38 .28 Days. 26.5 A 43.4(6300)e Insoluble residue(%) 1.5 max 1,.5 max 0.36 Time of setting(minutes) CO2(%) A A 1.7 Vicat Initial.not less than 45 45 97 Limestone(%) 5 max 5.0 max 4,0 Final.not more than 375 375 . 189 •CaCO3 in limestone(%). A 70 min 95 Heat of hydiatien(calig) Inorganic processing addition(%) A' 5,0 max 0.8 7 Days' `A A 89.8e (BeghouseDust) Potential phase,composition(%)c .C35 A A 51 02S A. A 19 C3A A .8 max .7 • C4AF A A 10 C4AF+2(C3A) A A 2$ C3S+4.75(C3A) .A A 86 'OPTIONAL REQUIREMENTS ASTM.0 150 Tables 2 and 4 CHEMICAL _ PHYSICAL Spec.Limit .Spec. Test Spec...L imit Spec., Test Item Typo GU Limit Rb iiLt Item 'Type.GU Limit Result Equivalent alkalies.(%a) •A .0.60 niax 0.50. False,set(%) A 50:min .87 ANat applicable. '. Test result.represents most recent value and'is provided for information only: GAdjusted per•A1.6. °Fineness:45pm sieve,maximum%retained;28. EThe roported.28 Days are for the previous production period. FAn ignition lass oll:3.5%maximum is allowed provided the cernent-at 550±25 4C,show a loss in mass of no more•than 3.0%: ADDITIONAL DATA inorganic Processing Addition Data Type Baghouse Dust Amount(%) 0:8 6102(%) 15.7 A1203(%) 6:4 Fe2Q3(%) 1.6 Ca0(%) .40.3 S03(%) 0.6 Base Cement Phase.Composition C3S(%) 54 C2S(%) 20 C3A(%) 8 C4AF(%) 1'1 We.certify that the above described cement;at the time of shipment,meets the chemical and physical requirements of the ASTM C1501CISOM-1B specification.and the;CSA A3001-13 Type,GU specification. Signature: TIUe: Chief Chemist Edward C.Rafaca 3801 E Marginal Way S,Seattle,WA 98134; Ph:(206)623.5596; Fax:(206)623.5355 10/20/21,2:08 PM Aggregate Source Approval Report. WSDOT MATERIALS LAB 10120/2021 Aggregate Source Approval Report Owner: Mites Sand and Gravel Aggregate Source: PS-B-329 Lessee: Known as: 'Miles Canyon•Road Pit Located in: E1/2SE1j4SE1/4,E3/8NE1/4SE1/4 Section 24 T2ON R3E County: Pierce Remarks: Mineral Ago.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:58 LA:15 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST'Cruslied Screenings Crushed Surfacing Base Course Crushed Surfacing Keys Stone Crushed Surfacing Top Course Gravel Basic a]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.::06/20/2C23. ASR-144 Day:0.51 .ASR-One Year 0:04 CCA Absorption:1.02 CCA Sp.G:2.69 Deg:72 FCA Absorption:•2.04 FCA Organics:1 FCA.Sp.G:2.641 LA:11 Remarks: 1-Year ASR Results expire 05/28/2024-.ZK Currently approved for: JCoarse.CancreteAggregates JFine Concrete Aggregates Acceptance tests need'to'be performed'as necessary Acceptance:tests need to be performed as'necessary Riprap,Quarry•Spans,Rock for Rock Wall,Erosion and•Scour protection: Test Date:, Expiration.Date: Absorption: Apparent Sp_G.: Bulk Sp.G_(SSD): Bulk.Sp.GG.: Deg: LA: Remarks: NOT Approved for: Quarry Spoils Riprap Rack far Erosion and Scour Protection https:ltwsdot.wa,gov/biz/,cats/ASAfASAReport,cfm?prefix=B&pit_no=329 1/2 10120/21.2:08 PM Aggregate Source Approval Report. Rockfor Rock Walls Stone 9-27.3(6) Streambed'Aggregates: Test Date •09/19/2019 Expiration Date: 09/19/2024 Absorptien:1.14 Appparent'Sp,G.;2.746 Bulk Sp.G.(SSD);2.693 Bulk Sp.G.:2;663 Deg 68 LA:15 • Remarks: Currently Approved foe:. 'Sireambed Aggregate • Gravel Borrow-for:Structural Earth Walls: Test.Date: 09/19/2019 .Expiration Date:09/19/2024 Bulk$p:.G.:.(SSD):.2. 93 Deg:.66 LA:15 Remarks: Forgeosynthetic reinforcement;thegravel borrow.shall be tested.for,pH.prior to placement.For:metallic reinforcerrient,.:he gravel borrow shall be tested for pH,resistivity,chlorides,and sulfates.prior to placement'If the reslsttvity-of.the backlit!Material equals,or exceede.5,000'ohtn-cm,the specified,chlonlde and sulfate limits may be waived.If the aggregate source has varlable.quallty,.additional testing mayberequired.Contact the Regional Materials Engineer,or-the StateGeotechnlcal Engineer'for direction. Currently Approved for: Gravel Borraw•forStrEarth Walls • ALL OTHER PIT RUN MATERIALS: Project Engineer.may request preliminary samples but Aggregate.SourceApproval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA-APPROVAL: Aggregate for.Gravel'Base•9-03.10 • Gravel Backfill for Foundation Gass B.9-03.12(1)B Gravel Backfill for Walls9-03.12(2) Gravel Backflll•for-Pipe Zone Bedding.g-03.12(3) Gravel Backfill forDrains 9-03.12(4) • Gravel Backfill for..Drywells 9-03.12(S) Backfill for 5and,.r5ralns 9-03.13 Sand,l)relnage:.Blanket 9-03:13(1-)' Gravel Borrow 9-03.14(1) Select Borrow.970344(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 Backfiil:9-03.19 Commercial Concrete Aggregate.B-02,3(2)B https://wsdot,wa.gavlbla/mats/ASANASAReporl.cfm?prefix=B&pit_no=329 212 Washington State v, Department of Transportation Request for Approval of Material Contract FA Number SR Date CAG-20-065 3/24/2022 Section County Duvall Ave NE Improvements KING Contractor Subcontractor Reed Trucking& Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM# 085B Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Cure Compound- 1300 WR Meadows 9-23.2 8 Clear Sealtight Project Engineer � Date State Materials Engineer 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 matenals 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. Oa.Source Approved: Use Lot#0B8003(shown on current QPL). Immediately notify if Lot no longer available. 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution ISI Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer 0 State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 1 PRODUC W R. MEADOWS.. DAT r 0=1, MasterFormat:03 39 23 SEAITIGH T NO.372 JUNE 2013 (Supersedes July 2004) 1300-CLEAR Water-Emulsion, Wax-Based Concrete Curing Compound DESCRIPTION PACKAGING 1300-CLEAR water-emulsion, wax-based concrete curing compound is an excellent cure for 5 Gallon(18.9 L)Pails interior,exterior,horizontal,and vertical concrete 55 Gallon(208.2 L)Drums surfaces. When properly applied, the product COVERAGE provides a premium-grade which optimizes water Approximately 200 ft 2/gal.(4.9 m2/L). retention. 1300-CLEAR appears white in color when wet,but dries clear. It is also available with SHELF LIFE a red fugitive dye to visually aid application When stored indoors and in original, unopened coverage. containers at temperatures between 40-90°F(4- USES 32°C),shelf life is a minimum of two years from 1300-CLEAR can be used on interior,exterior, date of manufacture. horizontal,or vertical concrete applications, SPECIFICATIONS where subsequent surface treatments will not be • ASTM C 309,Type 1,Class A applied. (Type 1-D,also available) • AASHTO M 148,Type I,Class A FEATURES/BENEFITS (Type 1-D,also available) • When properly applied, provides a nearly • Missouri Department of Transportation: impermeable film which optimizes water Section 1055 retention. • Complies with all current federal,state,and • Furnished as a ready-to-use, true water-based local maximum allowable VOC requirements, compound. including U.S.EPA,LADCO,SCAQMD,and • Produces hard, dense concrete ... minimizes OTC. hair-checking, thermal cracking, dusting, and other defects. TECHNICAL DATA • Enhances the functional capabilities of VOC Content: 20 g/L concrete by"sealing in"the performance assets APPLICATION of strength and long life. Surface Preparation ... Application equipment • Offers a compressive strength significantly greater than improperly cured or uncured must be clean and free of any previously used concrete. materials. • Increases tensile strength for greater resistance Mixing ... For optimum performance, gentle to cracking and surface crazing mixing or agitation is recommended. • Improves resistance to abrasion and corrosive CAUTION: TO AVOID FOAMING, action of salts and chemicals ... minimizes DO NOT MIX EXCESSIVELY. shrinkage. • Applies quickly and easily with conventional, commercial spray equipment. • VOC-compliant. CONTINUED ON REVERSE SIDE... W. R. MEADOWS, INC. HAMPSHIRE,IL/CARTERSVILLE,GA/YORK,PA P.O.Box 338•HAMPSHIRE,IL 60140-0338 Phone:847/214-2100•Fax:847/683-4544 FORT WORTH,TX/BENICIA,CA/POMONA,CA 1-800-342-5976 GOODYEAR,AZ/MILTON,ON 1ST. ALBERT.AB www.wrmeadows.com PAGE 2 ... 1300-CLEAR#372 ... JUNE 2013 Application Method ... 1300-CLEAR may be LEED INFORMATION sprayed on in one even coat with a hand or power May help contribute to LEED credits: sprayer, such as a Chapin 1949, as soon as the • IEQ Credit 4.2:Low-Emitting Materials:Paints surface water disappears from horizontal concrete and Coatings • surfaces. On vertical surfaces, spray on promptly MR Credit 2:Construction Waste Management • after the forms are removed. Use a spray tip that MR Credit 5:Regional Materials produces a flow of .5 gal. (1.89 L) per minute under 40 psi(.276 MPa)of pressure. For most recent data sheet, further LEED Information, and MSDS, visit Drying Time ... Depends on weather conditions www.wrmeadows.com. and coverage, but will generally dry in one hour. Restrict foot traffic for at least four hours. Twelve hours is preferable. • Cleanup... Prior to drying,equipment may be Urveasily cleaned with soap and water.Once dried, gree/(� �ilr�5�mp / +use mineral spirits or other suitable petroleum eane►et.Prtlormanct distillate. PRECAUTIONS KEEP FROM FREEZING. Do not apply if the temperature of the concrete is less than 40° F (4° C). DO NOT MIX WITH CURES CONTAINING SOLVENT OR ADD SOLVENTS TO WATER-BASED CURES - SEPARATION WILL OCCUR. DO NOT ADD OR DILUTE WITH ANY OTHER COMPOUND. Do not use on concrete surfaces where paint, tile, or other treatments will be subsequently applied. HEALTH AND SAFETY Direct contact may result in mild irritation.Refer to Material Safety Data Sheet for complete health and safety information. LIMITED WARRANTY W. R. MEADOWS,INC.warrants at the time and place we make shipment,our material will be of 'Sh good quality and will conform with our published specifications in force on the date of acceptance j r`` of the order. Read complete warranty.Copy furnished upon request. Disclaimer 1 The information contained herein is included for illustrative purposes only,and to the best of our a a knowledge,is accurate and reliable.W. R. MEADOWS,INC.cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As W. R.MEADOWS, INC.has no control over the use to which others may put its product,it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance.Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. ©W.R.MEADOWS 2004 06/13-4M Washington State •/ Department of Transportation Qualified Product List Product Information Manufacturer : W.R. Meadows, Hampshire - IL Product Name : 1300-Clear Standard Spec : 9-23.2, Concrete Curing - Liquid Membrane-Forming Curing Compounds Product Description : Curing compound: Water base, wax base; Type 1, Class A; clear or translucent; Approved lot number (approved lots will be purged from the QPL Database at the end of the calendar year) - 0B8003 Product Restriction : Acceptance Code : 1115 Code Description : Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot(s) of material meets the requirements of the specifications under which it is listed. The Test Report must be received prior to incorporating the material into the project. Samples must be submitted to the State Materials Laboratory a minimum of 10 days prior to use. Note 4 : Approved lots do not require samples to be submitted. Last Updated : Jan 5, 2022 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT:2016 Use Lot#0B8003. y Immediately notify if Lot no longer available. 411111. IVWashington State Department of Transportation Request for Approval of Material Contract FA Number SR Date CAG 20-065 3/22/2022 Section County DUVALL AVE NE Contractor Subcontractor Reed Trucking& Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM# 084A Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Cure Compound- 1100 WR Meadows 9-23.2 10 Clear Sealtieht Project Engineer Date State Materials Engineer Date 3/28/2022 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 0 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: See RAM 085E for 1300 Clear with approved Lot#s 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution IX) Contractor ❑ Region Materials 0 General File 0 Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab 0 Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 PROD CT . W R. MEADOWS. DATA MasterFormat:03 39 23 S EA ITIG H T ,,011=1) • NO.370 DECEMBER 2017 (Supersedes May 2016) 1100 Resin-Based,Water Emulsion Concrete Curing Compound DESCRIPTION • Minimizes excessive shrinkage. 1100 water-based concrete curing compound is • Can be applied quickly and easily with formulated from hydrocarbon resins and may be conventional commercial spray equipment. used on interior, exterior, vertical, and horizontal • Formulations also available with red fugitive concrete surfaces. Once applied, 1100 forms a dye added(Type l-D). premium-grade membrane that retains an optimum • VOC-compliant. amount of water in freshly placed concrete for complete hydration of the cement. NOTE: After PACKAGING approximately four weeks, the membrane begins to 5 Gallon(18.93 L)Pails chemically break down when exposed to UV rays. 55 Gallon(208.20 L)Drums The membrane will eventually dissipate from the 275 Gallon(1040.99 L)Totes surface. This process is sped up by exposure to traffic and UV light, as well as weathering COVERAGE conditions. This product is formerly known as i 1100-CLEAR. Approximately 200 ft.-/gal. (4.91 m2/L). Coverage is approximate and may vary depending USES on surface finish/texture, concrete condition, 1100 has been used on both interior and exterior climatic conditions, etc. Always apply to a test applications where paint, resilient tile, or resilient area first to determine actual coverage rate before flooring may be applied later. Because of the wide full-scale application. variety of coatings, paints, adhesives, and toppings available, contact the manufacturer of the flooring SHELF LIFE system or subsequent coating or topping for When stored indoors in original, unopened application approval over concrete cured with resin- containers at temperatures between 40° - 90° F based curing compounds.A small test application is (4° - 32° C), optimum performance and best use always recommended. is obtained within one year of date of manufacture. FEATURES/BENEFITS • When properly applied, 1100 produces a SPECIFICATIONS •premium-grade film, which optimizes water A M 148,Type I,Classes A&B retention. (Type l-D also available) • ASTM C309,Type 1,Classes A&B • Furnished as a ready-to-use, true water-based (Type 1-D also available) compound. • Complies with all current federal, state, and • Produces hard, dense concrete ... minimizes hair local maximum allowable VOC requirements, checking, thermal cracking, dusting, and other including National EPA VOC Emission defects. Standard for Architectural Coatings, CARB, • Offers a compressive strength significantly LADCO,OTC Phase I and II,and SCAQMD. greater than improperly cured or uncured concrete. • Increases tensile strength for greater resistance to cracking and surface crazing. • Improves resistance to abrasion and the corrosive CONTINUED ON REVERSE SIDE... actions of salts and chemicals. W. R. MEADOWS, INC. HAMPSHIRE. IL/CARTERSVILLE,GA/YORK. PA P.O.Box 338•HAMPSHIRE,IL 60140-0338 Phone:847/214-2100•Fax:847/683-4544 FORT WORTH,TX/BENICIA,CA/POMONA, CA 1-800-342-5976 GOODYEAR.AZ/MILTON,ON/ST.ALBERT,AB www.wrmeadows.com PAGE 2 ... 1100#370`...DECEMBER 2017 TECHNICAL DATA PRECAUTIONS VOC Content by manufacturing location: KEEP FROM FREEZING. Do not apply if air AZ,CA: 42 g/L and/or concrete temperature is less than 40° F (4° IL,GA,PA,TX: 278 g/L C). Improper or over-application may increase the amount of time necessary for the film to dissipate APPLICATION from the surface. SURFACE MAY DISCOLOR Mixing ... For optimum performance,gentle mixing or AND/OR YELLOW DUE TO OVER- agitation is recommended. CAUTION: TO AVOID APPLICATION AND/OR MEMBRANE FOAMING,DO NOT MIX EXCESSIVELY. DO NOT OXIDATION. DO NOT MIX OR DILUTE WITH THIN. ANY OTHER PRODUCTS OR LIQUIDS. Do not apply paint, resilient flooring, or any other Application Method ... Application equipment must subsequent coatings or toppings without first be clean and free of all previously used materials. checking the specifications and securing approval Apply in a uniform film to horizontal surfaces as soon from the manufacturer of the product being applied as the surface water disappears and the surface will not over concrete cured with 1100. A small test be marred by walking workmen. On vertical surfaces, application is always recommended, prior to full- apply promptly after the forms are removed. 1100 may scale application. The 1100 membrane may take be applied with a typical commercial hand or power longer to dissipate if overapplied or has had limited. sprayer,such as a Chapin 1949.Use a spray nozzle that exposure to UV light and environmental conditions, produces a,flow of 0.5 GPM (1.9 LPM) under 40 psi etc. (.276 MPa) of pressure. An even spray pattern/application is essential to the aesthetic and final HEALTH AND SAFETY appearance of the concrete. Be mindful of clogged or Direct contact may result in mild irritation.Read and partially clogged spray tips that spray 1100 in an follow all application,precaution,label,and health and uneven and uniform pattern. Do not allow the spray safety information prior to use. Refer to Safety Data nozzle to drip on fresh concrete. Drips and uneven Sheet for complete health and safety information. spray patterns apply higher concentrations of the film, which may cause the cement to hydrate at different LEED INFORMATION rates. Removal of the film will not change the spray May help contribute to LEED credits: patterns mirrored in the concrete surface from the cement hydrating at different rates. • MRc9:Construction and Demolition Waste Management • EQc2: Low-Emitting Materials[For Healthcare and Drying Time ... Typically dries in 1 - 2 hours, Schools(exterior applied products)ONLY] depending on jobsite conditions (temperature, % relative humidity, wind, etc.) Restrict foot traffic for at least four hours.Twelve hours is preferable. For most current data sheet,further LEED information,and SDS,visit.www.wrmeadows.com. Cleanup ... Prior to drying, cleanup can be accomplished with soap and water. Once dried, use mineral spirits or other suitable petroleum solvent. - LIMITED WARRANTY W. R.MEADOWS,INC.warrants at the time and place we make shipment,our material will be of r' �\. good quality and will conform with our published specifications in force on the date of acceptance of the order.Read complete warranty.Copy furnished upon request. ]�1 Disclaimer 1�® The information contained herein is included for illustrative purposes only,and to the best of our knowledge,is accurate and reliable. W.R. MEADOWS, INC.cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As W.R.MEADOWS,INC.has no control over the use to which others may put its product, it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance.Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. 0 W.R.MEADOWS 2017 12/17-500 - � Washington State VW Department of Transportation Qualified Product List Product Information Manufacturer : W.R. Meadows, Hampshire - IL Product Name : 1100-Clear Standard Spec : 9-23.2, Concrete Curing - Liquid Membrane-Forming Curing Compounds Product Description : Curing compound: Water base, resin cure; Type 1, Class A or B; Clear or translucent; Approved lot number(approved lots will be purged from the QPL Database at the end of the calendar year) - currently, none is approved. Product Restriction : Acceptance Code : 1115 Code Description : Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot(s) of material meets the requirements of the specifications under which it is listed. The Test Report must be received prior to incorporating the material into the project. Samples must be submitted to the State Materials Laboratory a minimum of 10 days prior to use. Note 4 : Approved lots do not require samples to be submitted. Last Updated : Jan 5, 2022 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2016 I , �1Washington State Department of Transportation Request for Approval of Material Contract Number FA Number 1 SR I Date CAG 20-065 13/2/2022 Section/Title of Project 1 County Duvall Ave NE Improvements King Contractor Subcontractor Reed Trucking & Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM # 083 Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-73 WPSLIP Cadman, Inc. 1, 2 A-74 774 WP40003 Cadman, Inc. 1,2 Cement Type IL (15) LeHigh, Delta B.C. 9-01 2525 Fly Ash - Type F Boundary Dam, Calgary A.B. 9-23.9 2545 raeWater Reducer Type A Master Builders 80 9-23.6(2) 2525 Water Reducer Type F MasterGlenium 7500-Master Builders 9-23.6(1) 2525 Fine Aggregates CA7,D351,D336, Class 2 1,ASA Course Aggregates X125, l�.8 A460,D351,D335,D336 ASSHTO8,57 1,ASA Centralia Fly Ash 10 Plant 51 /Pit#A189 10 Project Engineer Date State Materials Engineer Date L )(. _ I 3/21/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 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. See Remarks 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved 0 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: Plant Issaquah (51)/Pit A189 -ASR mitigation required. Cement Type IL(15) is not low alkali. 11. Miscellaneous Acceptance Criteria. Centralia Power Plant Fly Ash not shown on Mix Design. Remarks: Mfr. Cert. of Compliance shall show cement mill test report number and admixture product&dosage. Project Engineer Distribution State Materials Engineer Distribution ®Contractor ❑Region Materials 0 General File 0 Signing Inspection 0 Region Operations Engineer 0 State Materials Lab 0 Other 0 Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2012 c CADMAN FIEIDELBERG'FMFNTCroup• Cadman, Inc. Suite 100 7554 185thAvenue NE PO Box 97038 Redmond,WA 98073-9738 425,867.1234 fax 425.861.4046 www.cadman.com March 1,2022 Concrete Services Inc. 11403 5 8th Avenue E Puyallup,WA 98373 Project: Duvall Ave NE Improvements Char, Cadman,Inc.proposes to deliver the following concrete mix designs for the above referenced project: • Mix Design Description Use WP40003(HR) WSDOT Class 4000 Air Class 4000 WPSLIP(HR) WSDOT Slipform Slipform Upon approval,kindly return a copy of the approved submittal to Cadman. Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project, sometimes providing that data for future projects. Cadman cannot control and therefore cannot be responsible for the plastic properties of concrete beyond the end of the truck chute. To access Environmental Product Declarations(EPD's)web search ASTM Cadman EPD's. Any mix design not found can be generated upon request. For any additional questions regarding this submittal or project,please contact: Prepared By: Keith Smyth Cadman, Inc. Sr. Sales Representative / (• (425)429-4445 /1"// •) Erika Madison Technical Support WilahlingibenDaPargnundiageof ThinsPorta0010 Request for Approval of Material Contract Number FA Number SR Date CAG-20-065 3/1/2022 Section/Title of Project County Duvall Ave NE Improvements King Contractor Subcontractor Reed Trucking&Excavating,Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Fine Aggregate-Building CA7,D351,D336 Class 2 Sand Coarse Aggregate X125,A189,A460,D351,B335,D336 AASHTO 57 Coarse Aggregate X125,A189,A460,D351,B335,D336 AASHTO 8 Cement Type IL(15) Lehigh,Delta B.C. 9-01 Fly Ash,Type F Boundary Dam,Calgary A.B. 9-23.9 Water Reducer,Type A MasterPozzolith 80,Master Builders 9-23.6(2) Water Reducer,Type F MasterGlenium 7500,Master Builders 9-23.6(7) Air Entraining Admixture MasterAir AE 90,Master Builders 9-23.6(1) Water City 9-25.1 Project Engineer Date State Materials Engineer 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 Approvcd ❑Ycs ❑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: Project Engineer Distribution - State Materials Engineer Distribution ❑Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑Region Operations Engineer ❑State Materials Lab ❑Other ❑Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2012, c r Af; illloshingtan Male Depsrlment of Thresponatfon Concrete Mix Design Contractor Submitted By I Date Concrete Services Inc. Char I 03/01/2022 Concrete Supplier Plant Location} Cadman Inc. Seattle(54)VBellevue(53) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 7 Remarks: W,ST )T Class 4000 Air 4"+/- 1"Slump 6%+/- 1.5% Air Mix Design No. WP40003 Plant No. 54, 53 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh Delta, B.C. ASTM C 595 Type IL(15) I V 3.15 470 Fly Ash a Boundary Dam Calgary,A.B. ® F ❑ C Alkali% 2.56 94 GGBFS(Slag)a ❑ 100 ❑ 120 Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 V 0.25-10 Water-Reducing Type A Q Master Builders MasterPozzolith 80V 1-40 Water-Reducing, High Range Type F E Master Builders . MasterGlenium 7500V 1-50 Water(Maximum) 245 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 146.4 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6880 Average 14-day flexural strength (psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.020 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) EA 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: 3/21/2022 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. WP40003 Plant No. 54, 53 Aggregate Gradation ®AASHTO ❑ Combined Nominal Maximum Size (In) 1 v Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7 ✓ X125`� X125✓ Source Expiration Date b 12/12/24 09/17/25 09/17/25 • ASR Expansion (%)b ® 14 Day ❑ 1 Year 0.16% 0.026% 0.026% Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 40 55 5 • Specific Gravity(SSD) 2.65 2.78 2.76 • Lbs/cy(ssd) 1228 1772 160 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 ✓ 100 1 inch 100 99.5 ✓ 100 3/4 inch 100 86.8 100 1/2 inch 100 53.8 ✓ 100✓ 3/8 inch 100 ✓ 33.8 87.3 ✓ No.4 99.1 ✓ 0.50 ✓ 17.5 ✓ No. 8 89.1 0.30 ✓ 1.00 ✓ No. 16 70.2 0.30 0.30 ✓ No. 30 46.5 0.30 0.30 No. 50 15.6 V 0.30 0.30 No. 100 3.60 ✓ 0.30 0.30 No. 200 1.10 ✓ 0.20 0.10 Fineness Modulus: 2.76 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 Y LEHIGH REIDELBERGCEMENTCrot p Lehigh Northwest Technical Services Report Number : C-16201 5225 E.Marginal Way South Date Cast : 04/10/18 Seattle,WA 98134 Customer: Cadman Inc. Phone (206)763-2525 Mix # WP40003 F'c: 4000 Psi @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.009 19.00 lbs. 1"x#4 ID:# (03-20-18) 2.20 0.00 1.018 19.00 lbs. 3/8" x#8 INMINWIliss F) 94 2.56 0.59 1.041 22.76 lbs. B.S.Mst. ID: (Lab Supply/Mar 2018) 2.71 0.00 0.00 22.76 lbs. 1" x#4(X125/Menke) 1772 2.78 10.21 1787.95 73.22 lbs. 3/8"x#8(X125/Manke) 160 2.76 0.93 162.88 7.42 lbs. 0.9 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (CA7/Sechelt) 1228 2.65 7.43 1278.35 52.83 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 245 1.00 3.93 178.00 7.12 lbs. Mbae-90 2.75 oz./yd. 1.62 0.11 3.3 cc. Pozzolith 80 22.0 oz./yd. 0.88 26.0 cc. Polyheed 997 oz./yd. 1 0.00 0.0 cc. Glenium 7500 2.5 oz./yd. I 0.10 3.0 cc. Total 3 969 lbs. 27.10 152.3 lbs. Calc.Unit Wt. 146.48 Measured Slump 5.00 Air Temp. 66.0 W/C Ratio 0.43 Air Content 5.9 Unit Wt. 146.15 S/A Ratio(by weight) 38.9 Conc.Temp. 69.5 Yield 27.16 S/A Ratio(by volume) 40.0 Design Air Content 6.0%± 1.0 Target Slump 4.00"± 1.00" Area: 12.79 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-16201 04/10/18 04/13/18 3 4 x 8 47080 3680 II II 48740 3810 3750 04/17/18 7 63860 4990 "" 7 63430 4960 4980 05/08/18 28 87880 6870 II II 28 88860 6950 68811 "" 28 87240 6820 06/05/18 56 100950 7890 "" 56 99380 7770 7830 Remarks: Peter/No 90029111std • IV; Ifillasidnetan Deporbatentp Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 103/012022 Concrete Supplier Plant Location Cadman Inc. Issaquah(51) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 Remarks: WSDOT Class 4000 Air 4"+/- 1"Slump 6%+/- 1 5% Air Cement Type IL(15)is not a low alkali cement Mix Design No._ WP40003 Plant No. 51 Cementitious Source Plant Xp G Sp. Gr. Lbs/cy Materials Cement Lehigh Delta, B.C. ASTM C 595 Type IL(15) I v 3.15 470 Fly Ash a Boundary Dam Calgary,A.B. ® F C A ca i f 2.56 94 GGBFS(Slag)a ❑ 100 ❑120 Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 0.25-10 Water-Reducing Type A Q Master Builders MasterPozzolith 80 1-40 Water-Reducing, High Range Type F ❑ Master Builders MasterGlenium 7500 1-50 E Water(Maximum). 245 Ibs/cy Is any of the water Recycled or Reclaimed? 0 Yesd to No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.6 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6060 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.022 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) E,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: `r`r i--- 3/21/2022 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. WP40003 Plant No. 51 • Aggregate Gradation ®AASHTO 0 Combined Nominal Maximum Size (In) 1 v Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7 A189 A189 Source Expiration Date b 12/12/24 01/23/24 01/23/24 ASR Expansion (%)b ® 14 Day ID1 Year 0.16% 0.36% 0.36% Is ASR Mitigation Required? No Yes Yes Stock Pile Grading o Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 41 43 16 Specific Gravity(SSD) 2.65 2.73 2.72 Lbs/cy(ssd) 1253 1376 495 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 100 1 inch 100 100 1.00 3/4 inch 100 90.3 100 1/2 inch 100 35.9 100 3/8 inch 100 6.80 94.9 No.4 99.1 0.50 12.3 No. 8 89.1 0.20 1.10 No. 16 70.2 0.20 0.30 No. 30 46.5 0.20 0.30 No.50 15.6 0.20 0.30 No. 100 3.60 0.20 0.30 No. 200 1.10 0.00 0.10 • f d Proposed ASR Mitigation Method : IThe use of Low Alkali cement 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 0.20%. 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 05/2014 L EHI GH 4EIDELBERGCEMENTCroup Lehigh Northwest Technical Services Report Number : C-17298 5225 E.Marginal Way South Date Cast: 06/17/20 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WP40003 F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.007 19.0(1 lbs. 1"x#4 ID:# (08-28-19) 2.20 0.00 1.013 19.00 lbs. 3/8"x#8 FIPIPPIIIIPPbam Class 94 2.56 0.59 1.052 22.76 lbs. B.S.Mst. ID: (Lak Supply /Jun 2020) 2.71 0.00 0.00 22.76 lbs. 1"x#4 (Issaquah /A-189) 1376 2.73 8.08 , 1385.63 58.83 lbs.3/8"x#8 (Issaquah /A-189) 495 2.72 2.92 501.44 21.76 lbs. 1.7 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1253 2.65 7.58 I 1318.16 56.13 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 245 1.00 3.93 167.15 6.69 lbs. Mbae-90 3.0 oz./yd. 1.63 i 0.12 3.5 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 0.0 cc. Glenium 7500 16.0 oz./yd. 0.64 18.9 cc. Total 3933 lbs. 27.I I 157.5 lbs. Calc.Unit Wt. 145.09 Measured Slump 5.50 Air Temp. 70.7 W/C Ratio 0.43 Air Content 6.5 Unit Wt. 144.18 S/A Ratio(by weight) 40.1 Conc.Temp. 72.5 Yield 27.28 S/A Ratio(by volume) 40.8 Design Air Content 6.0%±1.0 Target Slump 4.0"±1.00" Area: 12.77 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17298 06/17/20 06/20/20 3 4 x 8 45270 3550 45370 3550 3550 06/24/20 7 58700 4600 "" 7 58860 4610 4610 07/15/20 28 77730 6090 "" 28 76760 6010 6060 "" 28 77800 6090 08/12/20 56 0 "" 56 0 0 Remarks: Bon/Peter. 90029111std C-17299 paperwork used for water and reporting. Mix batched with 240 lbs/yd(6.50 lbs)water. t I V.17: IMmIldneton Maio 1; De Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/012022 Concrete Supplier Plant Location ✓ Cadman Inc. Redmond(50) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 • Remarks: WSDOT Class 4000 Air 4"+/- 1"Slump 6%+/- 1 5% Air Mix Design No. WP40003 Plant No. 50 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh Delta, B.C.✓✓ ASTM C 595 Type IL(15) • 3.15 470 ✓ Fly Ash a Boundary Dam Calgary,A.B. F C Alkali % 2.56 94 ✓ GGBFS (Slag)a - 100 120 � [ ' 1 Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 0.25-10 Water-Reducing Type A n Master Builders MasterPozzolith 80 1-40 Water-Reducing, High Range Type F El Master Builders MasterGlenium 7500 1-50 Water(Maximum) 245 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 144.4 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 5240 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.019 ®Water Soluble ❑Acid Soluble Agency Use Only(Check appropirate Box) 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: (_. t— � — 3/21/2022 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. WP40003 Plant No. 50 Aggregate Gradation ®AASHTO ❑Combined Nominal Maximum Size (In) 1 V Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7✓ A460✓ A460 Source Expiration Date b 12/12/24 03/21/24 03/21/24 ASR Expansion (%)b ® 14 Day ® 1 Year 0.16% 0.02% 0.02% Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 40 41 19 Specific Gravity (SSD) 2.65 2.70 2.69 Lbs/cy(ssd) 1228 1286 592 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 ✓ 100 1 inch 100 100✓ 100 3/4 inch 100 91.5 100 1/2 inch 100 41.6 ✓ 100✓ 3/8 inch 100 ✓ 7.70 90.7 ✓ No.4 99.1 ✓ 0.80 ✓ 14.3 ✓ No. 8 89.1 0.50 ✓ 0.50 No. 16 70.2 ✓ 0.10 0.20 ✓ No. 30 46.5 0.10 0.10 No. 50 15.6✓ 0.10 0.10 No. 100 3.60 ✓ 0.10 0.10 No. 200 1.10 ✓ 0.10 0.10 Fineness Modulus: 2.76 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 L EHIGH i1EIDELBERGCEMENTCroup Lehigh Northwest Technical Services Report Number : C-17348 5225 E.Marginal Way South Date Cast: 07/03/20 Seattle,WA 98134 Customer: Cadman Inc. Phone (206)763-2525 Mix # WP40003 F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.005 19.00 lbs. 1"x#4 ID:# (Can#37157/06-25-20) 2.20 0.00 1.006 19.00 lbs. 3/8"x#8 Fly Ash(Boundary Dam Class F) 94 2.56 0.59 1.044 22.76 lbs. B.S. Mst. ID: ,(_Lab Supply/Jun 2020) 2.71 0.00 0.00 22.76 lbs. 1"x#4 (Redmond /A460) 1283 2.70 7.62 1289.42 54.98 lbs. 3.4 'i 3/8"x#8 (Redmond /A460) 592 2.69 3.53 ! 595.55 25.52 lbs. 1.7 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1228 2.65 7.43 1282.03 54.68 lbs. Fine Agg. 2.60 0.00 I 0.00 0.00 lbs. Water 245 1.0o 3.93 183.33 7.33 lbs. Mbae-90 3.0 oz./yd. 1.63 0.12 3.5 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 1 0.00 0.0 cc. Glenium 7500 3.4 oz./yd. 1 0.14 4.0 cc. Total 3 912 lbs. 27.10 156.6 lbs. Calc.Unit Wt. 144.33 Measured Slump 5.00 Air Temp. 68.9 W/C Ratio 0.43 Air Content 6.0 Unit Wt. 144.18 S/A Ratio(by weight) 39.6 Conc.Temp. 71.9 Yield 27.13 S/A Ratio(by volume) 40.0 Design Air Content 6.0%±1.0 Target Slump 4.0"±1.00" Area : 12.78 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17348 07/03/20 07/06/20 3 4 x 8 44320 3470 "" 3 43860 3430 3450 07/10/20 7 53420 4180 "" 7 54550 4270 4230 07/31/20 28 66480 5200 28 67760 5300 5240 28 66710 5220 08/28/20 56 0 56 0 0 Remarks: Bon/Peter. Excellent W/F/P. 90029111std WIlleddrertan Slate A; Deparinisa of Transpertalion Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/01/2022 Concrete Supplier Plant Location J / Cadman Inc. Sky River(30)Woodinville(32)V Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 V Remarks: WSDOT Class 4000 Air 4"+/- 1"Slump h%+/- l 5% Air Mix Design No. WP40003 Plant No. 30, 32 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh v Delta, B.C. ASTM C 595 Type IL(15) I" I 3.15 470 Fly Ash a Boundary Dam Calgary,A.B. ® F ❑ C Alkali% 2.56 94 GGBFS(Slag)a ❑ 100 ❑120 Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 d 0.25-10 Water-Reducing Type A Q Master Builders MasterPozzolith 80 1-40 Water-Reducing, High Range Type F Q Master Builders MasterGlenium 7500V 1-50 Water(Maximum) 245 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 144.4 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 744011 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.020 ®Water Soluble ❑Acid Soluble Agency Use Only(Check appropirate Box) El 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: 3/21/2022 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. WP40003 Plant No. 30, 32 Aggregate Gradation ®AASHTO 0 Combined Nominal Maximum Size(In) 1 v Aggregates 1 2 3 4 5 Total WSDOT Source No.b D351 vD351 ✓ D351 V Source Expiration Date b 09/01/26 09/01/26 09/01/26 ASR Expansion (%)b ❑ 14 Day ® 1 Year 0.03% 0.03% 0.03% , Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 41 50 9 Specific Gravity(SSD) 2.65 2.70 2.69 Lbs/cy(ssd) 1259 1564 281 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 100 1 inch 100 100 100 3/4 inch 100 92.8 100 1/2 inch 100 40.7 100 3/8 inch 100 10.6 93.6 No.4 99.8 1.90 17.8 No. 8 98.3 0.70 5.00 No. 16 72.6 0.19 2.40 No. 30 43.6 0.18 1.00 No. 50 16.3 0.17 0.10 No. 100 3.00 0.16 0.09 No. 200 1.00 0.15 0.08 Fineness Modulus: 2.66 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 L EH/GH HEIDELBERGCEMENTCroup Lehigh Northwest Technical Services Report Number : C-16526 5225 E.Marginal Way South Date Cast: 10/12/18 Seattle,WA 98134 Customer: Cadman Inc. Phone.(206)763-2525 Mix # WP40003 F'c: 4000 Psi®28 Days `1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 I Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.007 19.00 lbs. 1" x#4 ID:# (09-11-18) 2.20 0.00 1.011 19.00 lbs. 3/8"x#8 IFITIMNrers'F) 1. 94 2.56 0.59 1.048 22.76 lbs. B.S.Mst. ID: (Lab Supply/Ma1l8) 2.71 0.00 0.00 22.76 lbs. 1" x#4(D351/Gold Bar) 1564 2.70 9.28 1574.95 66.40 lbs. 3/8"x#8(D351/Gold Bar) 281 2.69 1.67 284.09 12.26 lbs. 0.9 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (D351/Gold Bar) 1259 2.65 7.61 1319.43 54.48 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 245 1.00 3.93 173.41 6.94 lbs. Mbae-90 3.4 oz./yd. 1.62 0.14 4.0 cc. Pozzolith 80 22.0 oz./yd. 0.88 26.0 cc. Polyheed 997 oz./yd. 0.00 0.0 cc. Glenium 7500 21.1 oz./yd. 0.84 25.0 cc. Total 3913 lbs. 27.10 145.3 lbs. Calc.Unit Wt. 144.41 Measured Slump 5.25 Air Temp. 67.0 W/C Ratio 0.43 Air Content 6.6 Unit Wt. 144.00 S/A Ratio(by weight) 40.6 Conc.Temp. 71.1 Yield 27.17 S/A Ratio(by volume) 41.0 Design Air Content 6.0%± 1.0 Target Slump 4.5"± 1.00" Area: 12.79 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-16526 10/12/18 10/15/18 3 4 x 8 56820 4440 "" 3 56800 4440 4440 10/19/18 7 73320 5730 7 74840 5850 5790 11/09/18 28 94550 7390 II II 28 95360 7460 7440 "" 28 95650 7480 12/07/18 56 102420 8010 "" 56 101030 7900 7960 Remarks: Peter/Bon. Excellent W/F/P. 900291 llstd Viltiolingtan atIon Concrete Mix Design Contractor Submitted By I Date Concrete Services Inc. Char I 03/01/2022 Concrete Supplier Plant Location Cadman Inc. Everett(34)V Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 Remarks: WSDOT Class 4000 Air 4"+/- 1" Slump 6%+/- 1/5% Air Mix Design No. WP40003 Plant No. 34 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh Delta, B.C. ASTM C 595 Type IL(15) V I 3.15 470✓ Fly Ash a Boundary Dam Calgary,A.B. ❑ F ❑ C Alkali % 2.56 94✓ GGBFS (Slag)a ❑ 100 ❑ 120 " ' Concrete Admixtures Manufacturer Product Est. Range ✓ (oz/cy) Air Entrainment Master Builders MasterAir AE 90 _ 0.25-10_ Water-Reducing Type A n Master Builders MasterPozzolith 80✓ 1-40 Water-Reducing, High Range Type F I I Master Builders MasterGlenium 7500� 1-50 Water(Maximum) 245 Ibs/cy Is any of the water Recycled or Reclaimed? ❑ Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 144.4 Design_Performance(Attach Test Data) Average 28-day compressive strength (psi) 5930‘71-1 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(% by mass of cement) 0.012 ®Water Soluble ❑Acid Soluble Agency Use Only(Check appropirate Box) El 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: - 3/21/2022 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. WP40003 Plant No. 34 Aggregate Gradation ® AASHTO ❑Combined Nominal Maximum Size (In) 1 V Aggregates 1 2 3 4 5 Total CA7 ✓ B335 `if ✓ WSDOT Source No.b Source Expiration Dateb 12/12/24 02/11/26 02/11/26 ASR Expansion (%)b ® 14 Day ® 1 Year 0.16% 0.026% 0.026% Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 41 50 9 Specific Gravity(SSD) 2.65 2.70 2.69 Lbs/cy(ssd) 1259 1564 281 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100✓ 100 1 inch 100 98.0 1 100 3/4 inch 100 86.0 100 1/2 inch 100 38.0✓ 100✓ 3/8 inch 100 ✓ 14.0 88.0 ✓ No. 4 99.9✓ 2.00✓ 18.0 ✓ No. 8 87.5 0.50✓ 1.80 ✓ No. 16 68.5 J 0.50 0.75 ✓ No. 30 46.9 0.40 0.30 No. 50 • 18.9 ✓ 0.20 0.10 No. 100 • 5.30 ✓ 0.10 0.10 No. 200 1.40 ✓ 0.10 0.10 Fineness Modulus: 2.73 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 020%. 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 05/2014 LEHIGH REIDELBERGCEMENTCroLp Lehigh Northwest Technical Services Report Number : C-16615 5225 E.Marginal Way South Date Cast : 12/11/18 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WP40003 F'c: 4000 Psi @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 I Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.011 19.00 lbs. 1"x#4 ID:# (09-11-18) 2.20 0.00 1.018 19.00 lbs. 3/8"x#8 Fly- t hiss F) 94 2.56 0.59 1.046 22.76 lbs. B.S.Mst. ID: (09-11101 2.71 0.00 0.00 22.76 lbs. 1" x#4(DuPont/B335) 1564 2.70 9.28 1581.20 66.65 lbs. . IIW- 3/8"x#8(DuPont/B335) 281 2.69 1.67 286.06 12.34 lbs. 0.9 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1259 2.65 7.61 1316.91 54.38 lbs. I 1.7 Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 245 1.00 3.93 167.65 6.71 lbs. Mbae-90 2.50 oz./yd. 1.62 0.10 3.0 cc. Pozzolith 80 23 oz./yd. 0.92 27.2 cc. Polyheed 997 oz./yd. i 0.00 0.0 cc. Glenium 7500 5.0 oz./yd. I 0.20 5.9 cc. Total 3 913 lbs. 27.10 145.2 lbs. Calc.Unit Wt. 144.41 Measured Slump 5.00 Air Temp. 68.0 W/C Ratio 0.43 Air Content 6.6 Unit Wt. 143.40 S/A Ratio(by weight) 40.6 Conc.Temp. 68.6 Yield 27.29 S/A Ratio(by volume) 41.0 Design Air Content 6.0%±1.0 Target Slump 4.00"±1.00" Area: 12.77 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-16615 12/11/18 12/14/18 3 4 x 8 42010 3290 "" 3 41990 3290 3290 12/18/18 7 54640 4280 "" 7 53950 4220 -4250 01/08/19 28 75770 5930 28 75440 5910 5930 "" 28 76130 5960 02/05/19 56 87780 6870 56 87450 6850 6860 Remarks: Peter/ Bon I John. Excellent WIF/P. 90029111std W Olt Transporiattan Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/01/2022 Concrete Supplier Plant Location J Cadman Inc. Bellevue(53) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 Remarks: WSDOT Class 4000 Air 4"+/- 1"Slump h%+/- 1 5% Air Mix Design No. WP40003HR Plant No. 53 Cementitious Source Plant Type, Class or Grade Sp.Gr. Lbs/cy Materials Cement Lehigh Delta, B.C. ASTM C 595 Type IL(15) } 3.15 470� Fly Ash a Boundary Dam1Calgary,A.B. ® F ❑ C Alkali% 2.56 94 GGBFS(Slag)a ❑ 100 ❑120 0 I Concrete Admixtures Manufacturer Product Est. Range (ozlcy) Air Entrainment Master Builders MasterAir AE 90 0.25-10 Water-Reducing Type A Q Master Builders MasterPozzolith 80 V 1-40 Water-Reducing, High Range Type F Q Master Builders MasterGleniurn 7500✓ 1-50 Water(Maximum) 245 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ®No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.2 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6130V11 Average 14-day flexural strength (psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.018 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) El 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: 3/21/2022 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. WP40003HR Plant No. 53 Aggregate Gradation ®AASHTO ❑Combined Nominal Maximum Size(In) 1 v Aggregates 1 2 3 4 5 Total WSDOT Source No.b D336 V D336 V D336 V • Source Expiration Date b 04/02/24 04/02/24 04/02/24 ASR Expansion (%)b 0 14 Day ® 1 Year 0.04% 0.04% 0.04% Is ASR Mitigation Required? No No No • Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 43 40 17 Specific Gravity(SSD) 2.65 2.74 2.72 Lbs/cy(ssd) 1305 1270 551 Include Percent Passing for each aggregate component.Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 V 100 1 inch 100 100 ✓ 100 3/4 inch 100 79.1 100 1/2 inch 100 30.2V 100 ✓ 3/8 inch 100 V 7.20 96.1 V No.4 100 V 0.40 V 20.0 V No. 8 92.6 0.20 V 0.80 ✓ No. 16 70.6 V 0.19 0.30 ✓ No. 30 46.1 0.18 0.20 No. 50 19.9 ✓ 0.17 0.17 No. 100 4.90 V 0.15 0.14 No. 200 1.20 V 0.10 0.10 Fineness Modulus: 2.66 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 LEHIGH HEIDELBERGCEMENTCroop Lehigh Northwest Technical Services Report Number : C-17092 5225 E.Marginal Way South Date Cast : 12/13/19 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WP40003HR F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.004 19.00 lbs. 1" x#4 ID:# (08-28-19) 2.20 0.00 1.008 19.00 lbs. 3/8"x#8 F_- t . lass F) 94 2.56 0.59 1.080 22.76 lbs. B.S.Mst. ID: (Lab Supply/10-16-19) A 2.71 0.00 0.00 22.76 lbs. 1" x#4 (D336/High Rock) 1270 2.74 7.43 1275.08 54.40 lbs. 3/8"x#8 (D336 /High Rock) 551 2.72 3.25 555.41 23.92 lbs. 1.7 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (D336/High Rock) 1305 2.65 7.89 1409.40 59.78 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 245 1.00 3.93 138.90 5.56 lbs. Mbae-90 3.0 oz./yd. 1.63 0.12 3.5 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 0.0 cc. Glenium 7500 6.8 oz./yd. 0.27 8.0 cc. Total 3935 lbs. 27.10 157.7 lbs. Calc.Unit Wt. 145.19 Measured Slump 5.25 Air Temp. 67.0 W/C Ratio 0.43 Air Content 6.7 Unit Wt. 144.00 S/A Ratio(by weight) 41.7 Conc. Temp. 69.6 Yield 27.33 S/A Ratio(by volume) 42.5 Design Air Content 6.0%± 1.0 Target Slump 4.00"± 1.00" Area : 12.81 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17092 12/13/19 12/16/19 3 4 x 8 44440 3470 3 44520 3480 3480 12/20/19 7 57500 4490 7 57490 - 4490 4490 01/10/20 28 78670 6140 "" 28 78380 6120 6130 - "" 28 78580 6130 02/07/20 56 85180 6650 II II 56 84940 6630 6640 l Remarks: Bon/Peter. Excellent W/F/P. 90029111std VWashington Weis Itoporbnont Tnassportstion Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/01/2022 Concrete Supplier Plant Locatior7 Cadman Inc. Seattle(54)Bellevue(53) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: L 4000 !_ Remarks: WSI)OT Slipfnrm -4000 PSI 1"+/- 1" Slump 6%+/- 1 5% Air Mix Design No. WPSLIP Plant No. 54, 53 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh Delta, B.C. ASTM C 595 Type IL(15) • 3.15 564 ✓ Fly Ash a _❑ F ❑ C Alkali % GGBFS (Slag)a ❑ 100 ❑ 120 • Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 901 0.25-20 Water-Reducing Type A ❑• Master Builders MasterPozzolith 80 1-40 Water(Maximum) 240 Ibs/cy Is any of the water Recycled or Reclaimed? ❑ Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 146.8 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 5870 I Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(% by mass of cement) 0.019 (®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) El 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: ' ❑ 3/21/2022 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. WPSLIP Plant No. 54, 53 Aggregate Gradation ® AASHTO ❑Combined Nominal Maximum Size(In) 1 V Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7 ✓ X125✓ X125✓ Source Expiration Date b 12/12/24 09/17/25 09/17/25 ASR Expansion (%)b 18114 Day ® 1 Year 0.16% 0.026% 0.026% Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 49 35 16 Specific Gravity(SSD) 2.65 2.78 2.76 Lbs/cy (ssd) 1520 1105 550 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 ✓ 100 1 inch 100 99.5 ✓ 100 3/4 inch 100 86.8 100 1/2 inch 100 53.8 ✓ 100 ✓ 3/8 inch 100 ✓ 33.8 87.3 ✓ No.4 99.1✓ 0.50 17.5 ✓ No. 8 89.1 0.30 ✓ 1.00 1 No. 16 70.2✓ 0.30 0.30 ✓ No. 30 46.5 0.30 0.30 No. 50 15.61 0.30 0.30 No. 100 3.601 0.30 0.30 No. 200 1.10✓ 0.20 0.10 Fineness Modulus: 2.76 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 020%. 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 05/2014 L EHI GH HEIDELBERGCEMENTGroup Lehigh Northwest Technical Services Report Number : C-17085 5225 E Marginal Way South Date Cast : 12/10/19 Seattle,WA 98134 Customer: Cadman Inc. Phone (206)763-2525 Mix # WPSLIP F'c: 4000 PSI( 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) 564 3.15 2.87 1.000 22.76 lbs. 1 1/2 x 3/4" ID:# (08-28-19) 2.20 0.00 1.008 22.76 lbs. 3/4"x#4 Fly Ash (Centralia Type"F") 2.56 0.00 1.020 22.76 lbs. 1/2"x#8 ID: /Mak 10-16-19) 41 2.71 0.00 1.037 22.76 lbs. Bldg. Sand 1"1/2 x 3/4" 2.74 0.00 0.00 1.70 lbs. 1.7 1"x#4 (Manke/X125) 1105 2.78 6.37 1113.84 46.25 lbs. 3/8"x#8 (Manke/X125) 550 2.76 3.19 561.00 23.34 lbs. 0.9 Bldg Sand (Sechelt/CA7) 1520 2.65 9.19 1576.24 66.45 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 240 1.00 3.85 166.21 6.65 lbs. MasterAir AE 90 7.0 oz./yd. 1.63 0.28 8.3 cc. MasterPozzolith 80 22.0 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 i 0.00 0.0 cc. 0 Master Glenium 7500 oz./yd. 1 0.00 0.0 cc. Total 3979 lbs 27.10 159.3 lbs. Calc.Unit Wt. 146.82 Measured Slump 2.00 Air Temp. 68.0 W/C Ratio 0.43 Air Content% 7.2 Unit Wt. 143.80 S/A Ratio(by weight) 47.9 Conc.Temp. 70.8 Yield 27.67 S/A Ratio(by volume) 49.0 Design Air Content 6.0%±1.5 Slump Range 1.00"±1.00" Area : 12.82 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17085 12/10/19 . 12/13/19 3 4 x 8 49740 3880 "" 3 50190 3910 3900 12/17/19 7 62040 4840 "" 7 62060 4840 4840 01/07/20 28 75320 5880 "" 28 _ 75770 5910 5870 "" 28 _ 74560 5820 02/04/20 56 79770 6220 "" 56 79000 6160 6190 Remarks: Peter/Bon. 90029111 std \\grouphc\usa\Redmond\Departments\Lab_BreakSheets-Cement Customer Agg Data\Break Sheets 17k to 18k\17085.xlsx 11111eshIngton State Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/01/2022 Concrete Supplier Plant Location Cadman Inc. Issaquah(51) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 V Remarks: WSDOT Slipform-4000 PST 1"+/- 1"Slump 6%+/- 1 5% Air Cement Type IL(15).is not a low alkali cement Mix Design No. WPSLIP Plant No. 51 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh Delta, B.C. ASTM C 595 Type IL(15) I' I 3.15 564 Fly Ash a ❑ F ❑ C Alkali% GGBFS(Slag)a ❑ 100 ❑ 120 II Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 0.25-20 Water-Reducing Type A Q Master Builders MasterPozzolith 80 1-40 Water(Maximum) 240 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.9 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6260 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.021 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) 0 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: �-— . 3/2112022 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 r Mix Design No. WPSLIP Plant No. 51 , Aggregate Gradation ®AASHTO 0 Combined Nominal Maximum Size(In) 1 V Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7 A189 A189 Source Expiration Date b 12/12/24 01/23/24 01/23/24 • ASR Expansion (%)b ® 14 Day ❑ 1 Year 0.16% 0.36% 0.36% Is ASR Mitigation Required? No Yes Yes Stock Pile Grading° Class 2 AASHTO57AASHTO 8 Percent of Total Aggregate 47 38 15 Specific Gravity(SSD) 2.65 2.73 2.72 I Lbs/cy(ssd) 1460 1215 475 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 100 1 inch 100 100 100 3/4 inch 100 90.3 100 1/2 inch 100 35.9 100 3/8 inch 100 6.80 94.9 No.4 99.1 0.50 12.3 No. 8 89.1 0.20 1.10 No. 16 70.2 0.20 0.30 No. 30 46.5 0.20 0.30 No. 50 15.6 0.20 0.30 No. 100 3.60 0.20 0.30 No. 200 1.10 0.00 0.10 Proposed ASR Mitigation Method : The use of Low Alkali Cement o es: 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 0.20%. 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 05/2014 L EHI GH i4EIDELBERGCEMENTCroup Lehigh Northwest Technical Services Report Number : C-17374 5225 E.Marginal Way South Date Cast : 07/17/20 Seattle,WA 98134 Customer: Cadman Inc. Phone (206)763-2525 Mix # WPSLIP F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures- _ Cement(Lehigh Delta PLC) 564 3.15 2.87 1.012 22.76 lbs. 1"x#4 ID:# (06-10-20) 2.20 0.00 1.011 22.76 lbs. 3/8"x#8 Irlignitry Dam Class iii 2.43 0.00 1.039 22.76 lbs. B.S.Mst. Supply/Jun 2020) 2.71 0.00 0.00 22.76 lbs. 1"x#4 (Issaquah /A-189) 1215 2.73 7.13 1229.58 52.58 lbs. MOW 3/8"x#8 (Issaquah /A-189) 475 2.72 2.80 480.23 20.91 lbs. 17 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1460 2.65 8.83 1516.94 64.08 lbs. imisiiiiimin Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 240 1.0o 3.85 165.62 6.62 lbs. Mbae-90 7.0 oz./yd. 1.63 0.28 8.3 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. ( 0.00 0.0 cc. Glenium 7500 oz./yd. i 0.00 0.0 cc. Total 3954 lbs. 27.11 158.3 lbs. Cale.Unit Wt. 145.87 Measured Slump 1.50 Air Temp. 71.6 W/C Ratio 0.43 Air Content 6.1 Unit Wt. 144.78 S/A Ratio(by weight) 46.3 Conc.Temp. 75.0 Yield 27.31 S/A Ratio(by volume) 47.1 Design Air Content 6.0%±1.0 Target Slump 1.0"±1.00" Area: 12.77 Cylinder Date Test As g. Number Cast Date Age Size Pounds Psi Psi C-17374 07/17/20 07/20/20 3 4 x 8 54020 4230 11 " 3 53980 4230 4230 07/24/20 7 68200 5340 11 " _ 7 66980 5250 5300 08/14/20 28 79870 6250 11 " 28 79760 6250 6260 "" 28 80190 6280 09/11/20 56 0 "" 56 0 0 Remarks: Bon/Peter. 90029111std 1111whIngtan Stain IF74; Department Concrete Mix Design 9 Contractor Submitted By I Date Concrete Services Inc. Char I 03/01/2022 Concrete Supplier Plant Location Cadman Inc. Redmond(50) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 V Remarks: WS1DOT Slipform-4000 PSI 1"+/- 1"Slump 6_%_+±1_5%Air Mix Design No. WPSLIP Plant No. 50 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh Delta, B.C.V ASTM C 595 Type IL(15) ' 3.15 5641 Fly Ash a ❑ F ❑ C Alkali % GGBFS (Slag)a ❑ 100 ❑ 120 Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90� 0.25-20 Water-Reducing Type A ❑I Master Builders MasterPozzolith 80✓ 1-40 Water(Maximum) 240 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.2 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 54601 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(% by mass of cement) 0.018 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) it 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: L "— — 3/21/2022 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. _ WPSLIP Plant No. 50 Aggregate Gradation ® AASHTO 0 Combined 1 Nominal Maximum Size (In) 1 V Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7 `� A460✓ . A460✓ Source Expiration Dateb 12/12/24 3/21/24 3/21/24 ASR Expansion (%)b CO 14 Day ® 1 Year 0.16% 0.02% 0.02% Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 47 38 15 Specific Gravity (SSD) 2.65 2.70 2.69 Lbs/cy(ssd) 1460 1205 466 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 1 2 inch 100 100 100 1-1/2 inch 100 100 ✓ 100 1 inch 100 100 ✓ 100 3/4 inch 100 91.5 100 1/2 inch 100 41.6 ✓ 100✓ 3/8 inch 100 1 7.70 90.7 ✓ No. 4 99.1 ✓ 0.80 i 14.3 1 No. 8 89.1 0.50 ✓ 0.50 ✓ No. 16 70.2 1 0.10 0.20 1 No. 30 46.5 0.10 0.10 No. 50 15.6 ✓ 0.10 0.10 No. 100 3.60 1 0.10 0.10 No. 200 1.10 \/ 0.10 0.10 Fineness Modulus: 2.76 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 L EHI GH 1EIDELBERGCEMENTCroup Lehigh Northwest Technical Services Report Number : C-17350 5225 E Marginal Way South Date Cast : 07/03/20 Seattle,WA 98134 Customer: Cadman Inc. Phone:(206)763-2525 Mix # WPSLIP F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 564 3.15 2.87 1.005 22.76 lbs. 1" x#4 ID:# (Can#37157/06-25-20) 2.20 0.00 1.006 22.76 lbs. 3/8"x#8 Fly Ash(Boundary Dam Class F) 2.43 0.00 1.044 22.76 lbs. B.S.Mst. 1D:/Lau SupplyI Jun 2020) j 2.71 0.00 0.00 22.76 lbs. 1"x#4 (Redmond /A460) 1205 2.70 7.15 1211.03 51.84 lbs. 3/8"x#8 (Redmond /A460) 466 2.69 2.78 468.80 20.45 lbs. 1.7 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1460 2.65 8.83 1524.24 64.37 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 240 too 3.85 169.69 6.79 lbs. Mbae-90 7.0 oz./yd. 1.63 0.28 8.3 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 0.0 cc. Glenium 7500 oz./yd. 0.00 0.0 cc. Total 3935 lbs. 27.10 157.5 lbs. Calc.Unit Wt. 145.19 Measured Slump 1.50 Air Temp. 69.8 W/C Ratio 0.43 Air Content 7.4 Unit Wt. 142.57 S/A Ratio(by weight) 46.6 Conc.Temp. 72.5 Yield 27.60 S/A Ratio(by volume) 47.1 Design Air Content 6.0%±1.0 Target Slump 1.0"±1.00" Area : 12.78 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17350 07/03/20 07/06/20 3 4 x 8 47900 3750 3 47520 3720 3740 07/10/20 7 60310 4720 "" 7 59730 4670 4700 07/31/20 28 69460 5440 11" 28 69790 5460 5460 "" 28 69860 5470 08/28/20 56 0 "" 56 0 0 Remarks: &m/Peter. 90029111std idElk WA; Doparbnont of IlionspostatIon Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. I Char I 03/01/2022 Concrete Supplier Plant Location ✓ Cadman Inc. Sky River(30)Woodinville(32)✓ Contract Number Contract Name Duvall Ave NE Improvements 1 This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 • Remarks: WSDOT Slipform-4000 PST L'±L- l' Slump 6%-i-/- 1 5% Air Mix Design No. WPSLIP Plant No. 30, 32 Cementitious Source Plant Type,Class or Grade Sp. Gr. Lbs/cy Materials . I _ Cement Lehigh Delta,B.C. ASTM C 595 Type IL(15) •l 3.15 564✓ Fly Ash a _ El F ❑ C Alkali% GGBFS(Slag)a _ ❑ 100 ❑120 0 0 I Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 V 0.25-10 Water-Reducing Type A ❑• Master Builders _ _MasterPozzolith 80 d 1-40 E. ❑• ❑• Water(Maximum) 240 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.2 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 5880\F Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.020 ®Water Soluble 0 Acid Soluble L Agency Use Only(Check appropirate Box) LI 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: 3/21/2022 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. WPSLIP Plant No. 30, 32 Aggregate Gradation AASHTO ❑Combined Nominal Maximum Size(In) 1 v Aggregates 1 2 3 4 5 Total WSDOT Source No.b D351 v D351 D351 Source Expiration Date b 09/01/26 09/01/26 09/01/26 ASR Expansion (%)b 0 14 Day ® 1 Year 0.03% 0.03% 0.03% Is ASR Mitigation Required? No No No • Stock Pile Grading c Class 2 AASHT057 AASHTO 8 Percent of Total Aggregate 41 44 15 Specific Gravity(SSD) 2.65 2.70 2.69 Lbs/cy(ssd) 1290 1411 479 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100 V 100 1 inch 100 100 J 100 3/4 inch 100 92.8 100 1/2 inch 100 40.7 100 3/8 inch 100 V 10.6 d 93.6 V No.4 99.8 V 1.90 17.8 V No. 8 98.3 0.70 5.00 J No. 16 72.6 V 0.19 2.40 J No. 30 43.6 0.18 1.00 No. 50 16.3 V 0.17 0.10 No. 100 3.00 V 0.16 0.09 No.200 1.00 V 0.15 0.08 Fineness Modulus: 2.66 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 L EHI GH ilEIDELBERGCEMENTCroLp Lehigh Northwest Technical Services Report Number : C-17102 5225 E Marginal Way South Date Cast: 12/18/19 Seattle,WA 98134 Customer: Cadman Inc. Phone.(206)763-2525 Mix # WPSLIP F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 564 3.15 2.87 1.003 22.76 lbs. 1" x#4 1D-# (12-05-19) 2.20 0.00 1.017 22.76 lbs. 3/8"x#8 Fly Asia Class F) 2.56 0.00 1.042 22.76 lbs. B.S.Mst. ID: (Lab Supply/10-16-19) 2.71 0.00 0.00 22.76 lbs. 1" x#4 (Gold Bar/D351) 2.74 0.00 0.00 3.40 lbs. 1"x#4 (Gold Bar/D351) 1 420 2.70 8.43 1444.14 61.17 lbs. 3/8"x#8 (Gold Bar/D351) 155 2.69 0.92 161.51 7.36 lbs. 0.9 Bldg Sand (Gold Bar/D351) 1555 2.65 9.40 1620.31 68.21 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 240 i.00 3.85 153.59 6.14 lbs. Mbae-90 6.0 oz./yd. 1.63 ! 0.24 7.1 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 0.0 cc. Glenium 7500 oz./yd. 0.00 0.0 cc. Total 3934 lbs. 27.10 97.5 lbs. Calc.Unit Wt. 145.16 Measured Slump 1.00 Air Temp. 67.0 W/C Ratio 0.43 Air Content 7.4 Unit Wt. 142.80 S/A Ratio(by weight) 49.7 Conc.Temp. 68.1 Yield 27.55 S/A Ratio(by volume) 50.1 Design Air Content 6.0%±1.0 Target Slump 1.0"±1.00" Area : 12.81 Cylinder Date Test A.g. Number Cast Date Age Size Pounds Psi Psi C-17102 12/18/19 12/21/19 3 4 x 8 49300 3850 "" 3 50170 3920 3890 12/26/19 8 65730 5130 "" 8 64570 5040 5090 01/15/20 28 75980 5930 "" 28 74170 5790 5880 28 75740 5910 02/12/20 56 82910 6470 11 " 56 81990 6400 6440 Remarks: Bon/Peter. 90029111std VWashPastan State Department at Thussportdion Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/012022 Concrete Supplier Plant Location Cadman Inc. Everett(34)✓ Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 • Remarks: WSDOT Slipform-4000 PSI 1"+/- 1"Slump Fi%+/- 1 5% Air Mix Design No. WPSLIP Plant No. _ 34 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh ✓ Delta, B.C. ASTM C 595 Type IL(15) • I 3.15 564✓ Fly Ash a L F Hi C Alkali GGBFS(Slag)a - 100 120 Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 ✓ 0.25-10 Water-Reducing Type A n Master Builders MasterPozzolith 80✓ 1-40 Water(Maximum) 240 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.4 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6230V1—I Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(% by mass of cement) 0.012 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) El 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: _ 3/21/2022 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. WPSLIP Plant No. 34 Aggregate Gradation ® AASHTO ❑ Combined Nominal Maximum Size (In) 1 v Aggregates 1 2 3 4 5 Total WSDOT Source No.b CA7 ✓ B335✓ B335✓ Source Expiration Date b 12/12/24 02/11/26 02/11/26 ASR Expansion (%)b ® 14 Day ® 1 Year 0.16% 0.026% 0.026% Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 47 38 15 Specific Gravity(SSD) 2.65 2.70 2.69 Lbs/cy (ssd) 1479 1218 479 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. _ 2 inch 100 100 100 1-1/2 inch 100 100 ✓ 100 1 inch 100 98.0 ✓ 100 3/4 inch 100 86.0 100 1/2 inch 100 38.0 ✓ 100 ✓ 11 3/8 inch 1001 14.0 88.0 ✓ No.4 99.9✓ 2.00 ✓ 18.0 ✓ No. 8 87.5 0.50 ✓ 1.80 ✓ No. 16 68.5 ✓ 0.50 0.75 ✓ No. 30 46.9 0.40 0.30 No. 50 18.9✓ 0.20 0.10 No. 100 5.30 ✓ 0.10 0.10 No. 200 1.40 ✓ 0.10 0.10 Fineness Modulus: 2.73 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 L EHI GH 4EI DELBERGCE M E NT C ro o p Lehigh Northwest Technical Services Report Number : C-17136 5225 E.Marginal Way South Date Cast : 01/08/20 Seattle,WA 98134 Customer: Cadman Inc. Phone.(206)763-2525 Mix # WPSLIP F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 564 3.15 2.87 1.008 22.76 lbs. 1"x#4 ID:#t'ly (12-05-19) 2.20 0.00 1.013 22.76 lbs. 3/8"x#8 Ash(een a a Class F) 2.56 0.00 1.038 22.76 lbs. B.S.Mst. ,Lab Supply/ 10-16-1 2.71 0.00 0.00 22.76 lbs. 1"x#4 (DuPont/ B335) 1590 2.70 9.44 1602.72 67.51 lbs. 3/8 x#8 (DuPont/ B335) 275 2.69 1.64 278.58 12.04 lbs. 0.9 Fine Agg. 2.69 0.00 0.00 1.70 lbs. Fine Agg. (Sechelt/CA7) 1270 2.65 7.68 1318.26 56.13 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 240 1.00 3.85 177.36 7.09 lbs. Mbae-90 6.5 oz./yd. 1.63 0.26 7.7 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 0.0 cc. Glenium 7500 oz./yd. 0.00 0.0 cc. Total 3939 lbs. 27.10 191.0 lbs. Calc.Unit Wt. 145.34 Measured Slump 1.75 Air Temp. 68.0 W/C Ratio 0.43 Air Content 6.2 Unit Wt. 146.40 S/A Ratio(by weight) 40.5 Conc.Temp. 69.0 Yield 26.91 S/A Ratio(by volume) 40.9 Design Air Content 6.0%± 1.0 Target Slump 1.0"± 1.00" Area : 12.76 Cylinder Date Test AN g. Number Cast Date Age Size Pounds Psi Psi C-17136 01/08/20 01/11/20 3 4 x 8 56430 4420 11 " 3 55600 4360 -1390 01/15/20 7 69500 5450 "" 7 69220 5420 5440 02/05/20 28 79190 6210 28 79260 6210 6230 "" 28 79820 6260 03/04/20 56 87340 6840 56 89830 7040 6940 Remarks: Bon/Peter 90029111std .tom► 1,7; Department o.auun Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/01/2022 Concrete Supplier Plant Location Cadman Inc. Bellevue(53) V Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 V Remarks: WSDOT Slipfnrm-4000 PST 1"+/- 1"Slump 6%+/- 1 5% Air Mix Design No. WPSLIPHR Plant No. 53 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh V Delta, B.C. ASTM C 595 Type IL(15) I V • 3.15 564 Fly Ash a ❑ F ❑ C Alkali% GGBFS(Slag)a ❑ 100 ❑ 120 Concrete Admixtures Manufacturer Product _ Est. Range (ozlcy) Air Entrainment Master Builders MasterAir AE 90 0.25-20 Water-Reducing Type A Q Master Builders MasterPozzolith 80 1-40 Water(Maximum) 240 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 146.1 • Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6400 /1 Average 14-day flexural strength (psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.018 ®Water Soluble ❑Acid Soluble Agency Use Only(Check appropirate Box) IA 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: 3/21/2022 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. WPSLIPHR Plant No. 53 Aggregate Gradation ®AASHTO ❑Combined Nominal Maximum Size(In) 1 V Aggregates 1 2 3 4 5 Total D336 ✓ D336✓" D336✓ WSDOT Source No.b Source Expiration Date b 04/02/24 04/02/24 04/02/24 ASR Expansion (%)b ❑ 14 Day ® 1 Year 0.04% 0.04% 0.04% Is ASR Mitigation Required? No No No Stock Pile Grading c Class 2 AASHTO57 AASHTO 8 Percent of Total Aggregate 45 42 13 Specific Gravity(SSD) 2.65 2.74 2.72 Lbs/cy(ssd) 1426 1315 415 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100✓ 100 1 inch 100 100 ✓ 100 3/4 inch 100 79.1 100 1/2 inch 100 30.2✓ 100✓ 3/8 inch 100 ✓ 7.20 96.1 ✓ No.4 100 ✓ 0.40✓ 20.0 ✓ No. 8 92.6 0.20✓ 0.80 ✓ No. 16 70.6 ✓ 0.19 0.30 ✓ No. 30 46.1 0.18 0.20 No. 50 19.9 ✓ 0.17 0.17 No. 100 4.90 ✓ 0.15 0.14 No. 200 1.20 V 0.10 0.10 Fineness Modulus: 2.66 (Required for Class 2 Sand) Proposed ASR Mitigation Method : 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 0.20%. 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 05/2014 L EHI GH REIDELBERGCEMENTCrocp Lehigh Northwest Technical Services Report Number : C-17356 5225 E Marginal Way South Date Cast : 07/08/20 Seattle,WA 98134 Customer: Cadman Inc. Phone (206)763-2525 Mix # WPSLIPHR F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 564 3.15 2.87 1.006 22.76 lbs. 1" x#4 ID:# (Can#37157/06-25-20) 2.20 0.00 1.011 22.76 lbs. 3/8" x#8 Fly Ash(Boundary Dam Class F) 2.43 0.00 1.052 22.76 lbs. B.S.Mst. ID:__(Lab Supply/Jun 2020) 2.71 0.00 0.00 22.76 lbs. 1"x#4 (D336/High Rock) 1315 2.74 7.69 1322.89 56.32 lbs. 3/8"x#8 (D336 /High Rock) 415 2.72 2.45 ' 419.57 17.68 lbs. 0.9 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (D336/High Rock) 1426 2.65 8.62 1500.15 63.41 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 240 1.00 3.85 j 157.16 6.29 lbs. Mbae-90 7.0 oz./yd. 1.63 0.28 8.3 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. I 0.00 0.0 cc. Glenium 7500 oz./yd. I 0.00 0.0 cc. Total 3960 lbs. 27.11 158.6 lbs. Calc.Unit Wt. 146.10 Measured Slump 1.00 Air Temp. 70.7 W/C Ratio 0.43 Air Content 6.1 Unit Wt. 145.99 S/A Ratio(by weight) 45.2 Conc.Temp. 74.1 Yield 27.13 S/A Ratio(by volume) 46.0 Design Air Content 6.0%± 1.0 Target Slump 1.0"±1.00" Area : 12.78 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17356 07/08/20 07/11/20 3 4 x 8 59970 4690 "" 3 60000 4690 4690 07/15/20 7 70980 5550 11" 7 69150 5410 5480 08/05/20 28 82480 6450 28 81650 6390 6400 "" 28 81220 6360 09/02/20 56 0 "" 56 0 0 Remarks: Bon/Peter. 90029111std Qualified Product List https://wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product_rio=2018(73... Washington State March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Lehigh Northwest Cement Co. - Delta , BC Product Name: EcoCem PLC IL(X) Blended Limestone Cement Standard Spec : 9-01.2(1)B, Concrete - Blended Hydraulic Cement Product Description : (AASHTO M 240, ASTM C595) Blended hydraulic cement type IL(X): 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)B, the value of (X) shall be a minimum of 5% and a maximum of 15%. 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 : Aug 20, 2020 To be completed by the field inspector: Quantity: Verified By: Date: 1 of 1 3/21/2022, 1:04 PM Lehigh Cement 7777 Ross Road Lehigh Hanson Delta,British Columbia,V4G 1B8 HEIDELRERGCFMENTCmup P.O.Box 950,V4K 3S6 ph:604.946.0411 MILL TEST REPORT Cement Type: ASTM Type IL(15) ,,,SMTo R15 EcoCemPLC -Portland Limestone Cement Plant: Delta, BC Certificate#: D2L-128 Production Period: Dec 01 2021 Test ASTM Dec 31 2021 Result C595/C595M-19 Specification Si02(%) ASTMC114 18.7 - Al2O3(%) ASTMC114 4.9 - Fe2O3(%) ASTMC114 3.27 - CaO(%) ASTMC114 64.4 - MgO (%) ASTMC114 0.9 - S03 (%) ASTMC114 2.99 max. 3.0* Na2O(%) ASTMC114 0.25 - K20(%) ASTMC114 0.36 - *S03 may exceed the maximum limit of 3.0%as the cement meets ASTM C1038 requirements. lortar Bar Expanion at 14 days ASTMC1038 0.002 max.0.020 *Adjusted Potential Phase Composition C3S(%) ASTMC150 52 C2S(%) ASTMC150 14 C3A(%) ASTMC150 7 C4AF(%) ASTMC150 10 Equivalent Alkalies(%) ASTMC150 0.48 Loss on Ignition (%) ASTMC114 6.2 max. 10.0 Free Calcium Oxide (%) ASTMC114 0.9 - Vicat Setting Time Initial (minutes) ASTMC191 95 min.45 max.420 Blaine Fineness (m2/kg) ASTMC204 426 - +325 mesh ASTMC430 1.0 - Air Content of Mortar(%) ASTMC185 9.6 max 12 Autoclave Expansion (%) ASTMC151 0.04 max.0.80,min -0.20 Compressive Strength MPa/psi 3 Day ASTM C109/109M 29.4/4270 min. 13.0 11890] 7 Day ASTM C109/109M 34.6/5020 min.20.0[2900] 28 Day(previous month) ASTMC109/109M 43.2/6260 min.25.013620] Sulphate Resistance(Q1/21) ASTMC1012 0.03 max 0.10 (Expansion at 180 days) Color(L*) 64 This will certify that the above described cement meets the standard chemical and physical requirements of ASTM Specification C595 for Type IL Portland-limestone Cement. *Corrected by using ASTM calculation for Blended Cement Siu Kei(S.K.) Ng � // � January 5,2022 Plant Chemist lGG Qualified Product List https://wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product_nb=201205... Washington State March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: 1, Bid Item: 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 To be completed by the field inspector: Quantity: Verified By: Date: 1 of 1 3/21/2022. 1:03 PM TECHNICAL REPORT CC IL CERTIFIED CONCRETE TESTING LABORATORY WO o d. IN ACCORDANCE WITH CSA A283-19 Chemical and Physical Analysis of Fly Ash Developed For: Lehigh Cement a Division of Hanson Materials Limited #222, 885-42nd Ave SE Calgary, AB T2G 1Y8 Project: CA18620.300 Plant of Origin: Boundary Dam Sample Date: Nov 1 - 15, 2021 Report Date: 13-Jan-22 Sample ID: 21BD21 Date Received 12-Nov-21 ASTM C 618-19 Specifications Chemical Composition (%) Class F Class C Total Silica, Aluminum, Iron: 80.0 50.0 Min 50.0 Min Silicon Dioxide 56.9 Aluminum Oxide: 18.2 Iron Oxide: 4.8 Sulfur Trioxide: 0.3 5.0 Max Calcium Oxide: 7.1 18.0 Max > 18.0 Moisture Content: 0.0 3.0 Max 3.0 Max Loss on Ignition: 0.2 6.0 Max 6.0 Max AASHTO M295-19 Specifications Available Alkalies(as Na2O): 1.2� 1.5 Max 1.5 Max Sodium Oxide: 1.0 Potassium Oxide: 0.4 Physical Test Results ASTM C 618-19 Specifications Class F Class C Fineness, Retained on#325 Sieve(%): 20.1 34 Max 34 Max Strength Activity Index (%) Ratio to Control ©7 Days: 74.9 Ratio to Control @ 28 Days: 81.6 75 Min 75 Min Water Requirement, %of Control 91.9 105 Max 105 Max Soundness,Autoclave Expansion(%): 0.1 0.8 Max 0.8 Max Drying Shrinkage, Increase @ 28 Days(%): 0.03 Max 0.03 Max Density Mg/m3: 2.29 COMMENTS: • Meets Class F, ASTM C 618-19 Specification (Final Report) Wood Environment and Infrastructure Solutions Reviewed By: Wilfred Zhou, C.E.T. Shaun Radomski, M.Sc., P.Eng. Materials Laboratory Technician Associate Materials Engineer Reporting of these test results constitutes a testing service only. Engineering interpretation a evaluation of the test results is provided only on written request. SUBMITTAL REVIEW Not shown on Cement Mix Designs ) No Exceptions Taken ' p Make Corrections Noted LAFARG E Amend & Resubmit X Rejected-See Remarks NORTH AMERICA IMPORTANT NOTICE: This review Cement does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and FLY ASH TEST REPORT Contract Documents. Analysis by: Lafarge Seattle Concrete Lab Sample from : Centralia Power Plant Gray&Osborne, LNG CONSULTING ENGINEERS Average Analysis: December 2021 Test Report Number 1-22 Class F By: DRS Date: 3/21/22 Chemical Analysis Results Limits Silicon Dioxide(SiO2) 47.9% Aluminum Oxide(A1203) 17.3% Iron Oxide(Fe203) 6.1 % Total(SiO2)+(A1203)+(Fe203) 71 % 50%Min-ASTM Sulphur Trioxide(SO3) 0.8% 5%Max-ASTM Calcium Oxide(CaO) 14.9% 18%Max-ASTM Magnesium Oxide 5.8% Moisture Content 0.27% 3%Max-ASTM Loss on Ignition 0.27% 5%Max Available Alkali as Equiv.Na20(previous month's result) 0.40% 1.5%Max Physical Analysis Fineness Retained on 45 urn(No.325 Sieve) 18.3% 34%Max-ASTM Strength Activity Index with Portland Cement %of Control at 7 Days 92% 75%Min-ASTM %of Control at 28 Days(previous month's result) 101 % 75%Min-ASTM Water Requirement,Percent of Control 93% 105%Max-ASTM Autoclave Expansion 0.02% 0.8%Max-ASTM Density 2.66 Mg/m3 Uniformity Requirements Density,Variation from Average 0.00% 5%Max-ASTM Fineness 45um Sieve,Variation from Average 0.50% 5%Max-ASTM We hereby certify that the composite fly ash sample above meets the chemical and physical requirements of ASTM C618 and AASHTO M295 for class F fly ash. Certified Rob Shogren Technical Director WESTERN REGION 5400 West Marginal Way SW,Seattle,Washington 98106-1517 Office: 206.923.0098 or 800.477.0100 Fax: 206.923.0388 Qualified product List https://wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product no=199439... c Washington State March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction Chemicals,. Inc.) - Cleveland, OH Product Name: MasterPozzolith 80 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: 1 of 1 3/21/2022,4:53 PM • 03 30 00 Cast-in-Place Concrete MASTER® 03 40 00 Precast Concrete » BUILDER S 03 70 00 Mass Concrete SOLUTIONS MasterPozzolith® 80 Water-Reducing Admixture Description" Features MasterPozzolith-80 ready- ■ Reduced water content required for a given workability to=use,liquid'admiktu're • • Controlled setting characteristics—normal or retarded :•:'is used for making more .uniform and predictable . Benefits .quality.yconcrete:"• ; { MasterPozzolith 80 • Increased compressive and flexural strengths ;admixture;meetsASTMIC. ' • Improved workability 494/C 494M requirements ' • Reduced segregation for Type B,'re rding,reducing, • Flexibilityin the schedulingof placingand finishingoperations Type B,�retarding,:.. ':;° � P and Type D,•reterding .( • Offsets effects of early stiffening during extended delays between mixing and placing Ci • and water-reducing,., ,' . ; • Helps eliminate cold joints :admixtures. ,.. . .i ■ Full-form deflection can take place(before concrete sets)in extended pours for bridge .Applications 1 decks,cantilevers, nonshored structural elements,etc. Recommended for.useAn: :. ■ Peak temperature and/or rate of temperature rise lowered in mass concrete thereby reducing thermal cracking ■ Prestressed concrete' ■•Precast concrete."' + i Performance Characteristics •`Reinforced concretey . Rate of Hardening:The temperature of the concrete mixture and the ambient temperature • Shotcrefe, - '� affect the hardening rate of concrete. At higher temperatures, concrete stiffens more rapidly which may cause problems with placing and finishing. The dosage range of • Lightweight concrete MasterPozzolith 80 admixture can be varied to provide the desired setting characteristics. Pumped:concrete' : ; •' i ■ 4x4TM Concrete.,• Guidelines for Use 11-.Pervious concrete Dosage: Depending on the setting characteristics desired, MasterPozzolith 80 admixture ■ Self-consolidating is recommended for use within the dosage range of 3-10 fl oz/cwt(195-650 mL/100 kg) concrete:SCC • of cementitious materials for most concrete mixtures using average concrete ingredients. (• ) Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your local sales • ,:I representative. _ i A brand of - MBCC GROUP page 1 of 2 DAT-0083 MasterPozzolith 80.indd 1 (J 102120 5:13AM r , MasterPozzolith 80 Technical Data Sheet Product Notes Utilizing worldwide resources, the Master Builders Solutions Corrosivity - Non-Chloride, Non-Corrosive: MasterPozzolith 80 community of experts are passionate about providing admixture will neither initiate nor promote corrosion of solutions to challenges within all stages of construction, reinforcing steel in concrete.This admixture does not contain as well as the life cycle of a structure. At Master Builders intentionally added calcium chloride or other chloride based Solutions we create sustainable solutions for construction ingredients. around the globe. Compatibility: MasterPozzolith 80 admixture may be used in Limited Warranty Notice combination with any Master Builders Solutions admixtures. Master Builders Solutions warrants this product to be free When used in conjunction with other admixtures, each from manufacturing defects and to meet the technical admixture must be dispensed separately into the mixture. properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory 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 MasterPozzolith EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF 80 admixture freezes, thaw at 35 °F (2 °C) or above and MERCHANTABILITY OR FITNESS FOR A PARTICULAR completely reconstitute by mild mechanical agitation. Do not PURPOSE WITH RESPECT TO ITS PRODUCTS.The sole use pressurized air for agitation. and exclusive remedy of Purchaser for any claim concerning Shelf Life:MasterPozzolith 80 admixture has a minimum shelf this product, including but not limited to, claims alleging life of 18 months. Depending on storage conditions,the shelf breach of warranty, negligence, strict liability or otherwise, life may be greater than stated. Please contact your local is shipment to purchaser of product equal to the amount sales representative regarding suitability for use and dosage of product that fails to meet this warranty or refund of the recommendations if the shelf life of MasterPozzolith 80 original purchase price of product that fails to meet this admixture has been exceeded. warranty, at the sole option of Master Builders Solutions. Any claims concerning this product must be received in Packaging writing within one (1) year from the date of shipment and admixture is supplied in 55 gal (208 L) any claims not presented within that period are waived by MasterPozzolith 80 drums, gal(1 a L)totes and by lied delivery. Purchaser. MASTER BUILDERS SOLUTIONS WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, Related Documents CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Safety Data Sheets: MasterPozzolith 80 admixture Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in Additional Information connection therewith.This information and allfurthertechnical For additional information on MasterPozzolith 80 admixture advice are based on Master Builders Solutions' present or its use in developing a concrete mixture with special knowledge and experience. However, Master Builders performance characteristics, contact your local sales Solutions assumes no liability for providing such information representative. and advice including the extent to which such information and advice may relate to existing third party intellectual Master Builders Solutions, a brand of MBCC Group, property rights, especially patent rights, nor shall any legal is a global leader of innovative chemistry systems and relationship be created by or arise from the provision of such formulations for construction, maintenance, repair and information and advice. Master Builders Solutions reserves restoration of structures. The Admixture Systems business the right to make any changes according to technological provides advanced products, solutions and expertise that progress or further developments. The Purchaser of the improve durability, water resistance, energy efficiency, Product(s) must test the product(s) for suitability for the safety, sustainability and aesthetics of concrete structures, intended application and purpose before proceeding with a above and below ground, helping customers to achieve full application of the product(s).Performance of the product reduced operating costs,improved efficiency and enhanced described herein should be verified by testing and carried finished products. out by qualified experts. O IYIBCC Group m 10/20 o DAT-0083 ®registered trademark of a MBCC Group member in many countries of the world Master Builders Solutions Master Builders Solutions US LLC Master Builders Solutions Canada,Inc. 23700 Chagrin Boulevard 1800 Clark Boulevard Cleveland,Ohio 44122-5544 Brampton,Ontario L8T 4M7 www.master-builders-solutions.com/en-us USA D 800-628-9990 CANADA 0 289-360-1300 page 2 of 2 DAT-0083 MasterPozzolith 80 avid 2 0 102120 5:13 AM Qualified Product List https://wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product nb=2007045... ca Washington State March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction Chemicals,. Inc.) - Cleveland, OH Product Name: MasterGlenium 7500 Standard Spec : 9-23.6(7), Concrete Admixture - Type F - Water-Reducing, High Range Admixtures Product Description : Liquid high range water reducing admixture for concrete: Type F 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: 1 of 1 3/21/2022,4:54 PM 3 03 30 00 Cast-in-Place Concrete MASTER® 03 40 00 Precast Concrete » GUILDER S . •.. ........ ..: 4 03 70 00 Mass Concrete SOLUTIONS ` 04 05 16 Masonry Grouting MasterGlenium® 7500- Full-Range Water-Reducing Admixture Description Features MasterGlenium 7500 full- MasterGlenium 7500 full-range water-reducing admixture is based on the next generation range water-reducing of polycarboxylate technology found in all of the MasterGlenium 7000 series products.This admixture is very effective technology combines state-of-the-art molecular engineering with a precise understanding in producing concrete . of regional cements to provide specific and exceptional value to all phases of the concrete . mixtures with different construction process. levels of workability ■ Dosage flexibility for normal,mid-range and high-range applications including applications'that require self-consolidating , ■ Excellent early strength development concrete(SCC). ■ Controls setting characteristics MasterGlenium 7500 • Optimizes slump retention/setting relationship admixture meets ASTM C 494/C 494M compliance I ■ Consistent air entrainment requirements for Type- A,water-reducing,'and Benefits ;Type F,high-range wafer • ■ Faster turnover of forms due to accelerated early strength development reducing,admixtures.. ■ Reduces finishing labor costs due to optimized set times Applications • Use in fast track construction • Recommended for.use in: ■ Minimizes the need for slump adjustments at the jobsite • Concrete with varying. ■ Less jobsite QC support required - water reduction • Fewer rejected loads requirements(5-40%) - • Optimizes concrete mixture costs • Concrete where control of workability and setting Performance Characteristics time is-critical Concrete where high Concrete produced with MasterGlenium 7500 admixture achieves significantly higher flowability,,increased early age strength than first generation polycarboxylate high-range water-reducing stability,high-early and admixtures. MasterGlenium 7500 admixture also strikes the perfect balance between ultimate strengths,and workability retention and setting characteristics in order to provide efficiency in placing improved durability,are I and finishing concrete.The dosage flexibility of MasterGlenium 7500 allows it to be used needed as a normal, mid-range,and high-range water reducer. • Producing self- consolidating concrete (SCC) • Strength-on-demand concrete,such as 4x4TM ConcreteAbrand of MBCC GROUP • Pervious concrete page 1 of 3 • • DAT-0231 MasterGlenium 7500.indd 1 \� • 11/14/20 3:59 AM • MasterGlenium 7500 Technical Data Sheet Guidelines for Use Storage and Handling Dosage: MasterGlenium 7500 admixture has a recommended Storage Temperature:MasterGlenium 7500 admixture must be dosage range of 2-15 fl oz/cwt (130-975 mU100 kg) stored at temperatures above 40°F(5°C).If MasterGlenium of cementitious materials. For most mid- to high-range 7500 admixture freezes,thaw and reconstitute by mechanical applications, dosages in the range of 5-8 fl oz/cwt(325-520 agitation. mU100 kg) will provide excellent performance. For high Shelf Life: MasterGlenium 7500 admixture has a minimum performance and producing self-consolidating concrete shelf life of 9 months. Depending on storage conditions,the mixtures, dosages of up to 12 fl oz/cwt (780 mU100 kg) of shelf life may be greater than stated. Please contact your cementitious materials can be utilized. Because of variations local sales representative regarding suitability for use and in concrete materials,jobsite conditions and/or applications, dosage recommendations if the shelf life of MasterGlenium dosages outside of the recommended range may be required. 7500 admixture has been exceeded. In such cases,contact your local sales representative. Mixing: MasterGlenium 7500 admixture can be added with Packaging the initial batch water or as a delayed addition. However, MasterGlenium 7500 admixture is supplied in 55 gal(208 L) optimum water reduction is generally obtained with a drums,275 gal(1040 L)totes and by bulk delivery. delayed addition. Product Notes Related Documents Corrosivity - Non-Chloride, Non-Corrosive: MasterGlenium Safety Data Sheets: MasterGlenium 7500 admixture 7500 admixture will neither initiate nor promote corrosion of reinforcing steel embedded in concrete,prestressing steel or Additional Information of galvanized steel floor and roof systems. Neither calcium For additional information on MasterGlenium 7500 admixture chloride nor other chloride-based ingredients are used in the or on its use in developing concrete mixtures with special manufacture of MasterGlenium 7500 admixture. performance characteristics, contact your local sales Compatibility: MasterGlenium 7500 admixture is compatible representative. with most admixtures used in the production of quality concrete,including normal,mid-range and high-range water- Master Builders Solutions, a brand of MBCC Group,is a reducing admixtures,air-entrainers,accelerators, retarders, global leader of innovative chemistry systems and formula- extended set control admixtures, corrosion inhibitors, and (ions for construction,maintenance,repair and restoration shrinkage reducers. of structures. The Admixture Systems business provides Do not use MasterGlenium 7500 admixture with admixtures advanced products, solutions and expertise that improve containing beta-naphthalene sulfonate.Erratic behaviors in slump, durability, water resistance,energy efficiency,safety, workability retention and pumpability may be experienced. sustainability and aesthetics of concrete structures, above and below ground,helping customers to achieve reduced operating costs,improved efficiency and enhanced finished products. Utilizing worldwide resources,the Master Builders Solu- tions community of experts are passionate about providing solutions to challenges within all stages of construction, as well as the life cycle of a structure. At Master Builders Solutions we create sustainable solutions for construction around the globe. Master Builders Solutions www.master-builders-solutions.com/en-us page 2 of 3 DAT-0231 MasterGlenium 7500.indd 2 0 11/14/20 3:59 AM W MasterGlenium 7500 Technical Data Sheet Limited Warranty Notice Master Builders Solutions warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. MASTER BUILDERS SOLUTIONS MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH 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 Master Builders Solutions. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. MASTER BUILDERS SOLUTIONS WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. /3 Purchaser must determine the suitability of the products for the y intended use and assumes all risks and liabilities in connection therewith.This information and all further technical advice are based on Master Builders Solutions' present knowledge and experience. However, Master Builders Solutions 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.Master Builders Solutions 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 afull application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF ©MBCC Group©10/20 o DAT-0231 NSF/ANSI ®registered trademark of a Group member In many countries of the world Master Builders Solutions Master Builders Solutions US LLC Master Builders Solutions Canada,Inc. 23700 Chagrin Boulevard 1800 Clark Boulevard Cleveland,Ohio 44122-5544 Brampton,Ontario L6T 4M7 www.master-builders-solutions.comlen-us USA a 800-628-9990 CANADA 0 289-360-1300 page 3 of 3 • DAT-0231 MasterGlenium 7500.indd 3 try 11/14/20 3:59 AM Qualified Product List https://wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product na=199370... 0,Washington State March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: - s 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 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 : Nov 27, 2013 To be completed by the field inspector: Quantity: Verified By: Date: 1 of 1 3/21/2022,4:52 PM "I • 03 30 00 Cast-in-Place Concrete MASTER O 3 03 40 00 ' Precast Concrete > BUILDERS 03 70 00 Mass Concrete SOLUTIONS MasterAir®. AE 90 Air-Entraining Admixture ' Description Features MasterAirAE 90 air- • Ready-to-use in the proper concentration for rapid,accurate dispensing entraining admixture is for ••use in concrete mixtures-. It 1 Benefits • meets the requirements of •..ASTM C'260,AASHTO M ' Improved resistance to damage from cyclic freezing and thawing i 154 and CRD-C'13'. ■ Improved resistance to scaling from deicing salts • Improved plasticity and workability Applications. j • Reduced permeability—increased watertightness • Recommended for use in: • Reduced segregation and bleeding • Concrete exposed -I% es.to cyclic freezing { { Performance Characteristics and thawing Concrete-durability research has established that the best protection for concrete from the • Production-of high- adverse effects of freezing and thawing cycles and deicing salts results from: proper air quality normal or - content in the hardened concrete, a suitable air-void system in terms of bubble size and • • lightweight concrete spacing,and adequate concrete strength,assuming the use of sound aggregates and proper (heavyweight concrete , mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAirAE 90 normally does.not ' I admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned contain entrained air) 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 - " . ' i 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. • • A brand of MBCC GROUP . . _ page 1 of 3 DAT-0013 MasterAir AE 90.indd 1 ' 09/1020 1:51 AM 00 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 (PCA R&D Serial No. 2789), it was reported that problematic needed for a given air content of concrete varies because air-void clustering that can potentially lead to above normal of differences in concrete-making materials and ambient decreases in strength was found to coincide with late additions conditions.Typical factors that might influence the amount of air of water to air-entrained concretes. Late additions of water entrained include: temperature, cementitious materials, sand include the conventional practice of holding back water during gradation, sand-aggregate ratio, mixture proportions, slump, hatching for addition at the jobsite.Therefore, caution should means of conveying and placement,consolidation and finishing be exercised with delayed additions of water to air-entrained technique.The amount of MasterAirAE 90 admixture used will concrete. Furthermore, an air content check should be depend upon the amount of entrained air required under actual performed after post batching addition of any other materials to job conditions.In a trial mixture,use 0.25 to 4 fl oz/cwt(16-260 an air-entrained concrete mixture. mU100 kg)of cementitious material. Measure the air content of the trial mixture,and,if needed, either increase or decrease Product Notes the quantity of MasterAirAE 90 admixture to obtain the desired air content. Corrosivity - Non-Chloride, Non-Corrosive: MasterAir AE 90 admixture will neither initiate nor promote corrosion of In mixtures containing water-reducing or set-control admixtures, reinforcing and prestressing steel embedded in concrete,or of the amount of MasterAir AE 90 admixture needed may be galvanized floor and roof systems.No calcium chloride or other somewhat less than the amount required in plain concrete. chloride-based ingredients are used in the manufacture of this Due to possible changes in the factors that can affect the dosage admixture. of MasterAir AE 90 admixture, frequent air content checks Compatibility: MasterAir AE 90 admixture may be used in should be made during the course of the work.Adjustments combination with any Master Builders Solutions admixture, to the dosage should be based on the amount of entrained air unless stated otherwise on the data sheet for the other product. required in the mixture at the point of placement. When used in conjunction with other admixtures,each admixture If an unusually high or low dosage of MasterAirAE 90 admixture must be dispensed separately into the concrete mixture. is required to obtain the desired air content,consult your local sales representative. In such cases, it may be necessary to Storage and Handling determine that, in addition to a proper air content in the fresh Storage Temperature: MasterAir AE 90 admixture should concrete,a suitable air-void system is achieved in the hardened be stored and dispensed at 31 °F (-0.5 °C) or higher. concrete. Although freezing does not harm this product, precautions Dispensing and Mixing: Add MasterAir AE 90 admixture to the should be taken to protect it from freezing. If MasterAir concrete mixture using a dispenser designed for air-entraining AE 90 admixture freezes, thaw at 35 °F (2 °C) or above admixtures,or add manually using a suitable measuring device and completely reconstitute 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, consistent performance, the air-entraining life of 18 months. Depending on storage conditions, the shelf admixture should be dispensed on damp, fine aggregate. If life may be greater than stated. Please contact your local the concrete mixture contains fine lightweight aggregate,field sales representative regarding suitability for use and dosage evaluations should be conducted to determine the best method recommendations if the shelf life of MasterAir AE 90 admixture to dispense the air-entraining admixture. has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. 0 Master Builders Solutions www.master-builders-solutions.comlen-us page 2 of 3 DAT-0013 MasterAir AE 90.indd 2 �J 09/1020 1:51 AM MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAirAE 90 admixture is supplied in 55 gal(208 L)drums, Master Builders Solutions warrants this product to be free from 275 gal(1040 L)totes and by bulk delivery. manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within Related Documents shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. Safety Data Sheets:MasterAirAE 90 admixture MASTER BUILDERS SOLUTIONS MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, Additional Information INCLUDING WARRANTIES OF MERCHANTABILITY OR For additional information on MasterAirAE 90 admixture,or its FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT use in developing a concrete mixture with special performance TO ITS PRODUCTS. The sole and exclusive remedy of characteristics,contact your local sales representative. Purchaser for any claim concerning this product, including but Master Builders Solutions, a brand of MBCC Group, not limited to, claims alleging breach of warranty, negligence, is a global leader of innovative chemistry systems and strict liability or otherwise, is shipment to purchaser of product formulations for construction, maintenance, repair and equal to the amount of product that fails to meet this warranty restoration of structures. The Admixture Systems business or refund of the original purchase price of product that fails provides advanced products, solutions and expertise that to meet this warranty, at the sole option of Master Builders improve durability, water resistance, energy efficiency, Solutions.Any claims concerning this product must be received safety, sustainability and aesthetics of concrete structures, in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by above and below ground, helping customers to achieve reduced operating costs, improved efficiency and enhanced Purchaser. MASTER BUILDERS SOLUTIONS WILL NOT finished products. BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR Utilizing worldwide resources, the Master Builders Solutions PUNITIVE DAMAGES OF ANY KIND. community of experts are passionate about providing Purchaser must determine the suitability of the products for the solutions to challenges within all stages of construction, intended use and assumes all risks and liabilities in connection as well as the life cycle of a structure. At Master Builders therewith.This information and all further technical advice are Solutions we create sustainable solutions for construction based on Master Builders Solutions' present knowledge and around the globe. experience. However, Master Builders Solutions 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. Master Builders Solutions 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. NSF �MBCC Group 10/20 'DAT-0013 =er ®registered trademark of a MBCC Group member in many countries of the world Master Builders Solutions Master Builders Solutions US LLC Master Builders Solutions Canada,Inc. 23700 Chagrin Boulevard 1800 Clark Boulevard Cleveland,Ohio 44122-5544 Brampton,Ontario L6T 4M7 www.master-builders-solutions.com/en-us USA 800-628-9990 CANADA r 289-360-1300 page 3 of 3 DAT-0013 MasterAir AE 90 mid 3 ( 0B/1020 1:51 AM National Ready Mixed Concrete Association I Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Seattle Plant 54, Seattle, 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 ttolle.Sy tow._.4.94 re '. ?� Signature of Licensed Professional Engineer 1f, 3i +r4,. October 20, 2021 January 13, 2024 -<J :4(I Inspection Date Certification Expiration Date fONAt tA44 This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. "/l J .milvi L � natu�e.6ff C9rfipany Official Title of Company Of6cial 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 requirements 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#:802240 Certification ID#:28228 © 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 Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Bellevue Plant 53, Bellevue, 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 Truck Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Q.8ry ed:w t Signature of Licensed Professional Engineer 9FQ 41415 Rio �� October 21, 2021 January 13, 2024 'AL Inspection Date Certification Expiration Date This company will matntatn these facilities in compliance with the Check List requirements and will correct:promptly any deficiencies.which develop. i e o ompany 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 misuse of this certificate may result in legal action. Plant ID#: 801732 Certification ID#:28225 © 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 Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Issaquah Plant 51, Issaquah, 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 Botching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures oxiel©.sit f vi4-1144,,A • r .ettA �Ts' Signature of Licensed Professional Engineer ,9FQ/6?E11� 4� r8 ,�. October 04, 2021 October 04, 2023 • • 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. afore pany 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 requirements 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#: 801733 Certification ID#:28226 © 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 Redmond Plant 50, Redmond, 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 0.8y o‘eikt, wr ADLA- _J-> . <,_- _,,,-,. Ofati & Signature of Licensed Professional Engineer / 9 ilr4is October 20, 2021 January 13, 2024 doe��-:.?u, .#�� Inspection Date Certification Expiration Date OM L This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. ,(U /ter'F't /9;en.t&�//./77 /P .,e--' Signa a of ompany 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 misuse of this certificate may result in legal action. Plant ID#: 802241 Certification ID#:28227 © 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 Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Sky River Plant 30, Monroe, 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 0 a„_dF w, .714.: 43" Signature of Licensed Professional Engineer ° 'o EITEW � October 04, 2021 October 30, 2023 irstoti o. ' 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. J /691-PA. 6PJ.1Plt'. ( r(G (J,-"Si at of.. ompany Official Title of Company 011ie. 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,OC3.Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#: 801731 Certification ID#:28222 U 1965,1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250• Alexandria•Virginia 22314 I National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NRMCATHIS 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 _Okla sift !r+:;� Signature of Licensed Professional Engineer ki Is t1116 h., ►E° October 04, 2021 November 09, 2023 9g -' 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. �� - ��- frIgnat "of mpany Official Title of Compau4 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 misuse of this certificate may result in legal action. Plant ID#:803069 Certification ID#:28223 C- 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 q Tr Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Smith Island Plant 34, Everett, 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 Truck Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures 7, -..,, 42L) ,Y . SIA____I • c,io . Signature of Licensed Professional Engi • A 9 1,418 r ,%. `"�VAtoow�a��t February 24, 2021 April 02, 2023 E� 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. 7,i = /2/ram) .c( !— Si tore ompany Official Title of C ipany Official NOTIC .. he 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#: 802362 Certification ID#:27346 © 1965, 1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Canter Plaza,Suite 250•Alexandria •Virginia 22314 Aggregate'Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=CA&p... WSDOT MATERIALS LAB 03/21/2022 Aggregate Source Approval Report Owner: Construction Aggregates Ltd. Aggregate Source: PS-CA-7V Lessee: Lehigh Materials Ltd. Known as: Sechelt Pt Located in: Lot 288,Sechelt IR 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:0.68 Apparent Sp.G.: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 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: 12/12/2019 Expiration Date: 12/12/2024 ASR-14 Day:0.16 ASR-One Year: CCA Absorption: CCA Sp.G: Deg: FCA Absorption:0.87 FCAOrganics:1 FCASp.G:2.666 LA: Remarks: Currently approved for: J Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Coarse Concrete Aggregates Riprap,Quarry Spells,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 3/21/2022, 11:25 AM Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=X&jai... WSDOT MATERIALS LAB 03/21/2022 Aggregate Source Approval Report Owner: Manke Family Resouces Aggregate Source: PS-X-125 Lessee: Known as: Manke Pit Located in: N1/2 LYING EAST OF RAILROAD Section 9 T2ON 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 Bulk Sp.G.(SSD):2.765 Bulk Sp.G.:2.742 Deg:51 LA:14 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: 10/11/2019 Expiration Date: 10/11/2024 ASR-14 Day:0.35 ASR-One Year:0.026 CCA Absorption:0.9 CCA Sp.G:2.764 Deg:61 FCAAbsorption:1.56 FCAOrganics:2 FCASp.G:2.701 LA:14 Remarks: 1-Year ASR results expire 9/17/2025. Currently approved for: Coarse Concrete Aggregates dFine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap,Quarry Spalls,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 3/21/2022, 11:26 AM Aggregate!Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pi... WSDOT MATERIALS LAB 03/21/2022 Aggregate Source Approval Report • Owner: Lakeside Industries Aggregate Source: PS-A-189V Lessee: Known as: Issaquah Pit Located in: N1/2 NW1/4 Section 27 724N R6E County: King Remarks: Mineral Agg.and Surfacing: Test Date: 01/10/2019 Expiration Date: 01/10/2024 Absorption:0.98 Apparent Sp.G.:2.843 Bulk Sp.G.(SSD):2.793 Bulk Sp.G.:2.766 Deg:76 LA:14 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: 01/23/2019 Expiration Date: 01/23/2024 ASR-14 Day:0.36 ASR-One Year. CCA Absorption:0.91 CCA Sp.G:2.703 Deg:77 FCA Absorption:1.77 FCAOrganics:2 FCASp.G:2.651 LA:13 Remarks: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates 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: Riprap,Quarry Spalts,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: 1 of 3 3/21/2022, 11:28 AM Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A4i... WSDOT MATERIALS LAB 03/21/2022 Aggregate Source Approval Report Owner: Cadman,Inc. Aggregate Source: PS-A-460V Lessee: Known as: Old Weyerhaeuser Site in North Bend 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 MineralAgg.and Surfacing: Test Date: 03/01/2019 Expiration.Date: 03/01/2024 Absorption:0.87 Apparent Sp.G.:2.795 Bulk Sp.G.(SSD):2.752 Bulk Sp.G.:2.729 Deg:57 LA:13 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: 03/21/2019 Expiration Date: 03/21/2024 ASR-14 Day:0.34 ASR-One Year:0.019 CCA Absorption:1.07 CCA Sp.G:2.711 Deg:37 FCA Absorption:1.81 FCA Organics:1 FCA Sp.G:2.648 LA:12 Remarks: Concrete Aggregates processed and stockpiled at PS-A-510 per NWR RME-ZK//1-Year ASR results dated 01/28/2020 will expire 01/28/2025 Currently approved for: Coarse Concrete Aggregates JFine Concrete Aggregates 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: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: 1 of 2 3/21/2022, 11:28 AM AggregatetSource Approval-Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=D&pi... WSDOT MATERIALS LAB o3/21/2022 Aggregate Source Approval Report Owner: Longview Fibre Co. Aggregate Source: PS-D-351✓ Lessee: Cadman Inc. Known as: Longview Pit Located in: NE 1/4 NE 1/4 Section 15 T27N R9E County: Snohomish Remarks: Mineral Agg.and Surfacing: Test Date: 09/16/2020 Expiration Date: 09/16/2025 Absorption:0.79 Apparent Sp.G.:2.742 Bulk Sp.G.(SSD):2.706 Bulk Sp.G.:2.684 Deg:70 LA:18 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: 10/08/2020 Expiratlo n Date: 10/08/2025 ASR-14 Day:0.34 ASR-One Year:0.03 CCA Absorption:0.83 CCA Sp.G:2.702 Deg:53 FCA Absorption:1.21 FCAOrganics:1 FCASp.G:2.659 LA:16 Remarks: 1-Year ASR results expire on 09/01/2026 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 Spalls,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 3/21/2022, 11:28 AM Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prrfix=B8upi... WSDOT MATERIALS LAB 03/21/2022 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:0.026 CCA Absorption:0.82 CCA Sp.G:2.701 Deg:61 FCA Absorption:1.48 FCAOrganics:1 FCASp.G:2.668 LA:11 Remarks: 1-Year ASR Results Expire 2/11/2026 Currently approved for: VCoarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap,Quarry Spalls,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 3/21/2022, 11:29 AM Aggregate'Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=D&pi... WSDOT MATERIALS LAB 03/21/2022 Aggregate Source Approval Report Owner: Cadman,Inc. 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 Agg.and Surfacing: Test Date: 03/21/2014 Expiration Date: 03/21/2019 Absorption:0.62 Apparent Sp.G.:2.768 Bulk Sp.G.(SSD):2.738 Bulk Sp.G.:2.721 Deg:78 LA:10 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 Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A Maintenance Rock Permeable Ballast Aggregates for Concrete: Test Date: 07/02/2021 Expiration Date: 07/02/2026 ASR-14 Day:0.37 ASR-One Year:0.04 CCA Absorption:0.89 CCA Sp.G:2.747 Deg:77 FCA Absorption:1.69 FCA Organics:1 FCA Sp.G:2.641 LA:11 Remarks: 1-Year ASR results expire 04/02/2024 Currently approved for: VCoarse Concrete Aggregates VFine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap,Quarry Spalls,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 Spalls Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 07/02/2021 Expiration Date: 07/02/2026 1 of 2 3/21/2022, 11:29 AM .tom V7Washington State 4; Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 317/2022 Section/Title of Project County Duvall Ave NE Improvements King. Contractor Subcontractor Reed Trucking & Excavating, Inc. Concrete Services. Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Onl submittal it may be returned for information that was omitted. Y For assistance In completing,see Instructions and Example RAM# Bld Material or Name and Location of Fabricator, Specification PEJQPL HdgtrJOPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-73 04C3A Miles Sand& Gravel 10 A-r2 A.74-77 0442A Miles Sand & Gravel 2 A-a2434 Cement Type I/I I Ash Grove Seattle 9-01 2525' Fly Ash-Type GU & i-ii Ash Grove 9-23.9 'I 0 Air EntrainmentMaster Air AE90 Master Builders 9-23.6(1) 2250 Water Reducer Type A Master Poiyheed 9S7 Master Builders 9-23.6(2) 2250 Course/Fine Aggregates PS-B-329 Canyon Road ASA Project Engineer. - Date State Materials Engineer 'Date 3/2112022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Repoit for samples of materials to be incorporated into project —..tance 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 E]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 Materiats_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. 0 Approval withheld: Please note Class 3000 mix not allowed. Provide Mix Design on WSDOT form 350-040. 11.Miscellaneous Acceptance Criteria. Specify use for fly ash. Remarks: Mfr. Cert. of'Compliance shall show cement mill test report number and.admixture product&dosage.Mix No.0442A approved for use on BI 42. Project Engineer Distribution State Materials Engineer Distribution 1 Contractor 0 Region Materials 0 General File ❑Signing Inspection ❑Region Operations Engineer ❑State Materials Lab ❑Other 0 Fabrication Inspection MIS 47365 DOT Form 350-071 EF Revised 1212012 Washington State ANIL �� Department of Transportation Concrete Mix Design Contractor Submitted By Date Concrete Services 3-7-2022 Concrete Supplier Plant Location Miles Sand&Gravel Pacific, Kent Contract Number Contract Name Duvall Ave NE-City of Renton This mix is to be used in the following Bid item No(s): A-42.A-74-77.A-82-84 Concrete Class: 4000 J Remarks Can be used for Commercial Class Concrete Please note Class 3000 mix not allowed. Provide complete , Mix Design for 04C3A on WSDOT form 350-040. Mix Design N0442A Plant No. 202.203 Cementitious Source Plant Materials 'type,Class or Grade Sp.Gr. Lbsfcy Cement AshGrove Seattle ASTM C 150 Type I/Il 3.15 564 V Fly Ash a jJ F El C Alkali% GGBFS(Slag)a .0100 ❑120 Concrete Admixtures Manufacturer Product Est Range (icy) Air Entrainment BASF MasterAir AE90 1-15 Water-Reducing Type A BASF MasterPolyheed.997 17-50 Water(Maximum) 246 Ibslcy Is any of the water Recycled or Reclaimed? ❑Yesd ®No Water Cementittous Ratio(Maximum) 0.44 J Mix Design Density(pcf).144.8 Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 5290 J Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) .031 J [Z Water Soluble ElAcid Soluble Agency Use Only(Check appropriate Box) ®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 forcorrections Reviewed By: 3/21/2022 PE Signature Date DOT Form 350-040 Distribution:Original- Contractor Revised 01/2020 Copies To-State Materials Lab-S►n cturaf Materials Eng.;Regional Materials Lab;Project Inspector Mix Design o. 04C3A) Plant No. 202.203 Aggregate Gradation ®AASHTO 0 Combined Nominal Maximum Size(In) Edit... Aggregates 1 1 ' 2 3 4 I 5 Total WSDOT Source No.b B-329 J I B-329. J Source Expiration Date b 06-2022 06-2023 - ASR Expansion(%)b❑14 Day m 1 Year b 0.02 0.02 ! . IsASR Mitigation Required? rNO NO Stock Pile Grading c 57 CLASS 2 Percent of Total Aggregate 0 Specific Gravity(SSD) 2,68 2.65 y Lbs/cy(ssd) '1860 d 1330 3190 Include Percent Passing for each aggregate component.Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100.00 1100.00 1-1/2 inch 11.00.00 j 100:00 100.00 1 inch 100.0o J j 1oo.00 100.00 3/4 inch 78.00 100.00 87.17 1/2 inch 30.00 1 100.00 59.18 3/8 inch 8.00 100.004 146.36 No.4 0.10 J 98.00 V 40.92 No.8 0.10 J 84.20 35.16. No.16 0.10 68.00 J 28.41 No.30 0:10 f 47.50 19.86 No.50 0.10 22.801 I - 9.56 No.100 '0.10 5.10 4 I 2.18 No.200 0.10 11.70 J 0.77 Fineness Modulus: 2.90 (Require 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 WSDOTASA 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.Spedficalion 9-0al. 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 1 . , I 74 1 OFFICE:n3.833.3705 • FAX:253.833.3746 •400 Valley Ave NE MILES Puyafftzp,WA 98172-'2516 SAND&GRAVEL Concrete Cylinder Report -•-• - CppereteW1D: 04C3A ACP 318 Parforinance Approval I 41 Seel.gliiiiifii4a0-t:,-:;:?'.-..;I Moclificatfon Factor 1.4)00 Alornber of Tem: MI . Standard Deviation.: 657 ,z : rz."- Average Ronge(PS1): 203 '' rrz:FC434. :-:%880j:,,411: Standard'Deyiation: 657 • :A kCi.06.4•72:8*;:*0tMA3tr';•T--.1 Coefficient of Varlatlan.v; 9.7% Within-Test Srd Dev(PS1): 180 I . Within-Test Coeff of Var. 2.7% Average 1.27 4.8% 64 0 4,220 5,320 Hatdr-to-Batch Sul Dev 03.50: 632 Aim:: 225 5.8% 79 0 ,5,120 6,740 Sateh-tar8atch Caeff of var. 9.4% Mia: 0.50 0.0% 0 0 3,270 4,320 Date Slump Air CT AT 7 Day 28 Day 1 03/27/20 1.50 5.0% 79 4,200 5,450 2 0.3/26/20 1.75 5.7% 62 3,880 4,960 3 03/22/20 1.00 5.8% 63 4,720 5,770 4 03/18/20 1.00 5.3% 59 5,120 6,740 5 01/23/20 1.50 5.5% 69 4,150 4,540 6 10/07/19 1.50 4.9% 69 3,410 5140 7 _ 04/07/19 1.00 4.0%. 4,960 5,850 ......... 8 04/06/19 1.00 4.5% 46 _ 4,700 6,330 9 04/06/19 1.00 4.5% 70 4,080 5,290 10 04/05/19 1.00 5.0% 65 4,640 5,920 ii 04/05/19 1.00 5,0% 68 5,070 6,020 12 12/23/18 2.00 4.5% 74 3,270 5,000 13 12/11/18 1.50 4.6% 74 4,220 4,770 /4 12/11/18 2.25 4.5% 75 3,990 4,5.40 15 11/13/18 1.00 5.5% 61 4,810 5,980 16 10/29/18 1.00 63_ 4,350. 5,070 ;7 09/11/18 1.00 4.8% 70 4,640 5,750 18 09/09/18 1.00 4.3% 79 3;500 4,370 19 08/25/18 1.25 5.5% 73 4,200 5,010 20 08/17/18 1.75 5.8% 60 3,640 4,590 21 08/05/18 1.50 4.8% 77 3,600 4,540 22 06/25/18 1.25 5.7% 53 3,800 4,870 23 06/23/18 1.00 5.2% 53 4,280 5,290 24 06/18/18 1.00 4.8% -60 4,870 6,220 25 05/19/18 1.25 5.5% 70 3,560 4,770 26 05/19/18 1.00 5.0% 58 5,090 6,270 27 04/16/18 2.00 5.1% 68 3,650 4320 28 03/10/18- 0.50 4.6% 66 3,850 5,050 29 03/10/18 0.75 4.1% 65 4,230 5,790 30 02/10/18 1.75 5.0% 64 4,210 5,260 Miles Sand & Gravel Company WMALMILES.H0CKS FA 0 BASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer I Plant: I Comments: Mix ID l Number: I 04C3A Application: I 1 AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT Pb!( yd') CONTENT CONTRIBUTION (%by Mass) (Ib1yd3) CEMENT 564. 0.0050 0.0282 FLY ASH 0 I 0.0010 SILICA FUME(RHEOMAC SF 100) SLAG CEMENT FINE AGGREGATE 1330 .0.007 0.0931 COARSE AGGREGATE#1 -.1880 0.0050• 0.0930 COARSE AGGREGATE#2 0 .0.0050 WATER 0 225 10 (ppm) 0.0023 CHLORIDE ION ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (Ib/yd3) AIR-ENTRAINER: IMB AE 90 I I 2200 I (il oz/cwt) 0.0007 ACCELERATOR I I I 1 (fl az/cwt) RETARDER: I I I (t ozlcwt) WATER REDUCER: I I (0 o,ILwl) MID-RANGE WR:. I I (fl oz/cwt) HIGH-RANGE WR: I __ (fl oz/cwt) WORKABILITY RETAINER: I I I (fl oz/cwt) VISCOSITY MODIFIER: I (fl oz/cwt) ASR INHIBITOR: I (gallyd3) CORROSION INHIBITOR: I I (gaI/yd3) SHRINKAGE REDUCER: I I I (gallyd') COLOR: I (Ib/cw t) WATERPROOFING: (Iblcwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd•) = 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.005 W-S CHLORIDE ION CONTENT(%of Cement) =I 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) =1 0.031 rJ I i W BASF 03 3D oo Cast-in-Place Concrete We create chemistry 3 0 Precast concrete 03 70 CO Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90* Description- { Features M1 htlasterAIrAE 9i7;a1r ;., • Ready-to-use in the proper concentration forrapid,accurate dispensing entraining auir odure sFµfor`- 'N use'in:c0nc ete:rr iixtures: It 1 Benefits meets:.tfierequlrerr�ent of. • Improved resistance to damage from cyclic freezing A;.��'fv1.C�26(fi4ASF '�QTNI: and thawing 1 ettd GRt7,=C183.' ■ Improved resist2utceto scaling from deicing salts ": -; % • Improved plasticity and workability Applications' -:. :{ ■ Reduced permeability—increased watertightness Recommended for use in t • Reduced-segregation and bleeding �`Concrete-'eotpised i`::. ,,t6 lic"fieez n = r't g .' Performance Characteristics Concrete durability research has established that the best protection for concrete from the -■1Pirodiidtfoti:ofhigh quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air ' noimat;or iig1 tweigtitF:• `� content in the hardened concrete, a suitable air-void system in terms of bubble size and cans retie, eaGWekih't,_` ": spacing,and adequate concrete strength~assuming the use of sound aggregates and proper cortprete'noimalijr;d'nes -:: mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAirAE 90 t%atcoritaFiitraine `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 i than 1.5%,the cause should be determined and corrected through equipment calibration or • - by whatever process is deemed necessary. MASTERS >>BUILDERS SOLurmONS 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 (PCA 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 normal. in concrete-making materials and ambient condtions. Typical decreases in 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, oemerititious materials, sand gradation, sand- the conventional practice of holding back water during hatching aggregate ratio,mixture proportions,slump,means of conveying fer addition at the jobsite.Therefore,caution should be exercised and placement, consolidation and finishing technique. The with delayed additions of water to arr.-entrained concrete. amount of MasterAir AE 90 admixture used will depend upon Furthermore, an air content check should be performed alter the amount of entrained air required 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 mL1100 kg) concrete mature. of cementitious material. Measure the air content of the trial mixture,and,if needed, either increase or decrease the quantity Product Notes of MasterAir AE 90 admixture to obtain the desired air content. Corrosvvi ty — Non-Chloride, Non-Corrosive: MasterAir AE .90 In mixtures containing water-reducing or set-control admixtures, admixture will neither •initiate nor promote corrosion of the amount of MasterAir AE 90 admixture needed may be reinforcing and prestressing steel embedded in concrete, or somewhat less than the amount required in plain concrete. of galvanized floor 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: MasterAir AE 90 admixture may be used in Adjustments to the dosage should be based on the amount of combination with any BASF admixture,unless stated otherwise entrained air required in the mixture at the point of placement. on the data sheet for the other product.When used in conjunction If an unusually high or low dnage of MasterAir AE 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 in the fresh Storage and Handling concrete,a suitable air-void system is.achieved in the hardened Storage Temperature:MasterAirAE 90 admixture should be stored concrete. and dispensed at31°F(-0.5°C)or higher;Although freezing does Dispensing and Mixing:Add MasterAir AE 90 admixture to the not harm this product,precaujonsshould betaken toprotectitfrom concrete mixture using a dispenser designed for air-entraining freezing.if MasterAirAE 90 admixture freezes,thaw at:35°F(2°C) admixtures,or add manually using a suitable measuring device or,above and completety reconsMute by mild mechanicalagitation. 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,consistent performance,theair-entrainingadmixtune life of 18 months. Depending on storage conditions.the shelf should be dispensed on damp, fine.aggregate. If the concrete life 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 AiirrExtuti?j14l r www.rnaster-builders-satutions.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(208 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 es 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 WITH RESPECT For additional infommation 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 BASFrs'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 fails to meet this performance characteristics of specialty concrete used in warranty, at the sole option of BASF Any the ready-mixed„precast,manufactured concrete.products, claims concerning this product must be received in writing underground construction and paving markets. For over within one(1)year from the date of shipment and any claims not 10�0 years we have offered reliable products and innovative BA presented within that period are waived by Purchaser. technologies, and through the Master Builders Solutions BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, brand, we are connected globally with experts from many INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. fields to provide sustainable solutions for the construction 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 based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the ent 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. 'NSF) 'M0-49 90 I crn,ie MahlerAirAS 00 wider the'Paster Budd. Sekhone bald,effect-no kh'imrary 1,2014_ .�-/ aP_ASFC4rtsnfatlen2015a01R5BPnE-DAT-0010 w3i t. BASF Corporation 1S 23700 Chafyin B0k3esarti ISQO CUMdatiec:ird Sysier Oeksiard.0740^..1122-5544 Brarrptcn,£h t h1 LLT 017 www.master.-buifders•sorutions.bas,us Tot:60?62&99QJ a Fax;219 839-2821 Tel-833 87-5'6 a Fax:400 792-0651 page 3 of 3 Added by Engineer 0 Washington State Department at v�..�_...�.:.._ March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: 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 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 : Nov 27, 2013 To be completed by the field inspector: Quantity: Verified By: Date: Added by Engineer gWashington State Department of March 2l,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: + A Manufacturer: BASF Corporation (formerly BASF Construction Chemicals, Inc.) - 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 L R_.. - .... _. .- . .. ... . .. .. A�BORATORtES;1NC ° cry 400 Valley Ave N.E.Suite 102,Puyallup,WA 98372 Tel 0 253-383.877$l'Fax N 253-?7048232 websile:wwa.Uwacan MISC. LABORATORY TEST REPORT Gueir Miles Sand&Gravel. ':R TOAJE_., December 28,20211 PROJECT - - _. __. TITLE: REMER . PROJECT NL'M6ER.' 268 d06ASS NIA PRtiJE a i 4303 caNnaaC�ar� N/A a.°a. . m N/A C�uCT. tlu • LGRDERRO, .., N/A L0RGCRRO: . N/A Josaneft' 161A7ERIAL INFORMATION S- . ° . TESTiSF REauEsTE0ASTM C117,C123,C142,Wood Waste oaTE MATERIAL tkar,INEo- 12-09-2021 AASIITO Grading 'la'Washed) ''• _..TYPE #57( �CarwNEG+:Br• Client--Alex B_ saute Canyon Pit,B-329 >svolerrEnsv,; Client-Alex B. OF-SAMPLE c.r..131V sleER 21-1730 LOCATION' Stock Ile OF SUPPLY R ,Famuilien - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 %REQ. 2.0 max . WOOD I 0.00 %REC. 0.05 maxPARTICLES _WASTE COARSE FINE FINE AGGREGATE %REG. #200 SCREEN 0.3 %REG. 1.0 max SYE %LOSS %LOSS ANGULARITY SAND EQUNALENT %REQ. ORGANIC (REF.METHOD) - IMPURITIES %RI4' "-3'h" Miliall 111111 Light Weight Plaac , LOOSE UNIT Specific Gravity 2.0 0.0 2.0 maxWi:IGFiT1111:111111 3 w_3' Coal d.II.nku i r---^ VIIT:PER DEGRADATION %REG. CUIFT X REEL 3"-.2 W RODDED 2 W-1 W #a-aB FRACTURE FRACTURE SINGLE FACE DOUBLE FACE 116'-IV #8-#16 SIZE SIZE RESULT = 016 430 %REQ. MIMI %REa 3i9--#4 IIII #30- 0 111111 %REQ._ %REQ. j TOTAL TOTAL ATTERBERG LIMITS PLASTIC I T gag %REM. LA ABRASION •• LIQUID %REEL Grading: LIMIT(LL) PLASTICITY INDEX(PI) %REQ. %REQUIRED COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD 1 Apparent ( SSD Apparent OVEN DRY 1 I %:ABSORPTION I OVEN DRY %ABSORPTION Flat&Elongated! Ratio: I Flat: - ''RESI_LT16)1STATUS By Weight y, Elongated: By Pieces ® Flat&Elongated: , - ' Total: Requirement: , - EbIE4VED8"-"ROUffi6'v -• • LAB IMMARiiS .V,E LIPMENr6E14 1 2, 1•3, 14 I TECwllcu t B. Rowden%o ,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 ' • ' t - - - r i..-- :-: - _ _ 4$,. . 4 „� ONSTRU TI: N wTESTING-LA ORATORIES�Y ,.. 400 Valley Ave N.E.,Suite 102,Puyallup;WA 98372 Tel#253-3834778 I Fax#2E3.770.8232 websile:VA W Cttaaccrn MISC. LABORATORY TEST REPORT eaIENt Miles Sand&Gravel ",Epom;,txATE December 28,202T tacT -TITLEMISC.TESTING REPORT Nu a�� r see 266 NiA Anoiss ORQ1E0T 303 CONTRACTOR N/A ,t7,raesr;, a ixo.. .. NIA O0 IVJA n• rc NIA t+w, & ... , nAnrEwAt.,;lyFow+naalor�.: ::_ ':'.;< -�...- r TES7d5i - - aE eNsam'- ASTM C40,C117,C123,C142 09YA1,ED 12-49 2021 Re`' '' Cencrete Sand(Building Sand) '_ar,4ithaiii:"' Client-Alex B. Canyon Pit,8-329 - `souk;- -.416 1T.E©e,r:: Client-Alex orPspiA a aUa 21-1728 , 'dCn7e1a ' Stockpile ,-tp riqhiBEi : - i MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS If. FRIABLE ' 0.0 %REQ. 3,0 max ' yv D 'A REQ. COARSE FINE PARTICLES FINE AGGREGATE � w Rea COO SCREEN i 5 %REQ. Iffff 2_5 Max ax 9LD$ SIZE %LossANGULARITY SAND EQUIVALENT (REF.METHOD) f '' I IMPURITIES ORGANICPlate#1 %REG. #3 max 4"_3 Mt" Light Weight Pieces. f L Specific Gravity 2.0 0.0 %REQ. 1.0 max �OOSS UNIT WEIGHT %REQ. i 3,4"-3" (coal&lignite) WT.PER DEGRADATION %RM. CUlFT %Rea. 3"-2"A" RODDED TY 2 "-1'A" e4-MS FRACTURE FRACTURE (SINGLE FACE) (DOUBLE FACE) 1'��-'/+' #8-#16 SIZE RESULT SIZE RESULT % -3/11* #16-030 %REQ. %REQ. 31&"-#4 #30-#50 4. %REQ. J %REC. ` TOTAL TOTAL ATTERBERG LIMITS _, m Requirement: PLASTIC %REQ. LIINIT(PL} LA ABRASION uctulD I LIMIT jLL) % Grading Result PLASTICITY INDEX(PI) %REQ. %REQUIRED , COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD 1 Apparent I SSD I Apparent OVEN DRY %ABSORPTION OVEN DRY i %ABSORPTOn Flat 8 Elongated - Ratio: L Flat: :f ItE$IA;T(S)"STATUS : . By Weight o Elongated: By Pieces 0 Flat&Elongated: Total: _ S Requirement: .;'RES/1'4 lit( l,4-04 1104Y.'......1 ! - tiEMARKS =tau► iietrp':•sue#:r 12, 13, 14, 16 TECHNCIAR B.Rowdenho :'_ .0.'Pedersen_, REPORT'SHALL NOT SEE REPIZODUCED'EXCEPT IN FULL.YJITNOUT THE WRITTEN APPROVAL OF;COY'4ST.TESTING LAB,INC.REPORT PERTAINS ONLY TO-THE MATERIAL TESTED.'(Revised 0&242Q20) . . . Added by Engineer • 0 WSDOT MATERIALS LAB 03/21/2022 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,E3/6NE1/45E1/4 Section 24 T2ON R3E County: Pierce Remarks: Mineral Ago.and Surfacing: Test Date: 09/19/2019 Expiration Date: 09/19/2024 Absorptian:1.14 Apparent Sp.G.:2.746 Bulk Sp.G.(SSD):2.893 Bulk Sp:G.:2.663 Deg:66 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 CCAAbsorpfion:1.02 CCA Sp,G:2.69 Deg:72 FCA Absorption:2.04 FCA Organics:1 FCA Sp.G:2.641 LA:11 Remarks: 1-Year ASR Results expire 05/28/2024-ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggrogates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary. Riprap,Quarry Spells,Rock for Rock.Wali,Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Added by Engineer Remarks:. NOT Approved for: Quarry Spells 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 Absorpfon:1 14 Apparent Sp.G_:2.746 Bulk Sp.G.(SSD):2.693 Bulk Sp.G.:2.663 Deg:66 IA:15 Remarks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 09/19/2019 Expiration Date::09/19/2024 Bulk Sp.G.(SSD):2.693 Deg:6B Lk 15 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 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 Wails 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) Added by Engineer 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 If/ t?epartrne nt afryTransportation WSDOT MATERIALS LAB 07/31/2018 Aggregate Source Approval Report Owner: Iles Sand and Gravel Aggregate Source: PS-13-329 Lessee: Known as: Miles Canyon R. d Pit Located in: /2SE1/4SE1/4,E3/8r4E1/4SE1/4 Section 24 T20Pd R3E County: Pierce Remarks: Mineral Agg.and Surfa g: Test bate: 11/07/2014 Expiration Date: 11/07/?u 19 Absorption:1.03 Apparent Sp.G.:2.751 Butk Sp.G.(SSD):2.703 elk Sp.G.:2.676 Deg:79 •11 Remarks: Currently approved as a source of aggr-*=te for: ATB Ba - a ST Crushed Covet Stone BST Crushed Screenings Crushed -effacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Ba li for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test t Date 06/20/2 u•8 Expiration Date:06/20/2023 ASR-14 Day:0.51 ASR-,One Year._0:02 CCA A ration:1.02 CCA Sp.G:269 Deg:72 FCA Absorption:2,04 FCA Organ. :1 FCA Sp:G:2e41 LA:11' Remarks: 1-Year ASR Results expire 08/0•.2019-ZIC Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be perry.. ed as necessary NOT approved for: • Riprap,Quarry Spell •ock for Rock Wall,Erosion and Scour Protection: Test Date: piration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G-: Deg: LA, Remarks: NOT Ap' oved for: Qua Spells Riprap Rock for Erosion and Scour Projection - for Rock Walls Stone 9-27.3(0) • Streambed Aggregates: Test Date:06/20/2018 Expiration Date: 06/20/2023 bsarption;1,02 Apparent Sp:G.:2.737 Bulk Sp.G.(SSD):2.69. Bulk Sp.G.:2.662. 72 LA:11 Rama s: Cbrrently A+.roved for: Streambed Ag. -gate_ Gravel Borrow for Str ural Earth Walls: Test Date:06/20/201B Expiration Date`06/20/2023 Bulk Sp,G,(SSD):2.69 Deg:72 LA:11 Remarks: Contact RME to •urine if Resistivity,pH,Chlorides.or Sulfates testing Is r•quired Currently Approved for: Gravel BOW"for Str Earth walls - ei Barrow For Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples b • Aggregate Sou • Approval is riot required. AGGREGATE MATERIALS NOT REQUIRING ASA AP••OVAL: 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 far 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 Barrow 9-03.14(3) Native Material for Trench Backfill 9.03.15 Foundation Material Class A and B 9-03.17 Foundation Material[lass C 9-03.18 Bank Run Gravel for Trench Backfill 9-0 9 National Ready Mixed Concrete Association VC Certificate of Conformance For Concrete Production Facilities C HRMI� ,. ._... , r 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 1c1Fs Ut,gip*WAS,y�N art. q ca r %. Signature ofLicaased Professional Engineer -.0_„ 44 (V January 21, 2021 April 18, 2023 0 9� s �'s� c?, tc;kl�-y4 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly an eficiencies whi h develop. g-e476 IA-, ')/Z____ 'V_ _. Hic Signature of Company Official Title of Cou ny Official NOTICE:The Check List iidkaEesonlytltatprent fames am satisfactory forte production of concrete%ten property combat Conformance of the concrete iself with speafoelinn requirements must be verified byrusual inspection methods in acourdancewith sales agieemants. This cart/kale Is issued by the Na5anel Ready Alined Calaek Assaciatan on verification that the production fealty conforms to the respiemorts Mite NRMCA Certliwtian of Ready Weed Caiage Prcduc5on Facilities,QC3.Unauthorized reproduction or misuse of Its eertfimte may result Missal action. Plant 1D#:801670 Certification ID#:27133 0 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 • te,(r Certificate of Conformance for Concrete Production Facilities NRMC_.. . ..... ., THIS IS TO CERTIFY THAT . Kent Plant 203, Kent, WA Miles Sand & Gravel Company has.been.inspected-by the:undersigned licensed professional engineer for c enfarnnance-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 Baatching and-Recordings of CementCementitiou.s 1lirraterials,Aggregate, Water,anti Chemical Admixtures. ro ct,�'7r ®r,3 ` —:° co ,k SiwtatutrofLicensedProfessional.Engineer ° 'nt, °$' January 19,2021 March l9, 2023 11'11k1 Inspect on Date certification Expiration Date This Company will maintain these facilities in compliance with tiler/seek List requirements and will correct.promptly " deficiencies Which develop. 74 Signature of Com Ofciai tY 'fide of Company Official NOTICE:The Check List ba3icanes only that plant Facilities we for the producton alumna0e when p ►iy operated,Caadert anew tithe Mutate Itself Ugh mscdcatios madame*nut be warted by usual lineation methods in azadancewilr salesegreementi This Wide*is'tweed ay the NationalReady Mixed ConcreteAssoclation on wa hcatlon that Me prude:lieaa faa/cwatadaasto the requirements dim NRMCA Cedifitarionof Reedy!hied Comets Preludeen Feoltes,Otri.Utrauthatlied rep t:ductal*misuse of this certificate may reitit in legal action. Plant II?#:86t81S • (edification ID#:26890 Cy 1.965,1992,2001,20 2,200G;2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 350•Alexandria•Virginia 22314 w • h ASH GROVE A CR11 COMPANY MITI Test Report Plant Seattle' Cement GU 81.11 Low Alkali Date 7-Jan,22 Production Period November 1;2021 •December 1,2021 - Certiticalion No. 2021-21 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Lumt Spec: Test Spec,Limit Spec. lest Item Type GU Limit Result Rem Type GU Limit Result Si02(;) A A 20.2 Air content of mortar(volume%) A 12 max 6 A1203(%) A 6.0 max 5.0 Maine fineness(m21kg) A 260 min 385 Fe203(%) A 6.0 max 3.4 %Passing 325 mesh 72 min° A 96.4 • Ce0(%) A A 63.9 Autoclave expansion(%) 1,0 max 0.80 max 0.09 Mg0(%) 5.0 mar 6.0 max 0.9 Compressive strength MPa(PSI) min: min: S03(%) 3.0 max; 3.0 max 2,6 1 Day A A 14.5(2110) Ignition loss{%) 3.9 maxF 3.5 max 2:7 3 Days 14.5 12.0 27.2(3950) Na20(%) " • A 0,25 7 Days 23.0 19.0 35.3(5120) K20(%) A A 038 28 Days 26.5 A 43.4(6300)e Insoluble residue(%) 1,5.max 1.5 max 0.36 Time o1 setting(minutes) CO2(%) A A 1.7 Vim Initial not less than 45 45 97 Limestone.(%) 5 max 5A'max 4.0 Final not more titan 375 375 189 CaCO3 in flmestone(%) ^ 70 min 98 Heat of hydration(cal;g) Inorganic processing addition(96) A 5.0 max 0.8 7 Days A A 89"Btl (Baghouse Dust) Potential phase composition(%)c C3S A A 51 G2S A A 19 G3A A 8 max 7 C4AF A A 10 C4AFt2(C3A) A A 25 "C3S+4.75(C3A) A A 86 OPTIONAL REQUIREMENTS ASTM C150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Ltmt Spec. Test Spec.Limn Spec., lest r Item Type GU Limit Result Item Type GU Limit Result Equivalent aikalles(%) A 0.60 max 0:50 False set(%) A 50 min 87 ANotapprcable. °Test result represents most recent value and is provided for information only. 'Adjusted perA1.6. °Fineness: 45pm sieve,maximum%retained,28. Emhe reported 28 Days are for the previous production period. r'An ignition loss 6f 3:5%maximum is allowed provided the cement at 550±25°C;show a loss In mass of no more.than 3.0%. ADDITIONAL DATA Inorganic Processing Addition Data Type Baghouse Oust. Amount(%) 0.8 51.02(%) 15.7 A1203(%) 8.4 Ee203(%) 1.6 Cat](%) 40.3 503(%) 0.6 Base Cement Phase Composition C3S{°%) 54 C2(%) 20 C3A(%) B C4AF(%) It We certify that the above described content,at the time all sh;finent,meats the chemical and physical requirements of the ASTM C15010154M•18 specification and the GSA A3001-13 Type GU specification. Signature: Title: Chief Chemist Eduard C.Rafacz • 3801 E Marginal Way S.Seattle,WA 9E134; Ph:(206)623-5596; Fax:(206)623.5355 Added by Engineer Ei Washington State Department of March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: 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 Concrete Mix Design Contractor Submitted.By Date Concrete Services 3-7-2022 Concrete Supplier I Plant Location Miles Sand&Gravel Pacific, Kent Contract Number Contract Name Duvall Ave NE-City of Renton This mix is to be used in the following Bid Item No(s): A t Eon, , Z�r� i�(i 111 sebi girt Concrete Class: 4000./ Remarks Can be used for Commercial Class Concrete Mix Design No. 0442A J Plant No. 202,203 Cement@tious Materials _ Source Plant Type,Class or Grade Sp.,Gr. Lbslcy Cement AshGrove Seattle ASTM C 150 Type fill 3.15 564 Fly Ash a ❑F C Alkali% GGBFS(Slag)' 100 JD 120 _ � c Concrete Admixtures j Manufacturer Product Est.Range (ozky) Air Entrainment BASF MasterAir AE90 I 1-15 J Water-Reducing Type A k BASF MasterPolyheed 997 117-50 Water(Maximum) 746 Ibalcy/ Is any of the water Recycled or Reclaimed? Q Yesd ©No Water Cementitious Ratio(Maximum) 0.44 V Mix Design Density(pcf) 144.8 Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 5290 Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 031 JW.Water Soluble Acid Soluble Agency Use Only(Check appropriate Box) [) 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: ' <` 3121/2022 PE Signature Date DOT Form 350-040 Distribution:Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab:Project Inspector Mix Design No. 0442A Plant No. 202,203 Aggregate Gradation ®AASHTO ❑Combined Nominal Maximum Size(In) Edit... Aggregates 1 2 J 3 4 5 ' Total WSDOT Source No.b 1B-329 1 B-329 J Source Expiration Date.b '06-2023 06-2023 ASR Expansion(%)b Q 14 Day Q 1 Year 0.02 0.02 Is ASR Mitigation Required? NO ND Stock Pile Grading c 57 CLASS 2 Percent of Total Aggregate 0 Specific Gravity(SSO) 2.68 2.65 I, Lbsfcy(ssd) 1860 11260 __ 3120 IInclude Percent Passing for each aggregate component.Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100,00 f ,100:00 1-1/2 inch 100.00 1 100.00 100.00 1 inch 100.00 l J 100.00 100.00 3f4 inch 78.00 100.00 86.88 •1!2 inch 30.00 J 100.00 --H58.27 3/8 inch 8.00 100.00 Nt45.15 No.4 0.1'0 V 98.00 . 39.64 No.8 0.10 84.20 34.06 No.16 0.10 68,00 1 27.52 No.30 0.10 47.50 319.24 No.50 0.10 22.80 sit 9.27 No:100 '0.1.0 5.10 6. `2.12 No.200 0.10 1.70 1 1 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 WSDOTASA 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 Materials Eng.;Regional Materials Lab;Project Inspector ' . I :4 1 OFFIC.E:253.533.37{35 FAX:253,833_3746 clOr,)Valley Ave NE MILESpuy34,„p.WP,96372-2516 SAND&GRAVEL Concrete CylindOr Report I.: ,,----,'.°'--•,.- cotidmrevofx: 0442A AC!318 Perfonvance Approval I Modification Foam 1.000 Number ofTests: 30 Standard Deviation: 636 Average Ronge(P51): 1711 ,„,-•:,.,rokt3144*141;1352--•.:: StondOirl Devfor1oh; 636 - :,:•--:_'-icif!-4-06). :47;;981:.... 1 -: Coefficient of Variation,V: 9.2% Within-Thst Std Rev(P51): 158 %/. 1 ‘4/ Within-Test Cocff.'of Var. 2.3% _ Average 4.82 4.7% 67 53 4,220 5,290 itatch-to-flotchSid Devlin* 616 • /Wax: i5.75 Z 0% 78 72 __ 5,420 6,890 8atch-to-Baidi QV.of Var. 8.9% MIR: 3.50 0.0% 59 37 2,890 4,060 Dale 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 i 03/05/21 4.50 5,396 65 .50 4,310 6,050 5. 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% 601 45 3,850 4,880 8 01/06/21 4.50 5_1% 61 45 5,170 5,990. 9 12/23/20 4.50 5.0% 63 41 3980 5,300 m 12/17/20 4.00 5.5% 59. 47 5,030 5,870- 11 11/23/20 430 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- 53 4,140 5,280 - 14 08/05/20 4.25 4.0% 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 4750. 4.5% 76 72 3,510 4,400 18 06/18/20 4.00 4.2% 72 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 21 06/04/20 4.00 5.3% 63 60 4,690 5,560 22 05/02/20 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 25 04/22/20 5.00 5.2% 67 52 4,930 6,090 26 04/20/20 3.50 64 52 4,970 5,590 27 02/17/20 5.00 66 43 4,690 5,830 28 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!Plant: I Comments: Mix ID/Number: 0442A Application: I AMOUNT CHLORIDE ION CHLORIDE ION: MIX INGREDIENT (Ibhrd') CONTENT CONTRIBUTION (%by Mass) (IblYd3) CEMENT 564: 0.0050 0.0282 FLY ASH 0 ' I 0.0010 I 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 . 0A050'. _' WATER 248. '10' . (ppm) 0.0025. • CHLORIDE ION 1 MIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (Iblyd3) • • R-ENTRAINER IMB AE 90 ( '0.75• I (fl oz/cwt) 0:0003 •CCELERATOR I (. (n ozlcwt) RETARDER: I l I (0 ozlcwt) WATER REDUCER: I I (fl ozlcwt) MID-RANGE WR: IPOLYHEED`997 ;6.0 I (fl oz/cwt) 0.0042 HIGH-RANGE WR: I (il oz/cwt) WORKABILITY RETAINER: ' (fl ozlowt) VISCOSITY MODIFIER: (fl ozlcwt) ASR INHIBITOR: .I (gallyd3) CORROSION INHIBITOR: (gallyd3) SHRINKAGE REDUCER: 1 J (gal/yd3) COLOR: I I (Iblrtiwt) WATERPROOFING: .. (Iblcwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Iblyd) = 0.217 CHLORIDE ION CONTENT(%of Concrete) ; 0.006 W-S CHLORIDE ION CONTENT(%of Cement) =I 0.031 I W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) =I 0.031 J 1 • • BASF 03 30 CO Cast-le-Place Concrete r) 034000 Precast Concrete We create chemistry 0 03 70 CO Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 904 Description Features II0-6*".kr..AE 90 ar " a Ready-to-use in the proper concentration for rapid, accurate dispensing enka Iriing'SidrniitereA )Ori..„ use inOncotesniXtiokl'," Benefits a Improved resistance to damage from cyclic freezing and thawing :154-•anaCRt)•=.611 , /-,., • Improved resistance to scaling from deicing salts ; • • • 111 Improved plasticity and workability Applications • Reduced permeability-increased watertightness i6pcinrriendedtbe.,e's-4,1rr-,;', a Reduced segregation and bleeding 4 Concrete exposed" • 19 401;01'.1394rigY Performance Characteristics and thawing Concrete durability rc-.,carch has established that the best protection for concrete from the a•ri.°94.0191!!..9.2=.2._._._;_f'n1W!.7-,L9.1-', V,_ adverse effects of freezing and thawing cycles and deicing salts results from: proper air '-•norerral;'0110r!FiKe:9ut;'''-' content in the hardened concrete, a suitable air-void system in terms of bubble size and cencietalheAiWeidi,it ; spacing,and adequate concrete strength;assuming the use of sound aggregates and proper concrete elo:71114!•40.94:,•.. mixing;transporting;placing,consokfatbn,finishing and curing techniques.MasterAir AE 90 not contain ofito.fieoq':, 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 fvlixed 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 SOLUTIONS MasterAir AE 90 Technical Data Sheet Guidelines for Use Precaution Dosa9e: There is no standard dosage ?Cr MasterAir AE 90 In a 2005 publication from the Portland Cement Association admixture.The exact quantity of air-entraining admixture.needed (PCA R&D Serial No. 2789), it was reported that problematic for a given air content of concrete varies because of differences air-void clustering that can potentially lead to above normal in concrete-making materials and ambient conditions. Typical decreases In strength was found to coincide with late additions of factors that might influence the anima-it 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 batching 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 air-entrained concrete. amount of MasterAir AE 90 admixture used will depend upon Furthermore, an air content check should be performed after the amount of entrained air required under actual job conditions. post-hatching addition of any other materials to an air-entrained in a trial mixture, use 0.25 to 4 ft oz/cvt.(16-260 mL/100'kg} concrete mixture. of cementitious material. Measure the air content of the trial mixture,and,if needed,either'increase or decrease the'quantity Product Notes of MasterAir AE 90 admixture to obtain the desired air content. Corrosivity — Non-Chloride, Non-Corrosive: MasterAir AE 90 In mixtures containing water-reducing or set-control admixtures, admixture will neither initiate nor 'promote .corrosion of the amount of MasterAir AE 90 admixture needed may be reinforcing,and prestressing steel embedded in concrete, or somewhat less than the amount required in plain concrete. of galvanized floor 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: MasterAir AE 90 admixture may be used in Adjustments to the dosage'should be based on the amount of combination with any BASF admixture, unless stated otherwise entrained,air required in the mixture at the point of placement. on the data sheetfor the other product.When used in conjunction If an unusually high or low dosage of'MesterAir AE 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. sates representative. in such cases, it may be necessary to determine that, in addition to a proper air content in the-fresh Storage and Handling concrete,a suitable air-void.system is achieved in the hardened concrete. Storage Temperature:MasterAirAE 90 admixture should be stored and dispensed at.31°F(-0.5°C)or higher.Although freezing does Dispensing and Mixing:Add MasterAir AE 90'admixture to the notharrnthisproduct,precautionsshouldbetakentoprotectitfrom concrete mixture using a dispenser designed for air-entraining freezing,if MasterAirAE 90 admixture freezes,thaw at 35-°F(2°C) admixtures,or add manually using a suitable measuring device orabove and completely reconstitute bymiidmechanicalagitation. 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 Foroptimum,consistentperformance,the air-entraining admixture life of 18 months. Depending on storage conditions,the shelf should be dispensed on darrip, fine.aggregate. If the concrete life may be greater than stated. Please contact your local mixture contains fine lightweight aggregate, field evaluations sales representative regarding suitabirity 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 (Uj7 nkhir&Sr413 ins www.master-buirders-solutions.basEas page 2 of 3 MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAii•AE 90 admixture is supplied in 55 gal(208 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 Additional Information OR INCLUDING WARRANTIES OFMERCFIANTABILITY OR FITNESS FORA PARTICULAR PURPOSE WITH RESPECT For additional information on MasterAir AE go 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 BASF'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 fails to meet this performance characteristics of specialty concrete used in warranty, at the sole option of BASF. My the ready-mixed,precast,manufactured concrete products,, claims concerning this product must be reoeived in writing underground construction and paving markets. For over within one(1)year from the date of shipment and any claims not 100 years we have offered reliable products and innovative BASF presented within that periodF WILL NOT BE RESPONSIBLE are wIBLE F are by Purchaser. ANY SPECIAL, technologies, and through the Master Builders Solutions S brand, we are connected globally with experts from many INCIDENTAL,CAMAG t JENTIAL(INCLUDING LOST PROFITS} fields to provide sustainable solutions for the construction OR PUNITIVE DAMAGES OF 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 based on BASF's present knowledge and experience,However. BASF assumes no liability for provicng 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. �NFS ;•A16=,4>:90 f3etattre!AastetA;rAs 40 anderlhe Master Bt+Irlam Sofulf=hrndd,apeelivo.L-rnwry 1.2014. 4.)P31$F Corporation 70151.0111S a FFi-O,W-0013 BASF Corporation Hama Canada nixlLTa SrtGrm 23noalawbriowt, It=CzMF3oalruard Cmweraie,Chia 44 1 22-5544 tampion,Qr0an0 LOT:P.i7 WV/W.master-builders-solutions.basf.us TeF:KO earl:-00 Fat:21t3 539-8E2 TOS003w7•"S62IIre :C*3ryz435a Page 3oi3 Added by Engineer 0 Washington State Department of March 21,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: 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 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 : Nov 27, 2013 To be completed by the field inspector: Quantity: Verified By: Date: 1:1 ■ BASF oa 30 00 cast-in-Place Concrete We create chemistry 3 0 ao CO i�recastConcrete 03 70 CO Mass Concrete MasterPolyheed1® 997 Mid-Range Water-Reducing Admixture Formerly PolyHeed 997" Descripttan "}_ ? Features MasterPolyheed 997 `. • - ■True mid-range water reduction(5-15%)and excellent performance across a wide slump admixture,is`a paced range,especially the-difficult slump range of 5-8 in.(125-200 mm) multi-component,°niel} : . Superior Workability,pum ablfi and flhishab1' rarige,water:recltioing.- p y p dy qualities even in concrete mixtures adniixtiire Masfei ciiyh'e%i `" containing•bw amounts of cementitious materials $97:adriiaxtu a meets? •'; i t Superior finishing characteristics for residential/commercial fretwork and formed surfaces ASTM C494C'494M`;' requrremerits'for=T�p A,:' Benefits wat r retluei ign a tdiTyp F,,.? s significantly reduced placement and finishing time resulting in lower in-place high-range water reducing,,:.4 concrete costs adinixtures: . or Higher strength et all ages Applications � a Enhanced concrete durability � , ... Recommended-foe use in':_ ' M increased service:life of concrete structures N;All concrete:apprrtfions.'' wliee supeior - Performance Characteristics workability puinpability`,,. Mixture Data:500 lb/yd'(295 kg/ms)of Type I cement slump 6-7 in.(150-180 mm);5-6%air; .aridfinisl at ifitycgualities, concrete temperature 70°F(21 °C);ambient temperature,70°F(21 °C). are desired; Setting lime Performance' flatUVork pwxiped -.concrete:and pervious initial Set Difference concrete.• Mixture (h•min) (h:niin) Coneiete`cOntaFniiag:,. ` • . Reference 6:01 _ mar ufactured;sand-.and = MasterPalyheed 997 admixture harsh concrete:mixtures : 5 fl ozlcwt(325 mU1 00 kg) 6:22 }(1:21 10 fl oz/cwt(650 mU100 kg) 6:57 +0:56 — 15 fl ozfcwt(980 mU100 kg) 7:31 +1:30 • 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, thaw at 35 °F (2 °C) or above and completely reconstitute Plain 2360{16.3) 3320(22.9) by mild mechanical agitation. Do not use pressurized air for MasterPolyheed 997 admixture© agitation. 5 0 oz/cwt(325 mU100 kg) 3060(21.1) 3930(27.1) Shelf Life: MasterPolyheed 997 admixture has a minimum 10 fl oz/cwt(650 mL/100 kg) 3740.(25.8) 4610(31.8) shelf life of 18 months.Depending on storage conditions,the 15 fl oi/cwt(980 mU100 kg) 4620(31.9) 5460(37,7) shelf life may be greater than stated.Please contact your local 'hate: The data shown are based crr contraled laboratory tests sales representative regarding suitability for use and dosage Reasonable varratkns from the results shown here may be experienced recommendations if the shelf life of MasterPolyheed 997 as a result of differences in concrete'making materials and jobsite admixture has been exceeded, conditions. Guidelines for Use Packaging Dosage; MasterPolyheed 997 admixture has a recommended MasterPolyheed 997 admixture is supplied in 55 gal pm L) dosage range of 3-15 ft oz./cwt (195-980 m11100 kg) of • drums,275 gal(1040 L)totes and by bulk detiuery cementitious material for most concrete mixes. Related Documents As the dosage of MasterPolyheed 997 admixture incre. es•to 15 fl oz/cwt(980 MLA Safety Data Sheets:MasterPolyheed 997 admixture kg)of cemen#itious materials,normal concrete setting characteristics are maintained and early and ultimate compressive strengths increase. Additional Information BASF does not recommend the use of dosages outside the For additional information on MasterPolyheed 997 admixture or itsuseindevelopingooncretematurtu+rith.specialperformanee recommended range without trial testing. Consult your local sales representative for assistance in determining the dosage cttaracterfstics,contact your local sales representative. for optimum performance. 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 Corroshrity — performance characteristics of specialty concrete used in Non-Chloride, Non-Corrosive: MasterPolyheed the ready-mixed,precast,manufactured concrete products, 997 admixture will neither Initiate nor promote corrosion of reinforcing or prestressing steel embedded in concrete, or underground construction and paving markets. For over of galvanized steel floor and roof systems. MasterPolyheed 100 years we have offered reliable products and innovative 997 admixture does not contain intentionally added calcium technologies, and through the Master Builders Solutions chloride or other chloride-based ingredients. brand, we are connected globally with experts from many fields to provide sustainable solutions for the construction Compatibility: MasterPolyt eed 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 page 2 of 3 ww.master-builders-sointions.bastus nv • MasterPolyheed 997 Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSEWITH 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 thiswarranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASE Any claims concerning this product must be received in writing within one(1)year from the date of shipment and.any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes ail risks and liabities 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 shag 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 Products) 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 vetted by testing and carried out by qualified experts.. Paiyt.eed 997 became l tastcrANYheed E47 unier Ilia Master 8,A prs Seulicr5s brand.elr clirc Jmuary 1,2E114_ IISF 0 BASF CorperriR m 2015 m 01115 a PRE•0.4x1XAi0 I nfs"1u.�n BASF Corporation Whit Slates Canada ACIfl1• lulr;�y3d rl r� 23•• Dtagin 5m1;•;ur1 180(I C brit 8aue.:me CYrtcllctC OM 44122•&!l44 Elsviva .Coati.)LOT 41.617 www.master-builders-solutions.bast.us T*Ett:0 e2E-39)a Fait:216 8?9•M1 T 1; :3e7 52r2 Q Fa:ou5 788-0851 page 3 of 3 Added by Engineer, 0 Washington State Department of March 21,.2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction ChemicalsL Inc..) - 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: w 'L _ �r f ' ^t r. is `'-i'�tl bS _ _ 400 Valley Ave N.E.,Suite 102.Puyallup,WA 98372 Tel If 253-383.778 i Fex a 253.770 e23Z weisate:Whrt cKwacern MISC. LABORATORY TEST REPORT cR? 7 . Miles Sand&Gravel , A T;pti.TE ° December 28,2021 PR OJECT TIT MISC_TESTING ES3� NtA NI}RAB 268 p CriaRACTCR.- cr 4303 N/A NLoo.O:r 6BR3cFNo, N/A "saR NIA o ;,daaaaai: _. . .. � . :_ -,.�.�� rain N/A NIA - _. , ,_:.: - - . �. < MATERIAL ItiF4RMATIflN°,:. :....r,k_.-;,_. t 1 _ TE57lsl:,r. REQvESTEO ASTM C117,C123,C142,Wood Waste , .l?A �rnr€tu+,L,:" --_ oervRasr� � 12-d9-2�021 rilr - . AASHTO Grading#57('A"Washed oormvnew• Client—Alex B. sodiace. Canyon Pit,B-329 ® saMa}E stint! rrFoer.' Client—AlexB_ R acnrxRN — LQg Nuu '. 21-1730 MISCELLANEOUS TESTS , SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0-0 %REG_ 2.0 max . 9L WODD 0.00 %REO 0,05 max PARTICLES WASTE COARSE FINE PINE AGGREGATE %REG. 200SCREEN 0.3 s REO, t0max ANGULARITY SIZE 96 L458 3¢E 45 LOSS SAND EQUIVALENT ' (REF.METHOD) REQ' IIIII IALPIPR{TIES ORGANio %REO. 4--3 ya 1.40 tWelgfitPlaces, LOOSE UNIT Specific Gravity20 0-0 %R o.. 2.0 max WEIGHT *f,"_3• _Scoot&nob) r%REQ. P _. _-_ - - DEGRADATION LI WT.PER RODDED DREG. 3"-2 " �� 2 —ilir #4-#8 FRACTURE FRACTURE (SINGLE FACE) (DOUBLE FACE) i14 °—'f< LI8.- 18 SIZE RESULT SIZE RESULT 3"-318" 016-#30 %t %REO. 3I8"-04 #30-#50 '4 REQ. %REI. TOTAL TOTAL f C ATTERBERG LIMITS PLASTIC Requirement: LIAttT.IPL) %.REG• 1 LA ABRASION LIQUID LIMIT ILL) Rr arJ GrtrdlnRl: ResulC PLAslICkfY INOEX(PI) K REQ. %REQUIRED COARSE AGGREGATE SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY SSD J ApparentSSO 1 OVEN DRY I I 96.ABSORPTION OVEN DRY � Apparent %ABSORPTION Flat'&Elongated Ratio: I Flat: I ESi)LT(s)"I STATUS, - B We) ht 0 By Pieces 17 Flat&Elongated: Total: Requirement LABd'+'d441,1 Ei aarr REMARKS i'a au,iiMElsrr:sE!# 2, 13, 14 TEcluncutx B. Rowdenjs I= . REPORT SHALL NOT BE REPRODUCED EXCEPT,IN FULL WiTtiPLITTHE WRITTEN APPROVAL OF,CONST.TESTING CAB,INC;REPORT PERTAINS ONLY TO'THE`MATERIAL TESTED.,(RevIsed 08-24>2020) 1 :CONSTRUCTION TESTING LAB •� C�RA�TURiES•. INC. C I L' 400 Valley Ave N.E.,Suite 102,Puyallup,WA 98372 Tel#253-383.8778/Fax 11.253-778.8232 wnbsite:wwrrclivra:cam MISC. LABORATORY TEST REPORT cuEwr Mites Sand&Gravel REPcRrDATE December 28,2021 PROJECT.O MISC.TESTING .+ Oar-, .R T N/A maim. 266 •CCN,I NSA _. PRa0 F•: 4303 -nas+n Kt, . NIA ,corm aci PtLRC E :O ERNO- NIA CRI:ERKt. i N/A JAR NIA ._ • '.MATERIAL;INFORMATION; REQUESTED ASTM C40,C117,C123,C142 ;•.6A MATERtAL Darnel. 12419-2021 TYPE--• Concrete Sand(Bulding Sand) •'Oel riwom Client—Alex B. souiact . Canyon Pit,B-329 OF sa>uPEE= •SUGMJTCED* Client—Alex B. LOCATION LA9J4UMBFR 21-1728 OF SUPPLY• StOCr pile r..` 1.D,WISER-� - CLAY LUMPS& MISCELLANEOUS TESTS _, SULFATE SOUNDNESS SODIUM FRIABLE 0.0 %REQ. 3.0 max - WOOD %REQ.PARTICLES WASTE COARSE FINE FINE AGGREGATE — ANGULARITY f %REQ. I 0200 SCREEN T.5 %REQ. 2.5 max size %ids me %Loss SAND EQUIVALENT • ORGANIC (REF.METHOD) y' IMPURITIES Plate#1 9 %REQ #3 max ,t.—3 . Light NPeigM Places 111 ` Specific Gravity 20 0.0 5L REQ. 1,0 max I LOOSE UNIT Laar&Evils) li wErcHr %ReQ 3, 'A" 3" WT.,PER ^g DEGRADATION S ReQ f JcurFT %REQ. 3"-2%h" ROODED 2W-1,WW, #4-#6 • FRACTURE FRACTURE ..�� (SINGLE FACE) (DOUBLE FACE) 1'/�"—'A" ar8 #16 • SIZE RESULT SIZE RESULT IA"_318" #18-#30 %REQ. d S REQ. 318"'-04 #30-#50 • %REQ. J P %REQ. TOTAL - TOTAL ATTERBERG LIMITS. Requirement: PLASTIC LIMIT(PL) %REQ. LA ABRASION LIQUID , LIMIT ILL) %REQ: Grading: Reisult PLASTICITY INDEX(PI) %REQ. %REQUIRED COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY SSD Apparent • SSD I Apparent OVEN DRY %ABSORPTION OVEN DRY { I %ABSORPTION Flat&Elongated -• - _ . Ratio: Flat: RESUCT(S)ISTATUS • By Weight Z Elongated: , By Pieces 0 Flat&Elongated: Total: - Requirement: LAB .- :0iliVYED EYIAP,PROvenBY' ;:. . REMARKS _ EJaUIPMENr SET rl. 2, 13, 14, 16 1 TECHNICIAN B. Rowden/5 :-. C.Pederseti 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 08.24-20201 i Added by Engineer 0 WSDOT MATERIALS LAB 03/21/2022 Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-329 Lessee: Known as: Miles Canyon Road-Pit Located in: Et/2SE1/45E1/4,E3f8 NE1/45E1/4 Section 24 T20N R3E County; Pierce 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-asource 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 Backkil 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 CCAAbsorpfon:1.02 CCA Sp.G;2.69 Deg:72 FCA Absorption.2.04 FCA Organics:1 FCA Sp.G:2.641 LA:11 Remarks: 1-Year ASR Results expire 05/28/2024-ZK 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 Rlprap,Quarry Spells,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: Added by Engineer • Remarks:. NOT Approved for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27,3(6) Streambed•Aggregates: Test Date:,09/19/2019 Expiration Dater 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: Streambed Aggregate Gravel Borrow for Strui tural.Earth,Walls: Test Date: 09/19/2019 Expiration Date:.09/19/2024 Bulk Sp.G.(SSD):2.693 Dag:68 LA:15 Remarks: For geosynthetic reinforcement,the.gravel borrow shail.be,tested for pH,prior to placement:For metallic reinforcement,the gravel•borrow'shall be,tested for pH,resistivity,chlorides,and.sutfates prior"to)placement.If the resistivity of the backfll 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 Geotethnicel Engineer for direction_ Currently Approved.for: 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 Wails 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) Added by Engineer 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 forTrench Backlit 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B 411.16 T rpT:mteon;ae Tre.,napartation WSDOT MATERIALS LAB 07/31/2018 Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source:. PS-B-329 Lessee: Known as: Miles Canyon R .d Fit Located in:' 1/2SE1/4SE1/4,E3/8NE1/45E1/4 Section 24 T20N•R3E County: Pierce Remarks: Mineral Agg.and Surfa•"ng: Test Date: 11/07/2014 Expiration Date:11/07/ 119 Absorption;1.03 Apparent Sp.G.:2.761 Bulk Sp.G:(SSD):2703 lurk Sp.G.:2.676 Deg;79 LA:11 Remarks: Currently approved as a source of aggre••te for: • ATB Ball..' :ST Crushed Cover Stone BST Crushed Screenings Crustre. urfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Tap Course Gravel It for Foundation ClassA HMA Other Courses MAMA Wearing Course Maintenance Permeable Ballast • • Acceptance testss•need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date'.O6/20/26 8 Expiration Date:06/20/2023 ASR-14 Day;0.51 ASR: Orre•Year.0:02 CCA A•o rption:1,02 CCA Sp.G:.269 Deg:72 FCA Absorption;2.04 FCA Organ•4:1 FCA Sp.G:2.641 LA;11 • Remarks: 1-Year ASR Results expire 08/0• 019-ZK Currently approved for • Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be perfo, ed as necessary NOT approved for: Riprap,Quarry Spalls, -ock for Rock Wall,Erosion and Scour Protection: Test Date: . piration Date; Absorption: Apparent Sp.G.; Bulk Sp.G.(SSD): Bulk Sp.a: Deg LA: • Remarks: NOT Apt .vedfor; Qua palls Riprap Rock for Erosion and Scour Protection R • for Rode Walls Stone 9-27.3(6) Streambed Aggregates: Test Date:06/20/2018 Expiration Date;06/20/2023 . Absorption:.1.02 Apparent Sp,G.:2.737 Bulk Sp.G.(SSD);2.69 , Bulk Sp.G:2_662 • eg:72 LA;11 Rem. ks: Currently 'proved for: Streambed•,:{ ate Gravel Borrow for St .chiral Earth Wails: Test Date: 06/20/2018 Expiration Da=.06/20/2023 Bulk-Sp.G.(SSD):2.69 Deg:72 I.A. 11 Remarks: Contact RME to d .-rmine if Resistivity, pH,Chlorides,or Sulfates testing f -quired Currently Approved for: Gravel Borrow for Str Earth Walls t.ravel Borrow for Str Faith Walls • ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples .t Aggregate Sou - Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA AP--OVAL Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class.B 9-03:i2(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(S) 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 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 Graver for Trench Backfill 9-0..19 I. National Ready Mixed Concrete Association Certificate of Conformance qe(rgie" For Concrete Production Facilities NRMCA Tiffs is TO CERTITY THAT Pacific Plant 202, PacW, WA Miles Sand & Gravel company has been inspected by the licensed professional engineer for conformance with-the. requirements ate•Check List for Ready Mixed Concrete Productiön&citifies: As oldie . • 'inspection date the facilities met the requirements forpinductien by Central Mixing with AotOmadalatching and Recordings of Cententitious Materials,Aggregate, Water, and CheiniCalAdMixtures 4-1444 :-Ptt ', V 1 Signature of Licensed Professional Engineer fa bec January 4.2021 April 18, 2023 sw - tA0-7, • Inspection Date OgtifiCation„Expitation Date, This company will maintain these facilities in compliance with the Cheek List requirements and will correct promptly an ____ eficiencies.whij h develop. C.... - ,(4 _ Ca Milk - Signature of Company Official Title of C., ,%.y Officiat NOTICE:Iba Mar List forticates only tat plant bark*am satisrxtry for die produrkin of concreteetten property operated.tentonnance of Itsa . , concrete Use wAh spealoation requirements must be soiled by usual in:spa:Sae methods in madame 'MI-sales%momenta This manilla Is issued by the!Moral Rusty Wend Concrete Association on.verlte6an that he indiction tangy conforms to the regularises of the WAWA Certlication ot Reerlythisid Concrite.Productian Fealties,QC3.Uhatilticatted maxoduition or mbrise or this certhleabs moy result Si legal action; Plant ID#:801670 Certification ID#:27133 0 1965,1992.20042002:2006. 17)(17,2012. National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250•Alexandria•Virginia 22314 I National Ready Mixed Concrete Association (Tr Certificate of Conformance For Concrete Production Facilities- . HRMCA - - --.-_ _ THIS IS TO CERTIFY THAT Kent Plant 203, Ken4 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 Cementiibous Materials,Aggregate, Water, and Chemical Admixtures dtoc cittiz 4":*.:0*WASy�6111 -.1 ,,.. 1 c. 44g17 if< ,(1" 00 � rh � Signa5ZfLIWOnal Engineer °^' a;37343 ��w January 19, 2021 March 19, 2023 Al_ Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct pmty y deficiencies which develop. /EM ' 2 Signature of'Company Official Title of Campaay Official NOTICE Ihe Me&listineIalosontyUmtpgNladifts01e salfsfactray far the production of concreteMon pmper/operated.Comfonemxooftie contrite aseltwab spacifiralon requirements most be verified by usual Inspection methoda in accordance WI sales agreements. i This weir**is issued by the National Ready t&ad ConcreteAssaciadoe on veriralion that Fo producCion fadttycan(amrs to the requirement;of the NRMCA Cedtcaaon of Ready Mbosd Concrete Ptaduc5on Fac1lMes,QM Ltaa rthortZad seprodac6o11 or mime of this ceitGcate may resat in legal action. Plant ID#:801815 Certification ID#:26890. © 1965,1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Assodatlon 66 Canal Center Plaza,Suite 250•Atexandni.Vlrglnia 22314 l