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CAG-20-065 - Duvall - A42-Conc. Class 4000 For Retaining
lk Washington State �` Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 10/31/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor C&P Fencing 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# 098A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEJQPL Hdqtr./QPL HQ Use No. Product(Type Manufacturer or Pit Number Reference Code Code A42 Galv. Post Wheatland 8 Project Engineer/Representative I Date 11/8/2022 State Materials Engineer/Representative Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit 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 Ap.rovalAction. ®Source Approved: 4"x18" min. per Sheet WD3 OK to embed 21" 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer Fabrication Inspection Region Materials ❑State Materials Lab-MS 47365 ,, Pagel of 3 Zekelman Industries i,(r Wheatland Tube Wheatland Tube Division A DIVISION OF ZfRELMANINDUSTRIES 2001 E Domin uez St, Long Beach,CAA 90810 CERTIFIED MATERIAL TEST REPORT Type 3.1/3.1.B in accordance with EN 10204/ISO 10204/EN 10474/ISO 10474/DIN50049 SOLD TO: SHIP TO: CUSTOMER PO# 97553 SECURITY CONTRACTORS SERVICES SECURITY CONTRACTORS SALES ORDER# 1143996 5311 JACKSON ST 22203 100th ST EAST DELIVERY# 82068092 NORTH HIGHLANDS CA 95660-0000 BONNEY LAKE WA 98391 DATE OF CREATION 09/20/2021 PLANT Long Beach-Carson,CA Heat Analysis Heat/Run Value Item Description C Mn P S Cu Ni Cr Mo V Si Al Nb Ti B Run 406408 4.000 SQ 11 GA 288.000 PE SUR 0.18 0.53 0.008 0.003 0.102 0.058 , 0.068 0.019 0.004 0.027 0.033 0.000 0.001 0.0000 Run 1205205 2.500 SQ 14 GA 288.000 PE SUR 0.12 0.42 0.015 0.010 0.030 0.000 0.020 0.000 0.001 0.020 0.028 0.000 0.002 0.0001 . Run 1205180 4.000 X.160 X 9.000(108.000)WT-40 0.15 0.50 0.009 0.010 0.027 0.010 0,040 0.006 0.001 0.011 0.047 0.001 0.001 0.0001 Run 1204710 4.000 X.160 X 10.000(120.000)WT-40 0.15 0.36 0.007 0.007 0.025 0.010 0.030 0.001 0.000 0.011 0.040 0.000 0.001 0.0000 Run 1205000 4.000 X.160 X 10.000(120.000)WT-40 0.14 0.40 0.015 0.008 0.018 0.010 0.040 0.001 0.000 0.010 0.026 0.000 0.000 0.0000 Run 1205180 4.000 X.160 X 10.000(120.000)WT-40 0.15 0.50 0.009 0.010 0.027 0.010 0.040 0.006 0.001 0.011 0.047 0.001 0.001 0.0001 Run 1204710 4.000 X.160 X 11.000(132.000)WT-40 0.15 , 0.36 0.007 0.007 0.025 0.010 0.030 0.001 0.000 0.011 0.040 0.000 0.001 0.0000 Run 1205000 4.000 X.160 X 11.500(138.000)WT-40 0.14 0.40 0.015 0.008 0.018 0.010 0.040 0.001 0.000 0.010 0.026 0.000 0.000 0.0000 Run 1205180 4.000 X.160 X 11.500(138.000)WT-40 0.14 0.47 0.013 0.008 , 0.040 0.010 0.040 0.000 0.000 0.009 0.041 0.000 0.000 0.0000 Run 1205260 4.009 7.160 X 13.000(156 000)WT-40 0.14 0.40 0.012 0.008 0.023 0.010 0.050 0.004 0.000 0.013 0.046 0.000 0.000 0.0000 Run 1205260 r 4.000 X.160 X 21.000(252.000)WT-40 0.15 0.50 0.009 0.008 0.020 0.010 0.050 0.010 0.001 0.009 0.054 0.001 0.001 0.0001 Tensile Test Results Heat/Run Value Item Description Test Date Y/S T/S EL HRB Y/T Ratio Run 406408 4.000 SQ 11 GA 288.000 PE SUR 03/17/2021 054340 067975 37 N/A 0.80 Run 1205205 2.500 SQ 14 GA 288.000 PE SUR 03/11/2021 054667 068106 31 N/A 0.80 Run 1205180 4.000 X.160 X 9.000(108.000)WT-40 03/05/2021 054390 066131 36 N/A 0.82 Run 1204710 4.000 X.160 X 10.000(120.000)WT-40 10/28/2020 054200 066200 34 N/A 0.82 Run 1205000 4.000 X.160 X 10.000(120.000)WT-40 01/13/2021 051795 063604 37 N/A 0.81 SUBMITTAL REVIEW Run 1205180 4.000 X.160 X 10.000(120.000)WT-40 03/05/2021 054390 066131 36 N/A 0.82 Run 1204710 4.000 X.160 X 11.000(132.000)WT-40 10/28/2020 054200 066200 34 N/A 0.82 No Exceptions Taken Run 1205000 4.000 X.160 X 11.500(138.000)WT-40 01/13/2021 051795 063604 37 N/A 0,81 X Make Corrections Noted Run 1205180 4.000 X.160 X 11.500(138.000)WT-40 03/05/2021 054390 066131 36 N/A 0.82 Amend&Resubmit Run 1205260 4.000 X.160 X 13.000(156.000)WT-40 04/12/2021 050280 062594 35 N/A 0.80 Rejected-See Remarks Run 1205260 [4.000 X.160 X 21.000(252.000)WT-40 04/22/2021 050280 062594 35 N/A 0.80 IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Contract Documents. WO 4"x 18"min. Gray&Osborne,Inc. CONSULTING ENGINEERS Use 4.000x.160x21.000 By: DRS Date:11/8/22 • • • • • • Zekelman Industries Page 2 of 3 • ' 1!t Wheatland Tube Wheatland Tube Division A DIVISIONOFZEKEIMAN7NOUSTRIVS 2001 E Dominguez St. Long Beach,CA 90810 CERTIFIED MATERIAL TEST REPORT • Type 3.1/3.1:B in accordance with EN 10204/ISO 10204/EN 10474/ISO 10474/DIN50049 • SOLD TO: SHIP TO: • CUSTOMER PO# 97553 • SECURITY'CONTRACTORS SERVICES SECURITY CONTRACTORS SALES ORDER# 1143996 53'11.JACKSON'ST -22203100th STEAST DELIVERY# 82068092 NORTH`HIGHLANDS CA 95660-0000 BONNEY LAKE.WA98391 DATE OF CREATION 09/20/2021 PLANT Long Beach-Carson,CA COMMENTS: This Is to•certifythe.Product des4ribedherein was.Made in'the USA b""y:the,W.heatlerid Tube:Compariy;�adivision•of Zekelrtiah Industries;arid has been sampled,tested and/or inspected;in"accordance with'the latest revision,at-the time,of manufacture,:of.the specifi,cation.listed above end fulfills the requirements in such respects:'All the' required mechanical,physical,:hydrostatic;non-destructive;=flattening,.and benil.tests"have b_een successfully completed.;The product(S)described above meet(s)one;of the.following specifications:. ;Steel FencePi"p"e'•meetingtherequirementt_ofASTM,F1043. ., -Mechanical Tube'meeting the re_uirements:of ASTM A500 or customer:specificatioiis - -•Continuous Butt"Weld.(CW..)'Stee.P..iippe_SureThreadjTM'meeting there.uirements'of•ASTM A53/A53M.2020/ASME SA53;2015T pe:F'Grade A -.ElectricResistance:Welded(tERW)Steel-Pippe-meeting'the-r"e uirements of:ASTM A53/A53M•2020/ASME SA53 2015;Ty)e.'E;Grade B S all.Diameter.(ERW);SteeFPie.meetinathe;requirements:oqf-ASTMA53/A53M:2020/ASMESA532015,Type:E;Grade•A,(1/8";1/4"and3/8") -;Electric"Resistance•Welded EF�W "Steel-Pipe�meeting the,requirements of ASTM'A1351A135M'2021• Type E Grade"A- -,Electric',Resistance'Welded.(ERW Steel'•Piperneetin the requirements.ofASTM;A795/A795M-2021,Type E Grade•A --Steel Fence Pipe meeting the.red irements of ASTM F1083 2018 -:Steel.Coupling;Stock meeting,"the.requirementsof ASTM.A865/A865M 2017 "Note:8 inch and 10 Inch Schedule 10 ASTMAI35.BIack and Galvanized pipe is made in Canada(Zekelman Industries)and finished in the USA. *Note:8 inch through 18 inch ASTM A53 ERW'Grade B pipe Is made in the USA. Alejandro Nunez Quality Assurance Manager • • Page'3 of-3 • • Zekelman Industries . -11 r Wheatland Tube Wheatland Tube Division 'y, }, ADfVISIONOFZEKELMAN,NOUSTRfES" • 2001 E Domin uez St, Long Beach,CA 90810 • CERTIFIED MATERIAL TEST REPORT Type 3.1/3.1.B in accordance with EN 10204/ISO 10204/EN 10474/ISO 10474/DIN50049 SOLD TO: SHIP TO: CUSTOMER PO,# 97553 SECURITY CONTRACTORS SERVICES SECURITY CONTRACTORS SALES ORDER# 1143996 5311-,JACKSON,ST 22203 100th ST EAST DELIVERY# 82068092' NORTH HIGHLANDS CA 95660-0000 BONNEY LAKE WA 98391 DATE OF CREATION 09/20/2021 PLANT Long Beach-Carson,CA COMMENTS: This is to certify that the'WT-40:fence material produced by;Wheatland;Tube Companyis manufactured in Chicago,Illinois,USA or in Long Beach;California USA.All items that have been stenciled.as WT-40 have been testa inspected,',afd:comply wit the material requirements as outlined in Federal Specification RRF 191/3E,the AASHTO M181 Specification,and the ASTM F1043 Specification;GRroup!.I,C:, 141.1 Alejandro Nunez Quality Assurance Manager • • 411111116 ,,,; Washington State vfl Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date GAG 20-065 10/12/2022 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# 097 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 A42 Weep Hole Ring Tite 8 Project Engineer/Representative Date State Materials Engineer/Representative Date 10/13/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. ®Source Approved: weep hole shall be 3" diam. 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 IX Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 Ring-Tité Product Data Sheet V � . X fi STANDARDS S�® ���� Ring-Tite°'piping systems are SDR35 and SDR28 sewer pipes and fittings manufactured to demanding ASTM, BNQ and CSA standards. Ring-Tite CSA ASTM joints can withstand well in excess of both the ASTM and CSA requirements. B182.2 F679 NQ3b24 PRODUCT AVAILABILITY 130/135 SDR28 4",5"and 6"(100 mm,125 mm&150 mm) 4"through 60"(100 mm-1500 mm) SDR41 10"through 60"(250 mm-1500 mm) A ipexna.com I P E X Toll Free:800 463-9572 byaliaxis 1 of 4 Ring-Tité ` Product Data Sheet Short-Form Specification General Lubricant Main line sewers will be PVC SDR35 sewer pipe and All Ring-Tite Gasketed Sewer Pipe must be shall be in compliance with ASTM D 3034 or assembled using PVC pipe lubricant. ASTM F679 and third party certified to CSA B182.2. Sewer laterals will be PVC SDR28 sewer pipe and shall be third party certified by CSA as above. Markings Ring-Tite Gasketed Sewer Pipes are marked as Material prescribed in the above applicable standards to indicate size of the pipe,material designation, PVC Poly(Vinyl Chloride)used in the manufacturing of compliance to standard,and manufacturer's name or Ring-Tite Gasketed Sewer Pipe complies with trademark. ASTM D1784,Standard Specification for Rigid Poly(Vinyl Chloride)(PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC)Compounds, Colour Coding having a cell classification of 12454 or 12364. Ring-Tite Gasketed Sewer Pipe is colour-coded green Gasket materials used in the manufacturing of for SDR35 and white for SDR28&SDR41. Ring-Tite Gasketed Sewer Pipe complies with the following requirements: Joints ASTM F477"Standard Specification for Elastomeric Sealing gaskets must meet the requirements of Seals(Gaskets)for Joining Plastic Pipe"for low-head ASTM D3034 or ASTM F679,CSA B182.2.In addition, applications,or the jo ints pipe joints must be able to withstand a minimum ASTM F913"Standard Specification for Thermoplastic hydrostatic pressure of 345 kPa(50 psi)without Elastomeric Seals(Gaskets)for Joining Plastic Pipe" leakage. Extruded Pipe Pipe Stiffness Extruded Ring-Tite Gasketed Sewer Pipe conforms to The minimum ring stiffness shall be 320 kPa(46 psi) the following standards: for SDR35 pipe and 625 kPa(90 psi)for SDR 28.This stiffness will be determined using the test methods ASTM D2412"Standard Test Method for Determination prescribed by ASTM D3034 and ASTM F679. of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading" Fittings ASTM D3034"Standard Specification for Type PSM Poly(Vinyl Chloride)(PVC)Sewer Pipe and Fittings" Injection-molded gasketed PVC fittings shall meet the requirements of ASTM 3034 and ASTM F1336 and shall ASTM D3212"Standard Specification for Joints be certified to CSA B182.1 or CSA B182.2.Fabricated for Drain and Sewer Plastic Pipes Using Flexible fittings must conform to ASTM F1336 and CSA B182.2 Elastomeric Seals" ASTM F679"Standard Specification for Poly(Vinyl Chloride)(PVC)Large-Diameter Plastic Gravity Sewer Pipe and Fittings" www.ipexna.com Toll Free:800 463-9572 2 of 4 Ring-The . ...„....„ x04 :f Product Data Sheet Dimensions SDR35 SDR28 Size Average ID Min'Wall Average OD Average ID Min.Wall Average OD Thickness Thickness in mm in mm in mm in mm in mm in mm in mm -> 4 100 3.97 100.94 0.12 3.06 4.21 107.06 3.91 99.42 0.15 3.82 4.21 107.06 5 135 5.32 135.08 0.16 4.09 5.64 143.26 5.24 133.02 0.20 5.12 5.64 143.26 6 150 5.92 150.29 0.18 4.55 6.28 159.39 5.83 148.01 0.22 5.69 6.28 159.39 8 200 7.92 201.16 0.24 6.10 8.40 213.36 - - - - - - 10 250 9.90 251.46 0.30 7.62 10.50 266.70 - - - - - - 12 300 11.79 299.36 0.36 9.07 12.50 317.50 - - - - - - 15 375 14.43 366.42 0.44 11.10 15.30 388.62 - - - - - - 18 450 17.63 447.87 0.53 13.57 18.70 475.01 - - - - - - 21 525 20.79 527.99 0.63 16.00 22.05 559.99 - - - - - - 24 600 23.39 594.00 0.71 18.00 24.80 630.00 - - - - - - 27 675 26.36 669.42 0.80 20.29 27.95 710.00 - - - - - - 30 750 30.17 766.36 0.91 23.22 32.00 812.80 - - - - - - 36 900 36.11 917.22 1.09 27.79 38.30 972.80 - - - - - - 42 1,050 41.95 1,065.72 1.27 32.29 44.50 1,130.30 - - - - - - 48 1,200 47.89 1,216.56 1.45 36.87 50.79 1,290.30 - - - - - - 54 1,350 54.27 1,378.49 1.64 41.77 57.55 1,462.00 - - - - - - 60 1,500 58.08 1,475.48 1.76 44.71 61.61 1,564.90 - - - - - - Ring-Tite fittings are injection molded in most configurations up to 375mm(15")nominal diameter. Larger sizes are fabricated from sections of pipe. Installation Please consult with our PVC Sewer Pipe and Fittings Installation Guide for complete installation information including: S_ UBMITTAL REVIEW • Receiving and Handling Pipe Shipments • Assembling II • Trench Preparation • Curvature of No Exceptions Taken X Make Corrections Noted • Lowering Pipe and Fittings into Trench • Cutting and Amend& Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review The guide is available at www.ipexna.com does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and 3" diam. Contract Documents. www.ipexna.com Gray 8rOsborne, LAC. CONSULTING ENGINEERS Toll Free:800 463-9572 By: DRS Date:10/13/22 3 of 4 Ri n g-Tite About IPEX 1111 About•the IPEX Group of Companies As leading suppliers of-thermoplastic piping systems,the'IPEX;Group of Companies provides our customers with some of the world's largest and most comprehensive product lines.All IPEX products are backed by more than 50 years of experience. With state-of-the-art manufacturing facilities and distribution centers across,North America,we have established a reputation for product innovation, quality„end-user focus'and performance. Markets served by IPEX group products are: • Electrical systems • Telecommunications and utility piping systems • Industrial process piping systems • Municipal pressure and gravity piping systems • Plurribing and mechanical'piping systems • Electrofusion systems for gas and water • Industrial, plumbing and electrical cements • Irrigation systems • PVC,CPVO, PP, PVDF, PE;ABS;and PEX'pipe,and fittings Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. Ring-Tite®is a trademark of IPEX Branding Inc: This literature is published in good faith and is believed to be reliable. • However,'it does not represent and/or warrant in any manner the information and suggestions contained in this brochure. Data presented is the result of laboratory tests and field experience. A policy of ongoing product improvement is maintained.This may result in modifications of features and/or specifications"without notice. 0 ipexna.com F.E i; Toll Free:800 463-9572 byaliaxis 4 of 4 Wash State IV Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 10/12/2022 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# 098 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 A42 Galv. Pipe Matco 8 Project Engineer/Representative ! Date State Materials Engineer/Representative Date 10/13/2022 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. 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. 0. Source Approved: 18" per Sheet WD3 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 .0000.1.00.100.11111111111111111111111.11111111111111.111111111.1111111111.........-------110111111. Steel Nipple Part # Breakdown PREFIX ZNB036 (Z) Z N B 03 6 IN Chinese Standard N Chinese Pre-Cut < N B 03 18 Part Group B Black G Galvanized Pipe Size 0 1/8 1 1/4 Length Size 2 3/8 Stanriar'! a, , cut 3 1/2 1-1/2 18 c 4 3/4 2 24 c 5 1 2-1/2 30 3 48 6 1-1/4 z v - 7 1-1/2 Sample Part# is: 3-1/2 60 m 8 2 ZNB036-Standard Black, 1/2"x 6" 4 72 9 2-1/2 NB0318-Pre-Cut Black,1/2"x 18" 4-1/2 a 10 3 5 — 11 4 5 1/2 12 5 6 13 6 6 1/2 14 8 7 8 9 10 11 12 MATCO-NORCA 90 Global sourcing.National compliance.Local service. Fittings&Nipples Pre-Cut Pipe-Welded Steel •Meets or Exceeds All Applicable •Available in Long Lengths ASTM&ANSI Standards up to 10 Ft. Schedule 40 - Galvanized •Stocked 1/8"-6"Diameter •Various Assortments in Stock • ISO 9001:2000 •Lead Free •Specialty Items Such as IIToe Nipples are Available el MATCO-NORCA CARTON QUANTITIES MODEL NUMBER SIZE INNER MASTER Galvanized Pre-Cut Pipe-Schedule 40 Nipple Rack-RACK1/RACKS NG0918 2-1/2"x l8' I 3 NG0924 2-1/2"x 24" I 3 NG09302-1/2"x 36" 1 3 ��. NG0936 2-1/2"x 36" 1 3 NG0948 2-1/2"x 48" 1 3 1/1/. ' NG0972 2-1/2"x 72" 1 3 _ ! NG1018 3"x 18" 1 3 '#=- Jr NG1024 3"x 24" 1 3 diNG1030 3"x 30" 1 3 / NG1036 3"x 36" 1 3 ~ —��4 NG1048 3"x48" 1 3 NG1060 3"x 60" 1 3 NG1072 3"x 72" 1 3 1 2 u NG1118 4"x 18" 1 2 :• 2 1 NG1130 4"x30" 1 2 ' NG11 4"x 48" 1 2 NG 114848 4"x 48" 1 2 - ; ti. NV 17 E NG 1160 4"x 60" 1 2 Mill" ,r �A R NG1172 4°x72° 1 z a READ Illll' • a i NG1318 6"x18" 1 2 4 ---SCUT PIPE = a NG1324 6"x 24" ____________ IX SUBMITTAL REVIEW No Exceptions Taken X Make Corrections Noted 18" per Sheet WD3 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. Gray&Osborne,Inc. CONSULTING ENGINEERS By: DRS Date:10/13/22 AV MATCO-NORCA 100 Global sourcing.National compliance.Local service. Fittings& Nipples igWashington State Department of Transportation Request for Ap jproval of Material Contract Number FA Number SR Date 4/18/2022 Section/Title of Project County DUVALL AVE NE KING COUNTY Contractor Subcontractor REED TRUCKING TRANSPORTATION SYSTEMS INC. This form shall be completed prior to submittal. If this form is not compete at time of submittal it may be For WSDOT Use Only returned for information that was omitted. RAM# 091 Bid Item Material or Product/ Name and Location of Fabricator, Specification Reference PE/QPL Code Hdqtr./QPL Code No. Type Manufacturer or Pit Number A42.1 p ANTI-GRAFF.COATING VANDLGUARD VG-7000/, RAINGUARD PRO 6-11 3 • • Project Engineer c" Date State Materials Engineer Date 4/18/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 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 MS 47365 DOT Form 350-071 Revised 03/2018 VandlGuard® OL Non-sacrificial Anti-Graffiti Coating , RD TECHNICAL DATA SHEET Tough and Durable Graffiti Resistant Coating Description U/M Code VandlGuarde Non-Sacrificial Anti-Graffiti Coating 1 Gallon VG-7001 VandlGuardc9 Non-Sacrificial Anti-Graffiti Coating Zero Gloss 1 Gallon VG-8005SP VandlGuard'r'Non-Sacrificial Anti-Graffiti Coating 5 Gallon GG1�-77��pp C SUBMITTAL RE VandlGuar&Non-Sacrificial Anti-Graffiti Coating Zero Gloss 5 Gallon VG-8008SP 5 X No Exceptions Ta Description Material Warranty Make Corrections Amend & Resub Vandlguard°hon-Sacrificial Anti-Graffiti Coating One Year Warranty Rejected-See Re Om is a two-part system*that provides a tough and Apply One Coat of VANDLGUAFtDe durable graffiti resistant finish.This is a cross Five Year Warranty IMPORTANT NOTICE: MwN= linking co-polymer material coating that dries Apply Two Coats of VANDLGId9ot relieve the Co CI clear(non-yellowing) with a low luster sheen or Ten Year Warranty responsibility to comply zero gloss finish. Protects a variety of interior and Apply Three Coats of VANDLQUARTOPlans, Specific. exterior vertical surfaces from permanent graffiti Contract Documents. staining and damage. Will protect your surface Coverage Rates (T. 1,from graffiti defacement caused by commercially available spray paints. Substrate Gray 8z Osborne,Imo. CONSULTING ENGINEERS Precision/Split Face Block TLS 200 • Features By: Dat imii. • Supplied ready to use-no mixing needed Ground Face Block 200 O • V.O.C.compliant-less then 20 g/I • Treated surfaces will sustain unlimited graffiti Scored/Fluted Block 180 removals for a period up to ten years • Will retard the growth of mildew, mold, fungus, Sand Blasted Block 180 111)11 and bacteria • Surfaces require no particular maintenance. Slump/Adobe Block 200IIIZ • No expensive sand blasting needed. Heavy Textured Stucco 200 l�e • Meets Master Painters Institute(MPI)#105- moo■ Graffiti-Protection,Top Coat Brick 25% • UV Protectant Unpainted Wood 200CI) A Complete System *Bare Surfaces: Porous Tile 200 Ent First apply one coat of Micro-Seall'Water CI) Repellent by Rainguard (required for applications Fine/Medium Textured Stucco 250 that need warranties and substrate is unpainted Cast/Pre-Cast/Tilt-up Concrete 250 �� or sealed) mg* Sand Blasted Concrete 225 mol• Recommended Uses li■■i■ • Aggregate panels Exposed Aggregate 225 Non■ • Concrete, brick, or stucco • EFIS and cement plaster EFIS 225 • Metal • Over water-based or solvent-based coatings Metal 300 • Plastic Painted Surfaces 300 • Previously or newly-painted surfaces. • Stone • Wood Customer Service Help-Line 800.272.4647 RainguardPro.com PAGE 1 OF 3 Application Test Panel All surfaces to be coated should be structurally Always apply material to a mock wall or test panel. q RU sound, clean, and dry. Using airless spray Test wall or actual surface area to determine equipment, apply VandlGuard at recommended acceptable color, surface porosity, application ", coverage rates.Apply in a fine mist, cross hatched rates and methods before starting pattern to build up the wet coating.As soon as general application. the entire surface has been coated, immediately repeat process with a second pass. Depending l �r rte r r es on the porosity of the surface, a light second coat Lit-niter! W rr?t tlt. Pro.•... f may be necessary. Clean equipment with soap The information contained herein is offered in and water when finished. good faith and is believed to be accurate. To be eligible for a Rainguard Warranty the following Environmental Conditions must occur: Do not apply to surfaces if moisture content is 1. A site visit must be conducted by an employee greater than 15%as measured with an electronic or agent of Rainguard and a Field Inspection moisture meter. Do not apply materials in climates Report completed. where freezing temperatures have existed prior 2. A Warranty Application must be fully to application.Allow adequate time for surfaces completed by the applicator. to thaw. Establish that air, surface, and material 3. Field Inspection Report, Warranty Application, temperatures are above 40°F (4°C) and at least and a copy of the distributor's invoice must be aim 5°F above the dew point prior to painting. Do submitted to and approved by Rainguard. mamma not apply at temperatures below 40°F or when temperatures are expected to drop below 40°F This material is only warranted when applied in within 24 hours of application. Do not apply if accordance with the manufacturer's guidelines C) rain, snow, or lower temperatures are expected and warranty procedures. Without adherence to within 48 hours. Do not apply if relative humidity is these specific guidelines, no expressed or implied greater than 80%. warranty of this product is given. Please contact Rainguard for additional information. SD Gen—, " .. 'aution: Technical Data "n Painted Surfaces: Allow newly painted and stucco surfaces to fully For additional performance-testing information, CI chemically cure before application of VandlGuard. please contact Rainguard technical services.Recent formulations of pigmented paints, O 0 Material Type Cross Linked Co- Polymer coatings, and integrally colored stucco colorant additives contain biocides. These biocides must Permeability 100% X111° be released before application of VandlGuard. Volume Approx. 40% Please consult the manufacturer of the paint/ Weight Approx. 58%Solids stucco coating to determine the chemical curing period. Rainguard is not responsible for yellowing Odor Slight Latex Odor �} or color differences as a result of application of Temp Range Application 40°-100° F mom■ the VandlGuard over uncured paint or integrally Color of Material Clear colored stucco surfaces. V.O.C. <20 gm/LCR) Graffiti Removal Step: Flash Point Non-Flammable 1. Graffiti resistance is fully developed mit Surface Dry Time 1-2 Hours after cure time of 5-7 days depending on weather conditions. Finish Dries Clear 2. When using power washer, keep pressure Imiii less than 500 psi. For difficult removal use Approvals & Qualifications ■■■I. warm to hot water while power washing. No la a OEHS Chemical need to use harsh chemical cleaners. Approved iimils 3. When using chemical cleaners use Evaluation Program imila Rainguard VandlClean'" Super a non- LAUSD Anti-Graffiti Approved hazardous biodegradable cleaner. Follow Architectural Specificaltion manufacturer's recommendations and instructions for use. In addition, warm water Los Angeles #RR 25060 power-washing has also been known to Research Report assist in the removal of tagging. USGBC - LEED Points Up to 3 Points Customer Service Help-Line 800.272.4647 RainguardPro.com PACE 2 of 3 Test Data ASTM D-3960 VOC Levels <50 g/L IQ DI ASTM E-514-86 Wind Driven Rain 98.7%Leak Red Water Vapor Trans ASTM D-1653-71 100%Vapor Perm Water Pen Fed Spec SS-W-110C 75%Min Req 96.8% Leak Red Chloride Ion Salt Pounding NCHRP No.244 Series IV 95% Red No. 244 Series IV 83% Red Scaling Resistance ASTM C672/C672 100 Cycles-No Scaling Exposure to deicing chemicals 100 Freeze Thaw Cycles Visual Rating-0 Water Abs CMU ASTM C140-75 98.6% Effective ASTM G-53/G 154 No blistering,chalking, Accelerated Weathering 8000 Hours gloss or color changes ASTM C-1262 Freeze, Cracking none;adhesion loss none Thaw Resistance 100 cycles Surface Burning ASTM E84 Flame Spread 0, Smoke developed 0 ASTM D-638-Elongation 150% Nom ASTM D-412 Tensile Strength 6150 PSI ASTM D523(Gloss) 90° ASTM D523(Matte) 3°-6° Maximum scrub Cycles 135 C ASTM B117 Salt Fog 3000 Hours/No Effect ASTM D530 Hardness Pencil 2 weekst 2H ASTM D412 Elongation 150% ASTM D412 Tensile Strength 6050 ASTM D522 Mandrel Bend Test No coating loss at 180° rotation ASTM D968 Sand Abrasion Resistance 5-65 Liters O ASTM E96 Water Vapor Transmission 100%Vapor Perm )1:2111 ME II CI) 1111111 131) 10% - -■ rolis NMI II Customer Service Help-Line 800.272.4647 RainguardPro.com PAGE 3 OF 3 VWashington State i Department of Transportation Request for Approval of Material Contract FA Number SR Date CAG 20-065 3/29/2022 Section County DUVALL AVE NE King County 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# 087A Bid Material or Name and Location of Fabricator, Specification PE/QPL HdgtrJQPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A42/ REBAR#4 Nucor Steel- Seattle,WA 8-14.3(5) 2 A82 Project Engineer Date State Materials Engineer Date 3/29/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptancebased upon'Satisfactory Test Report for samples of materials to be incorporated into project. O2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approver 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: Nucor Steel is approved as source for#6,#5 and.#4 rebar. Rebar shall be installed per Plan Detail Sheets WD1 &WD3 Each delivery of rebar shall be tagged with Heat#I Lot# Project Engineer Distribution State Materials Engineer Distribution ® Contractor ❑Region Materials 0 General File 0 Signing Inspection O Region Operations Engineer ❑State Materials Lab 0 Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 1212008 Mill Certification MTR#:654592-5 ICI U C 0 R® 03/29/2021 Lot#:350001737420 2424 SW ANDOVER ST SEATTLE,WA 98106 US 206 933-2222 Fax:206 933-2207 Sold To: KIRKWOOD INDUSTRIES Ship To: HD SUPPLY WHITECAP 14207 NE 193RD PL 3037 CENTER ST WOODINVILLE,WA 98072 US TACOMA.WA 98409 US Customer PO 99584 Sales Order# 35017243-4.1 Product Group Rebar Product# 1050843 Grade A615 Gr 60 Lot# 350001737420 Size #4 Heat# 3500017374 BOL# BOL-732373 Load# 654592 Description Rebar#4/13mm A615 Gr 60 20'0"[2401 2001-6000 lbs Customer Part# RB42060 Production Date 03/29/2021 Qty Shipped LBS 24048 Product Country -United States Qty Shipped.EA 1800 Of Origin Original Item Original Item Description Number 1 hereby certify that the material described herein has been manufactured in accordance with the specifications and standards listed above and that it satisfies those requirements. Melt Country of Origin:United States Melting Date:03/28/2021 C(%) Mn(%) P(%) S(%) SI(%) Ni(%) Cr(%) Mo(%) Cu(%) V(%) Nb(%) 0.39 0.84 0.017 0.027 0.18 0.12 0.26 0.04 0.30 0.005 0.001 Mechanical Average Bend Test Total Deformation Elongation at Height(IN) Maximum Force(%) (1) 0.031 Pass 17.6 Tensile testing Elongation in Tensile(PSI) Yield(PSI) 8"(%) (1) 13.3 105634 70096 Other Test Results Weight Percent Variance(%): -5.30 Tensile/Yield Ratio : 1.51 Comments: ASTM A615/A615M-18 Gr 60/AASHTO M31-17 Nucor-Seattle is ISO 9001-2015,14001,45001 and ABS certified.All manufacturing processes of the steel materials in this product,including melting, have occurred within the United States.Mercury,in any form has not been used in the production or testing of this material. This material is free of HG contamination and is ROHS compliant. No weld repair was performed.Parts meet the requirements of the purchase order and have been produced under the Nucor Steel.Seattle quality manual. The melting,casting and railing processes for manufacturing the this material are in full compliance with the American Iron and Steel requirement as mandated in EPA's State Revolving Fund Programs. This material was manufactured in the US and complies with the Buy American Act,and(FTA)Buy American Requirements(49 C.F.R.part 661) �'—. Page 1 of 1 Erik Nissen,Plant Metallurgist � Washington State i/f Department of Transportation Qualified Product List Product Information Manufacturer: Nucor. Steel - Seattle, Seattle - WA Product Name_: Steel Reinforcing Bar Standard Spec : 9-07.2, Reinforcing Steel Deformed Steel Bars . Product Description : Deformed steel reinforcing bar; ASTM A 615: Grade 40 #3, #4, #5, #6 (Straight); Grade 60 #3 through #18.(Straight); ASTM A:706: Grade 60 #4 through #18 (Straight) Product Restriction : Acceptance Code 2215 Code Description : Acceptance is by field verification of an acceptable Manufacturer's Certificate of Compliance per WSDOT Standard Specification 1-06.3 and the lot(s) or batch(es) of material being, . certified; where applicable, shall be identified. This documentation is required with each delivery of material to the project. Supporting mill test reports indicating that the product meets the applicable specifications may also.be required. If the Contract contains a Buy. America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Mar 26, 2012 • Contractors with WSDOT Click here for Contractor:Product Info Page Copyright WSDOT©2016 Ilra7Washington State 1 Department of Transportation Request for.Api roval of Material Contract Number - FANtimber NSA SR Duvall Ave NE Date CAG 20-065 3/23/2022 Section/Tile of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Transportation Systems,Inc. 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 0 085A _ PE Use Bid Item Material or Name and Location of Fabricator,. Specification PEIQPL HdgtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A42 Cure Comp. Dayton Superior Corp. 9-23.2 8 • Project Engineer/Representative r- Date State Materials Engineer/Representative Date L G 3/23/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated Into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria:.Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. hh Acceptance Criteria: Request Transmitted toState Materials Laboratory for Approval Action. . Source Approved: .Use Lot#2113811 or 2118711 (shown on current QPL). Immediately notify the.Engineer if these Lots are no longer available. 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Farm 350-071 Project Engineer Distribution Revised 0312021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47385 1--;!Washington State nPnortnlPnt of TrgncnnrMt;nn March 23,2022 Qualified Product List Contractor Product Information Contractor: REED TRUCKING j Contract No: Sub Contractor: TRANSPORTATION SYSTEI' Date: 13-23-22 Bid Item: A42 RETAINING WALL Manufacturer: Dayton Superior Corporation - Kansas City, KS Product Name: Clear Resin Cure 311W Standard Spec : 9-23.2, Concrete Curing - Liquid Membrane-Forming Curing Compounds Product Description : Curing compound: Water base, resin cure; Type I, Classes A and B; clear or translucent; Approved lot number (approved lots will be purged from the QPL Database at the end of the calendar year) -.2113811, 2118711 Product Restriction : Approved lots do not require samples to be submitted. Acceptance Code : 1115 • Code Description : • indicating the lot(s) of material meets the requirements of the specifications undcr which it is listed. The Last Updated : Feb 7, 2022 To be completed by the field inspector: Quantity: Verified By: Date: Use Lot#2113811 or 2118711 Immediately notify the Engineer if these Lots are no longeravallable A � Washington State // Department of Transportation Request for Approval of Material Contract Number FA Number SR Date 3-16-22 Section/Title of Project County DUVALL AVE NE KING COUNTY Contractor Subcontractor REED TRUCKING TRANSPORTATION SYSTEMS INC. This form shall be completed prior to submittal.If this form is not compete at time of submittal it may be For WSDOT Use Only returned for information that was omitted. RAM it 85 Bid Item Material or Product/ Name and Lceation at Fabricator, Specification Reference PEIQPLCode Hdgtr./QPL Code No, Type Manufacturer or Pit Number A42' RETAINING WALL MILES SAND a GRAVEL,PM 0202,214.MIX DESIGN 0442AB 6-11 1 2 CEMENT ASH GROVE, SEATTLE,WA. 2525. MR-ENTRAINMENT BASF , MASTERAIR AE90 2250 • WATER REDUCER TYPE A BASF MASTERPOLY HEED TEST 2250 FWATER REDUCER-NE 'BASF MASTERGLENIUM moo2250 ACCELERATING TYPE c BASF POZZOLITH NC534 2250 REBAR#4 ADDISON SUPPLY, TACOMA,WA. 6-11 2 EXPANSION JOINT MATERIAL WR MEADOWS, HAMPSHIRE , ILL. 6-11 3 See RAM 085A. Project Engineer F- .j Date State Materials Engineer Date 3123/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory SAcceptance Criteria: Acceptance based upon'Satisfactory"Test Report for samples of materials to be Incorporated Into project. Acceptance Criteria: Mfg.Cart of Compliance for'Acceptance'prior to use of material. C3 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. 8. 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. tApproval Withheld:Submit product sheet 11. Miscellaneous Acceptance Criteria. Remarks: Mfr.Cert.of Compliance shall show cement mill test report number and admixture product& dosage. Each shipment of rebar shall be tagged.Addison Supply is approved as source for#6.#5 and#4 bar. Reber shall be installed per.Plan Detail Sheets WD1 &WD3. Project Engineer Distribution State Materials Engineer Distribution El Contractor ❑Region Materials ❑General File ❑Signing Inspection ❑Region Operations Engineer ❑State Materials Lab ❑Other Fabrication Inspection MS 47365 DOT Farm 350.071 Revised 03/2018 ' r � Washington State VI/ Department of Transportation Concrete Mix Design Contractor Submitted By Date REED TRUCKING , Trans ortation Systems,inc. 311612022 Concrete Supplier Plant Location Mlles Sand&Gravel Pacific,Kent Contract Number Contract Name Duvall Ave,Renton This mix is to be used in the following Ski Item No(s): A42 RETAINING WALLS Concrete Class: 4000 J Remarks Mix Design No. 0442AB'✓ Plant No. 202.203 Cementitious Source Plant Type,Class or Grade Sp.Gr. Lbslcy Materials Cement AshGrove Seattle,Wa ASTM C 150 Type Itll :3,15 564 J Fly Ash a n F El C Alkali GGBFS(Slag)a fl 100 n 120 Concrete Admixtures Manufacturer Product Est.Range (ozlcy) Air Entrainment BASF MasterAir AE90 1-15 - Ni Water-Reducing Type A BASF MasterPolyheed 997 17-40 Water-Reducing.High Range Type F BASF MasterGtenium 7500 17-40 Accelerating Type C BASF POZZOLITH NC534 0-200 si Water(Maximum) 246 Ibstcy Is any of the water Recycled or Reclaimed? []Yes(' m No Water Cementitious Ratio(Maximum) (}44N/ Mix Design Density(pot) 144.8 • Design Performance(Attach Test Data) Average 2B-day compressive strength(psi) 5540 J Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chtoride Ion Content(%by mass of cement) .031 J 171VVater 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: 4. 1r 3/2312022 PE Signature Date DOT Form 350.040 Diatrlbullon:Original- Contractor Revised 0112020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector Mix Design No. 0442AB Plant No. 202,203 Aggregate Gradation ®AASHTO ❑Combined Nominal Maximum Size(In) Edit... Aggregates 1 p 2 3 4 5 Total WSDOT Source No.b B-329 V 8-329 1 Source Expiration Date b 306-2023 06-2023 ASR Expansion(%)b❑14 Day 101 Year 0.02 0.02 Is ASR Mitigation Required? NO NO Stock Pile Grading` 57 CLASS 2 Percent of Total Aggregate 0 Specific Gravity(SSD) 2.68 2.65 Lbslcy(ssd) 1860 1260 3120 Include Percent Passing for each aggregate component.Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100.00 100.00 1-1/2 inch 100.001 100.00 100.00 1 inch 100.00 v 100.00 100.00 314 Inch 78.00 100.00 86.88 1/2 inch 30.00 Yf lamb 58.27 318 inch 8.00 100.00�J 45.15 No.4 0.10 Y/ 98.00 39.64 No.8 0.10 J 84.20 34.06 No.16 0,1,0 68.00 J 27.52 No.30 0.10 47.50 / I 19.24 No.50 0.10 22.80 V! 9.27 No.100 0.10 5.10 .1 2.12 No.200 0.10 1.70 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 0.46%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 0112020 Copies To-Stale Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector VOFFICE:253,833.3705 FAX:253.833,3/4 400 Valley Ave NE MILES Puyallup,WA 98372-251,5 SAND&GRAVEL Concrete Cylinder Report IConcrete:Mk ID: 0442 A B I AC!318 Performance Approve! ISpet;'rj$rength: 4 000 _ T Modifcatton Factor, 1.000 Number of Tests:30 Stmidord Deviation: 639 Average Range(PS1l: 318 Fcr=Fc:+9,NN: 4,857 Standard Fevfatlan: 639 _,:.Fray fr: 33(si-; ao:':4,990 .. Coefficient ofvariatlon,V: 9.3% / I / Within-Test Stdaev(PS1): 281 V .Y d Within-Testcoeff.of Var. 4.1% Average 5.12 4.9% 67 53 4,440 5,540 Batch-ta.aotth std Dev(PS1): 674 Max: :6 00 6.0% 81 85 6.420 6,890 Batch-to-Batch coeff.of Var. 9.3% M X 4.00 3,89a 0 28 3,330 . 4,090 Date Slump Air CT AT 7 Day 28 Day 1 02/10/21 5.00 4.6% 67 28 4,160 4,940 2 12/12/20 5.00 43% 70 29 4,970 5,980 3 12/11/20 4.00 4.5% 65 39 4,310 5,860 4 12/11/20 4.00 5.0% 65 39 4,310 5,860 5 11/17/20 5.00 5.5% 66 51 4,770 5,670- 6 11/12/20 5.00 4.8% 69 39 5,010 6,040 7 11/09/20 5.00 4.8% 68 38 4,960 6,460 8 11/09/20 5.25 5.5% 63 43 5,420 6,890 9 11/02/20 5.50 5.4% 62 37 4,740 5,710 10 10/30/20 4.50 5.0% 63 60 3,790 5,220 ii 10/29/20 5.75 5.2% 66 47 3,330 4,540 12 10/22/20 5.50 5.5% 67 40 4,640 6,090 13 10/20/20 5.75 5.2% 66 47 4,770 6,210 14 10/12/20 5.75 4.8% 70 56 4,450 5,120 15 10/06/20 5.25 5.5% 78 52 4,630 5,640 16 08/26/20. 5.50 4.5% 73 63 3,790 4,880 17 08/19/20 5.50 3.8% 76 65 4,280 5,170 18 08/10/20 4.00 5.0% 65 73 3,370 4,090 19 08/04/20 6.00 5.0% 80 75 4,370 5,680 20 07/31/20 4.75 5.5% 78 65 4,000 4,970 21 07/21/20 5.00 4.0% 67 4,490 5,520 22 07/16/20 5.00 4.0% 81 72 3,920 4,890 23 03/24/20 5.25 4.2% 65 46 6,020 6,790 24 02/27/20 5.00 4.5% 66 46 4,330 5,690 25 09/17/19 5.50 5.8% 72 57 4,540 5,280 26 09/05/19 4.50 6.0% 74 61 3,890 4,920 27 08/19/19 5.50 4.5% 75 62 4,980 5,520 28 08/13/19 5.50 4.5% 81 85 5,240 6,040 29 07/03/19 5.25 4.6% 63 58 4,080 5,590 30 07/03/19 5.00 4.8% 64 62 3,740 4,940 Miles Sand & Grave' Company WWW.MILES.R0 KS BASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer I Plant: Comments: Mix ID I Number: 0442AB Application: Az. AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (Iblyd') (%by Mass) (Iblyd3) CEMENT 564 0.0050 0.0282 FLY ASH 0 0 0010 SILICA FUME(RHEOMAC SF 100) SLAG CEMENT FINE AGGREGATE 1270 0-007 0.0889 COARSE AGGREGATE#1 1860 0 0050 0.0930 COARSE AGGREGATE#2 0 0.0050 WATER 246 10 (ppm) 0.0025 CHLORIDE ION ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (Ib/yd3) AIR-ENTRAINER: MB AE 90 0.75 (fl oz/cwt) 0.0003 ACCELERATOR (ft ozlcwt) RETARDER: I (ft oz/cwt) WATER REDUCER: (fl oz/cwt) MID-RANGE WR: POLYHEED 997 6.0 (fl oz/cwt) 0.0042 HIGH-RANGE WR GLENIUM 7500 3.0 (fl oz/cwt) 0.0029 WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER. (fl oz/cwt) - ASR INHIBITOR: (gal/yd3) CORROSION INHIBITOR: (gal/yd3) SHRINKAGE REDUCER- (gal/yd3) COLOR: (Iblcwt) WATERPROOFING: (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) = 0.220 CHLORIDE ION CONTENT(%of Concrete) = 0.006 W-S CHLORIDE ION CONTENT(%of Cement) = 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) = 0.031 El BASF 03 30 00 Cast-In-Place Concrete We create chemistry n03 ao 00 Precast Concrete LI 03 70 00 Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90* Description Features MasterAir AE 90 air- ■ Ready-to-use in the proper concentration for rapid, accurate depensing entraining admixture is for use in concrete mixtures. It Benefits meets the requirements of ASTM C 260,AASHTO M • Improved resistance to damage from cyclic freezing and thawing 154 and CRD-C 13. • Improved resistance to scaling from deicing salts ■ Improved plasticity and workability Applications • Reduced permeabdlty-increased watertightness Recommended for use in: • Reduced segregation and bleeding ■ Concrete exposed to cyclic freezing Performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the • Production of high-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or ightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper concrete normally does mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a property 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 gravirnetric 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. 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 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 teeters that might influence the amount of air entrained include: water to air-entrained concretes.Late additions of water include temperature, cementitious materials, sand gradation, sand- the conventional practice of holding back water during beaching 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 vviill depend upon Furthermore, an air content check should be performed after the amount of entrained-air required under actual lob conditions. post-batching addition of any other materials to an air-entrained in a trial mixture, use 0.25 to 4 fl ozfcwt (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, Flan-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 dosage 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:MasterAir AE 90 admixture should be stored concrete. and dispensed at 31°F(-0.5°C)or higher.Although freezing does Dispensing and Mixing:Add MasterAir AE 90 admixture to the notharmthisproduct,precautionsshould betaken toprrtectitfrom concrete mixture using a dispenser designed for air-entraining freezing.If MasterAir AE 90 admixture freezes,thaw at35°F(2°C) admixtures,or add manually using asuitable measuring device oraboveandcom plat*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 admixturelife 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 bestmethod to dispense recommendations if the shelf life of MasterAir AE 90 admixture the air-entraining admixture. has been exceeded. Safety:Chemical goggles and gloves are recommended when transferring or handling this material. BASF Corporation Admixture Systems www.master.bullders-solutions.basf.us page 2 of 3 MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAir AE 90 admixture is supplied in 55 gal(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 IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WiTH RESPECT For additional information on MasterAir AE 90 admixture, or its TO ITS PRODUCTS. The sole and exclusive remedy of use in developing a concrete mixture with special peformance Purchaser for any claim concerning this product,including but characteristics,contact your local sales representative. not limited to, claims alleging breach of warranty, negligence, The Admixture Systems business of BASF's Construction strict liability or otherwise,is shipment to purchaser of product equal to the amount of product that fails to meet this warranty Chemicals division is the leading provider of solutions that . improve placement, pumping, finishing, appearance and or refund of the original purchase price of product that p g' falls to meet this warranty, at the sole option of BASF. Any performance characteristics of specialty concrete used in claims concerning this product must be received in writing the ready-mixed,precast,manufactured concrete products, within one(1)year from the date of shipment and any claims underground construction and paving markets. For over not presented within that period are waived by Purchaser: 100 years we have offered reliable products and innovative 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 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, espec':ly 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 products) 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. l2' €ea became MaaterNr B undarThe MaslorBaltdorS¢laden,lmand,atfee11ueJanuary1,21Y14. 0 d.BASF Corporation 2016 u 01/1s a ARE-DAA-QOi3 BASF Corporation m0o � Canada al Admixture Systems a'''1 �i" 1 1 moo Clark LO Cleudan�OO�Jo 44 44122�Sd4 Brampton,Ordarin io LOT 4M7 www.master-bulldors-solutions.basf us aao saa-99so n rax:21e 21 Tilt BOO ter-sue o Fax 805 7a2.0551 page 3 of 3 Added by Engineer 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: 03 30 00 Cast-in-Place Concrete D / BASF 3 03 40 00 Precast concrete The Chemical Company A as 70 00 Mass Concrete 04 0510 Masonry Grouting MasterGlenium® 7500 Full-Range Water-Reducing Admixture Formerly GLENIUM 7500* a e �.o ;N�` J Features ias a �Ja_ti b�`r u FAQ r MasterGienium 7500 full-range water-reducing admixture is based on the next generation P 1-; t- .. �:in°""�,,,,�,,,���� ° %� of pofycarboxyfate technology found In all of the MasterGlenlum 7000 series products.This iii?,"'. 1"Zp.,.:'`.1"Hcil.Hn,lis..44,1-4iF4.44,-Airol Y '� f , ,— technology combines state-of-the-art molecular engineering with a precise understanding 1� of regional Dements to provide specific and exceptional value to all phases of the concrete s ^:'i,�i,i ° s i i V. construction process. b°`;.1Ma`f:-° �;C 1`q - N Dosage flexibility for normal,mid-range and high-range applications M " ""' `^: 1115" ■ Excellent eari strength development EMMht .3`'ai s,i So = ■ Controls setting characteristics �-'oil r�Sli'I iT i..s;.;`� tJ C�. -a1 , • Optimizes stamp retention/setting relationship r i .-7-4. F rr. ; • Consistent air entrainment al r-Zr 21 Rig n° iMr. 1ir,A Benefits �}�° L ` �` *.;r° ` ■ Faster turnover of forms due to accelerated early strength development "l.`Q.�F. tL4r"�" WAR+ 'L 1 CN :� rC�`tff,'' ,�, +a,X`t{F ■ Reduces finishing labor costs due to optimized set times ■ Use in fast track construction a w� 'F'#.Tei ■ Minimizes the need for slump adjustments at the Jobslte �� �ct�-r ` °,74 Less jobsite Q p -„yh'S�'r�F�e°��°l�.�ir�'�iix i��.c�Y� � Ci 9LI �Ort required g ' , 4 rt U Fewer rejected loads .tl `"°t i-fL' ''t° ° 'e ■ Optimizes concrete mixture costs 3+. Yardfa�.�,4�0U f I " Performance Characteristics :"-:4- _,71*IM.4'Z.11-.1. 1.4-11-t47- O P°�-13i aP 1I 71 0 s r Concrete produced with MasterGienfum 7500 admixture achieves significantly higher early. "'it°��r °i rt�f4-1° 4, age strength than firstgeneration i rbo late high-range water reducing admixtures. ��i°�L�r`�3��sY�y1��� 9 9 Po Y� xY MasterGlenium 7500 admixture also strikes the perfect balance between workability 4o1 11$'4 j`r' 'sa u7' 'G � retention and setting characteristics in order to provide efficiency In placing and finishing M^L�d `n e11tr` un`iylnjfrsl-tt-I ,`, ' ^; .,,. -x- r _ concrete.The dosage flexibility of MasterQlenium 7500 allows it to be used as a norms!, , � ,,,�a mid-ran a and high-range water reducer. d Nlc eI°1��kyy'S,r,-� itake4ilrbi {ate'";-Ewe }' ,,17 ,4 ,. MASTER® ��n�-,,-��: ��.> »BUILDERS Fes+ .. . r` b -...><.�:€ SOLUTIONS MasterGlenium 7500 Technical Data Sheet Guidelines for Use Storage and Handling Dosage: MasterGlenium 7500 admixture has a recommended Storage Temperature:MasterGianlum 7500 admixture must be dosage range of 2-15 fl ozfcwt (130-975 mU100. kg) of stored at temperatures above 40°F(5°C}. If MasterGlenium • cementitious materiels.Formcstmld-tohlgh-rangeapplic;atlons, 7500 admixture freezes,thaw and reconstitute by mechanical dosages in the range of 5-8 fl oz/cwt (325-520 mi./100 kg) agitation. MU provide excellent-performance. For high performance and Shelf Life: MasterGiertlum 7500.admixture has a minimum producing sett-consolidating. concrete mixtures, dosages of shelf life of 9 months. Depending on storage conditions, the up to 12 fl oz/cwt(780 mL/100 kg)of cementitfous materials shelf life may be greater than stated.Please contaatyour local can be utrized. Because of variations in concrete materials, sates representative regarding suiitabifity for use and dosage Jabsite conditions andfor applications,.dosages outside of the recommendations if the ehelf life of MasterGlenium 7500 recommended range may be required. in such cases,contact admixture has been exceeded. your focal sales representative. Mixing:MasterGlenium 7500 admixture can be added with the packaging initial batch water or as a delayed addition.However,optimum ivlasterGlenium 7500 admixture la supplied in-55 gal(208 U water reduction is generally obtained with a delayed addition. drums,276 gal(1040 L)totes and by bulk delivery. Product Notes Related Documents Cerrasivity — Non-Chloride, Non-Corrosive: MasterGlenium Safety Data Sheets:MasterGlenium 7500 admixture 7500 admixture will neither initiate nor promote corroslpn of reinforcing steel embedded in-concrete, prestressing steel.or Additional Information ,of galvanized steel floor and roof systems. Neither calcium chloride nor other chl©ride•besed Ingredients are used in the ForadditionalinformatienoniviasterGlenium75tl0admixtureoron manufacture of MasterGlenium 7500 admixture. its use in developing concrete mixtures with special performance Compatibility: Master:Gienium 7500 adniixtur a is.compatible. characteristics,contact your local sales r epresentative. with most admixtures used In the production of quality The Admixture Systems business of BASF's Construction concrete,including rtoimel,mid-range and high-range water- .Chemicals division is the leading provider of,solutions that reducing admixtures, air-entralners, accelerators, retarders, improve placerment, pumping, finishing, appearance and extended set control admixtures, corrosion inhibitors, and performance characteristics of specialty concrete used in shrinkage reducers. the ready-mixed,precast,manufactured concrete prodl/cfs, Do not use Master&lenlum 760D admixture with admixtures underground construction and paving markets. For over containing beta-naphthalene sulfonate.Erratic behaviors in slump, l oo years we have offered reliable.products and innovative workability retention and pumpablllty may be experienced. technologies, and through the Master Builders Solutions brand, we am connected global with experts from many fields to provide sustainable solutions for the construction industry. BASF Corporation Admixture Systems page 2 of 3 www.master bulydera-solutlons.basf.ua ,Added by Engineer. ❑® Washington State Department of r. _.......... 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(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: BASF03 30 00 Cast-in-Place Concrete We create chemistry 034000 Precast Concrete 3 037000 Mass Concrete MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Formerly PolyHeed 997* Description _,'; .::` Features MasterPolyheed:99T': " - ® True mid-range water reduction(5-15%)and excellent performance across a wide slump "admixture:isa:pate6ted: • range, especially the di fiicult slump range of 5-8 in.(125-200 mm) `multi-comportenti nid ■ Suparlor workability,pumpability and finishability qualities even In concrete mixtures range water.reducing containing low amounts of cementitious materials. admixture ure erPa{yheed ■ Superior finishingcharacteristics for residential/commercial flatwork and formed surfaces 9J7.adm•.„....sleets-_::;-_;` P 4STM.C494/G.4`4AT: ,,,. enti_ ._., e_. _.._.- Benefits regtiirementsfior,Type�A,��; =; water;reduGng and Type F."" m Significantly reduced placement and finishing time resulting in lower in-place :f(gki,lar ge Ovate-ft',L�ucin concrete.Costs 'admixture's: _- • '.' Ai Higher strength at ail ages • A lications A Enhanced concrete durability ::F ecommcncled`foruw bra;; ■ Increased service life of concrete structures ;.. 1_concrete:a1iAl1catcons.::;: Performance Characteristics woricsbitty" r uh obit , g/ Type,.p-•. p__... ty�.,= Mixture Data:5001b/yd3(295 k m of l cement slump 6-7 in.(150-180 mm);5-6%air, and finislrabllity qual ties concrete temperature 70°F(21 °C);ambient temperature,70°F(21 °C), •bare desired_n particular,: Setting Time Performance' Ma work;°pumped ,: :::. .: -car'ict'ete:artd:pervfou§. : : initial Set Difference -concrete Mixture (h.min) (h:min) . Reference 6:01 ■;Ooncreta containing_::` _,manufactured sand and:.:. MasterPolyheed 997 admixture 0 .harsh'concrete.mixtures: 5 fi oz/cwt(325 mL/100 kg) 6:22 +0:21 10 li az/cwt(650 mU100 kg) 6:57 +0:56 15 fl oz/cwt(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, Plain 2360(16.3) 3320(22,9) thaw at 35 °F (2 °C) or above and completely reconstitute - . by mild mechanical agitation. Do not use pressurized air for MasterPolyheed 997 admixture @ , agitation. 5 fl oz/cwt(325 mL/100 kg) 3060(21.1) 3930(27.1) Shelf Life: MasterPolyheed 997 admixture has a minimum 10 fl oz/cwt(850 mU100 kg) 3740(25.8) 4610(31.8) shelf life of 18 months. Depending on storage conditions, the 15 II oz/cwt(980 mU100 kg) 4820(31.9) 5460(37.7) shelf life may be greater than stated.Please contact your local 'Note: The data shown are based on contrcNed i9boratary tests. sales representative regarding suitability for use and dosage Reasonable variations from the results shown here maybe experienced recommendations if the shelf life of MasterPolyheed 997 as a result of differences to concrete making materials and fobsite admixture has been exceeded. condtions. Packaging Guidelines for Use MasterPolyheed 997 admixture is supplied in 55 gal (208 L) Dosage: MasterPolyheed 997 admixture has a recommended drums,275 gal(1040 L)totes and by bulk delivery: dosage range of 3-15 fl oz Jcwt (195-980 m1J100 kg) of cementitious material for most concrete mixes. Related Documents As the dosage of MasterPolyheed 997 admixture increases to Safety Data Sheets:MasterPolyheed 997 admixture 15 fl oz/cwt(980 mIJ100 kg)of cementittous materials,normal concrete setting characteristics are maintained and early and Additional Information ultimate compressive strengths increase. BASF does not recommend the use of dosages outside the For additional information on MasterPolyheed 997 admixture or recommended range without trial testing. Consult your local its use in developing concrete mixturesw[th special performance safes representative for assistance in determining the dosage characteristics,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 Corrosivity — Nan-Ghloride, Non-Carras[ve: MasterPolyheed performance characteristics of specialty concrete used in the ready-mixed,precast,manufactured concrete products, 997 admixture will neither Initiate nor promote corrosion of underground construction and paving markets. For over reinforcing or prestressing steel embedded in concrete, or 100 years we have offered reliable products and innovative of galvanized steel floor and roof systems. MasterPolyheed technologies, and through the Master Builders Solutions 997 admixture does not contain intentionally added calcium brand, we are connected globally with experts from many chloride or other chloride-based ingredients. fields to provide sustainable solutions for the construction Compatibility: MasterPolyheed 997 admixture may be used industry in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. BASF Corporation Admix lure Systems www.master-bullders-sotutions.basf us page 2 of 3 MasterPolyheed 997 Technical Data Sheet Limited Warranty Notice BASF warrants this product to.be free from manufacturing defects and to meet the,technical properties 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 this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received In writing within one(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 all risks and liabilities In connection therewith. This information and all further technical advice are based on BASF present knowledge and experience.However,. BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such Information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s)for sultabifity for the intended application and purpose before proceeding with eta application of the product(s),Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF 'Palyheed007 became MasterPotrtieed9e7 under:he Master eugdmaSdutiamsWarta,er1ec&ne4arn y1,2014. 6117,43F Corporation 20U Q 01116 u PWEQAT--011E0 BASF Corporation unit d states Grads BASF Systems 23700 Citapfa3 Btx4 U 1 11:04'ak Batreaard Ado oiar d,Ohb 44122. 544 BYdup100,L n alit l.0 4M7 • www.master-buitdors-sorutlons.basf us Tat e00 62.0-e093 11 Fax:216am-5221 Tel,®DO 337,5862 t7 Ft=003 792-0631 page 3 of 3 Added by'Engineer 0 Washington Stale Department of March 2I,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: 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: D ' BASF The'Chemical Company 03 3000 Cast-in-Pleas Concrete • 0340 0o Precast Concrete MasterSet® AC 534 Accelerating Admixture Formerly Pozzoiitit NC 534* o i rp , .. �f Features Iit' �. �`, .� " Ma It Accelerated setting time across a wide range of temperatures a ° > ��`.,--`mil at Increased early compressive and Rexurai strengths �In�"ro w 7 �- r. fe6, Benefits TS7v r --` +-ry ' ��_ TC'r,� *Eartierfn sl1ng of slabs—reduced labor costs 1° :*' 19. =Reduced to-place concrete costs ' :,4 ' ' t'2'7"3 :.1 i as Reduced or eliminated heating and protection time In cold weather iis?�i u�f i r� . sri',� ■ Earlier stripping and reuse of forms .�7--- �. ,� ,4- a Superior finishing characteristics for Catwalk and cast surfaces 4 — Performance Characteristics : : ,„ Mixture Data:453 (289 kglm')of Type I cement.3-4.in.(75-100 mm)slump;concrete u ..„ .' temperature 74 °F(23 °C). ambient temperature 50 and 75 °F(10 and 24 °C). non-atr- -,ti a o �1"1411- 1' Ll a�IJ r'--y . .,:, entrained concrete. .y, 41. y . Setting time 5t) F(10 C) Initial Set(hark) Differencer:mita)y i" to a ",e nit .h4r4Vjg' 4'-'8 Plain 13:44 REF .r; ,+fix iYdasterSet AC 534.admixture OP ..y 441�r 3.3e. 11 , -° °n, `v s 20 fl oz/r wt 1,300 mt/tOO kg) 7:11 -6:33 e. ,,:� ,r(f1,�iwi +40 ti ortcwt(2,600 mlil O0 su) 8:05 -7:39 _ +-�+f- :c 7,.„7 Setting time .75°F(24°G} ' 4 �'.� ""} 0;`i '=sue Initial Sat(hanle) Difference(Mmin)) � a R ;�4 r ",' t. Plain 8:18 REF T° ? - t l-� ' ° 1 MasterSetAC 534 admixture-, F•1 ti t Al ^" ' ' '20 fl oz/cwt(1,300 mU100 kg) 4:59 -3:19 e. -' �. -4:00 t '• �i,53.4 tiC Ti�fti3t. "'x ::*''S 2 a 40 fl oz/cwt(2,600 mU100 kg) 4:18 - " v i„ MASTER® � `-� 41: »BUILDERS i - z ... �.. " ;. - = SOLUTIONS MasterSet AC 534 Technical Data Sheet Guidelines for Use Storage and Handling Dosage: The recommended dosage range for MasterSet Storage Temperature; MasterSet AC 534 admixture should AC 534 admixture Is 10-45 fl oz/cwt(0.65—2.9 U100 kg) be stored above freezing temperatures. if MasterSet AC 534 of cementltlous materials for most concrete mixtures using admixture freezes,thaw at 36 eF(2°C)or above and completely average concrete ingredients. Because of variations in job reconstitute by mild mechanical agitation.Do not use pressurized conditions and concrete materials, dosage rates other than air foregltallon. the recommended amounts may be required.In such cases, Shelf Life:MasterSet AC 534 admixture has a minimum shelf contact your local sales representative. life of 18 months. Depending on storage conditions, the The maximum dosage of MasterSet AC 634 in potable water shelf life may be greater than stated. Please contact your applications that require the use of NSF Certified products is local sales representative regarding suitability for use and 3011 oz/cwt(2.0 Ukg)of cementitfous materials. For specialty dosage recommendations if the shelf life of MasterSet AC 634 concrete mixtures such as 4x4 Concrete,dosages up to 100 admixture has been exceeded. fl oz/cwt(6.5 U100 kg)may be-required. Packaging Product Notes This product is supplied in 65 gal (208 L) drums, 275 gal Corrosivity—Non-Chloride, Non-Corrosive: MesterSet AC 534 (1040 L)totes and by bulk delivery: admixturewill neltherinitiate norpro mote Corrosion of reinforcing steel In concrete. Related Documents Compatibility: MasterSet AC 534 admixture may be used Safety Data Sheets:MasterSet AC 534 admixture in combination with any BASF admixtures. When used In conjunction with other admixtures, each admixture must be dispensed separately into the mixture. BASF Corporation Admixture Systems www.mostor-builders-aoluttansbasf ue page 2 of 3 Added by'Engineer 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: MasterSet AC 534 Standard Spec : 9-23.6(4), Concrete Admixture -Type C- Accelerating Admixtures Product Description : Liquid set accelerating admixture for concrete: Type C Product Restriction : Restrictions: This is a non-chloride accelerator and can only be used in Portland Cement Concrete Pavement 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' 0 WSDOT MATERIALS LAB 03/21/2022 Aggregate Source Approval Report Owner: Mites Sand and Gravel Aggregate Source: PS-B-329 Lessee: Known as: Miles Canyon Road Tit Located in: El./25E1/45E1/4,E3/8NE1/45E1/4 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.:2.748 Bulk Sp.G..(SSD):2.693 Bulk Sp:G.:2.663• Deg:68 LA:15 Remarks: Currently approved as a•source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Back911 for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Penneabte 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 CCAAbsorption:1.02 CCA Sp.G:,269 Dag:72 FCA Absorption:2.04 FCAOrganics:I 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 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: Added by'Engenger Remarks: NOT Approved for. Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) • 5treairtbed•Aggresgates: Test Date: 09/19/2019 Expiration Date:'09/-19/2024 Absorption:1.14 Apparent Sp.G.:2.746 Bulk Sp.G.(SSD):2.693 Bulk Sp.,G.:.2.663 Deg:68 LA:15. Remarks: Currently Approved for: Streanrbed Aggregate Gravel Borrow for St►uctural Earth Walls: Test Date: 09/19/2019 Expiration Date:.09/19/2024 BulkSp.G.(SSD):2.693 Dag:68 LA:15 Remarks:- For geosynthetic reinforcement,the gravel borrow shalt.be,tested for pH prior to placement.For metallic reinforcement,the gravelborrow shall be,tested for pH,resistivity,chlorides,and.sutfates priorto,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 Matertals'Engineer or the State Geotechnical Engineer for direction. ,Currently Approved,for: Gravel Borrow far 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 Watls.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 Adak V Wash&tgton Statc WSDOT MATERIALS LAB 07/31/2018 �� t7epartmentoiTranspartation • Aggregate Source Approval Report • Owner: les Sand and Gravel Aggregate Source: P.S-B-329 Lessee: Known as: Miles Canyon ••.d Pit Located in: E 2SE1/45E1/4,E3/814E1/4SE1/4 Sectlon.24 T24N R3E County: Pierce Remarks: Mineral Agg.and Surfed ;: Test Date: 11/07/2014 Expiration Date: 11/0 .44419 Absorption:1.03 Apparent Sp.G.:2.751 Bulk Sp.G.(SSD) 2.703 Bulk Sp.G.:2..676 Deg:79 • :11 Remarks: Currently approved as a source of aggrega. for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed rfacing Base Course Crushed Surfacing.Key Stone Crushed Surfacing.Top Course Gravel Back far Foundation Class HMA.Other Courses HMA Woadng Course Maintenance-• k Permeable Ballast Acceptance tests need to be performed as necessary. • Portland Cement Concrete Aggregates: Test rote:06/20/20 : Expiration Date: 06/20/2023 ASR•14 Day:0.51 ASR-One Year 0:02 CCA Abs lion:1.02 CCA Sp.G:2.69 Deb 72 FCA Absorption:2.0• FCA Orga "•• 1 FCA Sp.G:2,641 LA:11 Remarks: 1-Year ASR Results expire r./04/2019-ZK • Currently-approved for: Coarse-Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be, rformed as necessary NOT approved for: Riprap,Quarry S•.Its, Rock for Rock Wall, Erosion and Scour Protection: Test Dee; Xpiratlon Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp,G: Deg: LA; Remark t'.T Approved for: • Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) treambed Aggregates: Test Date:06/20/2018 Expiration Date: 06/20/2023 ',•sorption:1.02 Apparent Sp.G.:2.737 Bulk Sp.G.(SSD):2.69 Bulk.Sp.G.:2.662 De! 72 LA:11 Remar Currently App .ved for: Streambed Agg ate Gravel Borrow for Stru ral Earth Walls: Test Date:05/20/2018 Expiration t) -:06/20/2023 Bulk Sp.G.(SSD):2.69 Deg:72 LA:11 Remarks: Contact RME to dote• Inc it Resistivity, pH,Chlorides,or Sulfates testing: required Currently Approved for; Gravel Borrow for Str Earth Walls 0-.vet Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples b Aggregate S.,roe Approval is not required. AGGREGATE MATERIAL$NOT REQUIRING ASA APP OVA ." Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone.Bedding 9-03.12(3) Gravel Backfill for Drains 9-03,12(4) Gravel Backfill for Drywalls 9-03.12(5) Backfill for Sand brains 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 9-03.1 Foundation Material Class A and B 9-03 Foundation Material Class C.9-03.18 Bank Run Gravel for Trench Badcfill •-03.19 il CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N E., Suite 102,Puyallup,WA 98372 Tel q 253-3834778 1 Fax q 263-770.8232 webaite:www circa corn MISC. LABORATORY TEST REPORT CLIENT Miles Sand &Gravel REPORT DATE December 28, 2021 PROJECTT E MISC TESTING REPORT 268 ADDRESS N/A PROJECT �� NUMBER CONTRACTOR NA WORN CONTIMCT JOB ORDER J ORDER ORDER ND. NIA ORDER NO. I NIA ORDER N UU 0. N/A NBP.R N/A _ MATERIAL INFORMATION TESTIS) ASTM C117,C123, C142,Wood Waste DATE 12-09-2021 REQUESTED OBTAINED MATERIALTYPE AASHTO Grading#57(A"Washed) CBTAMNED BY Client—Alex B_ SOURCE Canyon Pit,B-329 SUBMITTED BY Client—Alex B. SAMPLE ... __..__.. LAB NUMBER 21-1730 LOCATION -.. StOClg7iI2 I.D..NUMBER OF SUPPLY MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE 0.0 %REQ. 2.0max ' WAASTOED 0.00 1 %REQ. 0.05max COARSE FRIE PARTICLES FINE AGGREGATE I %REQ. 0200 SCREEN 0.3 %REO. 1.0 max SIZE %LOSS SIZE %LOSS ANGULARITY j_ SAND EQUIVALENT %REQ. ORGANIC %REM 4"-3 W. (REF.METHOD) IMPURITIES Light Weight Pieces, LOOSE UNIT Specific Gravity 20 0.0 %RE0. 2.0 max WEIGHT %RED' 3'%"—3" (coal&Egrets) WT.PER DEGRADATION %RIQ, CUIFT %R!4 3"—2 W RODDED 2Ih`-1 'W 84-#8 FRACTURE FRACTURE 1 %"_-%" #16 (SINGLE FACE) (DOUBLE FACE) SIZE RESULT SIZE RESULT 'I.'-318" #18-#30 %RM. %Rea. 318"-#4 #30-#50 %REQ. w REQ TOTAL TOTAL ATTERBERG UMITS Requirement PLASTIC l %REQ. LA ABRASION LRAIT P.) LIQUID %REQ Grading: i ReeuAL LRAIT ILLY PLASTICITY %RED. S"REQUIRED MIDEX(Pt) I COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY %ABSORPTION OVEN DRY %ABSORPTION Flat&Elongated RESULT(S)t STATUS Ratio: I Flat 1 By Weight El Elongated: 1 By Pieces 0 Flat&Elongated: Total: Requirement: I . .....__.. REVIEWED BY I APPROVED BY LAB REMMK& EQUIPMENT SET q -2, 13, 14 TECHNICIAN B. Rowden a C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N E . Suite 102 Puyallup,WA 98372 Tat a 253.30.8778 I Fax n 253.770.8232 webeile:w.w.Glwa.caan MISC. LABORATORY TEST REPORT CUENT Mlles Sand&Gravel REPORT DATE December 28, 2021 MISC,TESTINGTITLE REPORT 266 PROJECT ADDRESS NIAPROJECTNUMBER 4303 CONTRACTOR N/A WORK NO. N/A MORR 01�aR N°, I NIA I OR WA N/A _„ MATERIAL INFORMATION TREQI STw ASTM C40,C117,C123,C142 asrAT�D1TE 12-09-2021 MATERIK MANED SY Client-Alex 8. Tye Concrete Sand(Building Sand) SOURCE Canyon Pit,B-329 SUBMITTED BY Client-Alex B. OF SALE LAB NUMBER 21-1728 4LCCA FSUPPLTIDNY �Stock le LD.NUMBER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& %WOOD x R[Q. COARSE FINE FRIABLE 0.0 %Imo. 3.0 max ' WASTE PARTICLES FINE AGGREGATE %REQ. MOO SCREEN 1.5 %REC. 2.5 Max SIZE %LOSS SIZE %LOSS ANGULARITY — SAND EQUIVALENT %RGa ORGANIC meet' %Rea #3 max 4`-3 W (REF.METHOD) IMPURITIES Light Weight Pieces. LOOSE UNIT Spaclnc Gravity 2A 0.0 %Rea 1.0 Max WEIGHT 3 W-3' (coal&Ygelts) WT.PER DEGRADATION %Mal CUIFT %REQ. 3"-2 h" ROODED I. 2W-1W *4-NB FRACTURE 1 FRACTURE 1 ii"_Y' *8-#16 (SINGLE FACE) (DOUBLE FACET SIZE RESULT SIZE RESULT % —3/8" #18-#30 %REQ. %REQ 318"-#4 #30-#50 x REO. %REQ , TOTAL TOTAL ATTERBERO LIMITS Requirement: PLASTC i ' %REQ. LA ABRASION LIMIT(PL) LIQUID %RED Grading: Result: LIMIT(LL) PLASTICITY %REQ. %REQUIRED INDEX(PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY 1 SSD Apparent I SSD ._ Apparent OVEN DRY I %ABSORPTION J OVEN DRY , I ABSORPTION Flat&Elongated RESULT(S)I STATUS Ratio: I Flat: By Weight Elongated: By pip 0 Flat&Elongated: • Total: Requirement: REVIEWED WI f APPROVED BY LAB REMARKS EQUIPMENT SETJ 2, 13, 14, 16 TECHNICIAN I B. Rowden/do C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC. REPORT PERTAINS ONLY TO THE MATERIAL TESTED, (Revised 08-24-2020) National Ready Mixed Concrete Association qr • Certificate of Conformance For Concrete Production Facilities IlK!hA THAT ... . __ THIS IS TO CERTIFY 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 CheckList 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 :I- em cry .40 ......i;. -"o ci a ' Signature of Licensed Professional Engineer '° jt n 21 2021 April 18, 2023 97349 �o January , p p� 3 }4. ��� 4 Inspection Date Certification Expiration Date all oo This company will maintain these facilities in compliance with the Check List requirements and will correct promptly an eficiencies whi h develop: !ii.,..bq 1 ^ ,0_e_ Hsi.cir Q.-- Signature of Company Official Title of CoU ny Official NOTICE:The Check list indicates only that plantfadues am satisfactory for the production of concrete when properly operated.Conformance of the concrete itself w1M SpleCIACMION requirements must be vented by usual tatpecUcn methods in accordance wtth sales agreements. This codifies%Is limed by Me Monet Ready Mixed'Concrete Association on vertficeen that the production facilltyconforms to the requIrernects of the !INCA0eMficatlun ofRendy MIxni Concrete Praduc6an Facilities,1CC9:Unauthorised reproduction or misuse of Ws certificate,. result illegal elan. Plant ID#: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 q( Certificate of Conformance For Concrete Production Facilities NRMCA.-.__---. --•-•-_--__ THIS IS TO CERTIFY THAT Kent Plant 203, Kent, WA. Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic hatching and Recordings of Cementitious Materials,Aggregate, Water, and Chemical Admixtures R+4,0*vm.s#041,6,:1,. -4 t.T. . - ci. C' • LI;'// '- '7 ct s- n ¢ ' Signature of Licensed Professional Engineer -13 41.1 qt, �Q, �N . January 19, 2021 March 19, 2023 • -1 A Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly ny deficiencies which develop. 77'uA & C11 . Mef-Gci e 2't— Signature of Company Official Title of&4any Official NOTICE:Tito Check List trecalesaaily that plant hales are saffa ryforteproductonof=meteelmproperlyupended.Conformance of the concrete itself with specifira5on requirements matte ved6ed by usual inspection methods in acoordence with saes afire amenbk This certificate Is Issued by the Nelms!Ready Mead Concede Rssadaeon en verification that the prole:Ian faulty cordons to the requirements of the NRMCA Cedfltcatioa of Ready Waxed Comte Production Facilities,QC3.Unauthorized rep roduc ton or misused We cerUf cats may result In legal action. Plant ID#:801815 Certification ID#:26890 0 1965,1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250•Alexandria•Virginia 22314 ASH GROVE A CRH COMPANY Mill Test Report Plant Seattle Cement Type GU&I-II Low Alkali Date 7-Jan-22. Production Period November 1.2021-December 1,2021 Certification No. 2021-21 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Limit Spec. test Spec.Limit Spec. Test Item Type GU Limit Result Item Type GU Limit Result 5102(%) A A 20.2 Air content of mortar(volume%) A 12 max 6 AI203(%) A 6.0 max 5.0 Blaine fineness(m21kg) A 260 min 385 Fe2O3•(%) A 6.0 max 3.4 %Passing 325 mesh 72 mine A 96.4 CaO(%) A A 63.9 Autoclave expansion(%) 1.0 max 0.80 max 0.09 MgO(%) 5.0 max 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(%) 3.0 max' 3.5 rnax 2.7 3 Days 14.5 12.0 27.2(3950) Na2O(%) A A 0.25 7 Days 20.0 19.0 35.3(5120) 1(20(%) A A 0.38 28 Days 26.5 A 43.4(6300)E Insoluble residue(%) 1.5 max 1.5 max 0.96 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 mere than 375 375 189 CaCO3 in limestone(%) A 70 min 98 Heat of hydration(catlg) Inorganic processing addition(%) A 5.0 max 0.8 7 Days A A 89.8e (8aghouse Dust) Potential phase composition(%)° C3S A A 51 C2S A A 19 C3A A 8 max 7 C4AF " A 10 C4AF*2(C3A) A. A 25 C3S+4.75(C3A) A A 86 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Limit Spec: last Spec.Limit Spec. Test Item Type GU Umit Result item Type GU Limit Result Equivalent alkalies(%) A 0.60 max 0.50 False set(%) A 50 min 87 ANot applicable: BTest result represents most recent value and Is provided for information-only. °Adjusted per A1.6.. °Fineness:'45pm sieve,maximum%retained,28. Ellie reported 28 Days are for the previous,production period FAn ignition toss.of 3:5%maximum Is allowed provided the cement at 550±25°C.show a toss in mass of no more than 3.0%. ADDITIONAL DATA Inorganic Processing Addition Data Type Baghousa Dust Amount(%) 0.8 5i02(%) 15.7 A1203(%) 6.4 Fe2O3(%) 1.6 Ca0(%) 40.3 SO3(%) 0.6 Base Cement Phase Composition C3S(%) 54 C2S(%) 20 C3A(%) 8 C4AF(%) 11 We certify that the above described cement,at the time of shipment,meets the chemical and physical requirements of the ASTM 0150/C150M-1 B specification and tho CSA A3001-13 Type GU specification. Signature: Title: ChiefChemist Edward G Rafacz 3801 E Marginal Way S,Seattle,WA 98134; Ph;(206)623-5596; Fax:(208)623.5355 • g 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: PRODUCT C DATA W R. MEADOWS SEAIT1GHT ■"mi'm MasterFormat:03 15 00 NO.321 NOVEMBER 2019 (Supersedes January 2012) ASPHALT EXPANSION JOINT Expansion/Contraction Control Joint DESCRIPTION APPLICATION ASPHALT EXPANSION JOINT is the"original" The type of control joint and spacing used will expansion joint filler. It is composed of a blend vary with each project according to the type of of asphalts and mineral fillers formed under heat and pressure between two asphalt-saturated liners. structure, climatic conditions, and anticipated It is waterproof, permanent, flexible, and self- stresses in the concrete. Thinner joints of 1/4" sealing. (6.35 mm), 3/8" (9.53 mm), or 1/2" (12.7 mm), spaced at frequent intervals, offer greater control USES than thicker joints spaced at greater intervals.The ASPHALT EXPANSION JOINT can be used in basic objective is to provide ample room for the 80% of all control joint applications. It is ideally concrete to expand or contract without creating suited for joints in sidewalks, driveways, streets, damaging stresses. Expansion joints should be and single-and multi-level floor slabs. Due to its unique self-sealing characteristic, no subsequent positioned against forms at interrupting objects or joint sealing is required. columns and against abutting structures prior to the placement of the concrete. ASPHALT FEATURES/BENEFITS EXPANSION JOINT should be recessed 1/4" • Non-absorbing. (6.35 mm) below the concrete surface. A sealant • Used in 80%of all control joint situations. is not necessary. However, if additional joint • Protects against infiltration of fines and water. sealants are desired, isolate the filler from sealant • Self-sealing; no additional joint sealant with SNAP-CAPE from W. R. MEADOWS. required. SNAP-CAP should be installed flush with the • Permanent. surface. PACKAGING PRECAUTIONS Thickness Slab Standard Sheets and cut strips of ASPHALT EXPANSION Widths Widths Lengths JOINT should be stored on a flat surface. Read %."(6.35 mm) 36" 5'(1.52 m) and follow application information, precautions 3/8"(9.53 mm) (914.4 mm) 6'(1.83 m) h"(12.7 mm) 10' (3.05 m) and Safety Data Sheet information. /."(19.05 mm) LEED INFORMATION 1"(25.4 mm)) May help contribute to LEED credits: ■ MRc9:Construction and Demolition Waste SPECIFICATIONS Management • AASHTO M 33 • ASTM D994 For further LEED infor•maton and SDS,visit • California Department of Transportation www.wrmeadows.com. (Caltrans) • FAA Specification Item P-610-2.7 • Federal Specification HH-F-341 F 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 1 MILTON,ON!SHERWOOD PARK,AB www wnnnnrinura rnm DAV1'ON® Cure & Seal 309 118 UPERIOR TEC \ ICAL DATA SHEET See RAM 085A DESCRIPTI• PACKAGING Cure&Seal 31• 18 is a water based acrylic copolymer that ITEM# PACKAGE SIZE offers a combinati. curing,sealing and dustproofing for freshly Gallons Liters finished concrete su .ces.This product dries to produce a non-yellowing,durabl•, lear film on concrete.Cure&Seal 309 69223 Pail 5 18.93 118 is ideal for interior a., ications because it is free of noxious 69221 Drum 55 208.20 flammable fumes. STORAGE USE The Cure&Seal 309118 should be stored in tightly sealed Cure&Seal 309 118 is a convenie safe-to-use product that original factory containers,Store in a horizontal position to Se meets the ASTM C-309 standard as . effective membrane prevent moisture accumulation on the drum head.Do not allow curing compound and is an excellent d tproofer and surface to freeze.Shelf life of properly stored,unopened containers is 18 4 sealer.It is designed for interior and exte •r use. months. FEATURES APPLICATION • Water based Mixing: Agitate Cure&Seal 309 118 before each use. ■ Meets ASTM C-309 Specs as an effective can compound ■ Excellent sealer&dustproofer Placement:Apply Cure&Seal 309 118 immediately after y ■ Low odor all surface water has disappeared and the surface cannot be H ■ Non-Flammable marred.Application of Cure&Seal 309 118 too early or too late • Easy dean-up with water can affect the overall curing performance.Use low pressure W • Interior/exterior applications spray,roller or brush.Do not thin.Apply uniformly without puddles. For improved application consistency and reduction t� PROPERTIES labor,use the Dayton Spray-Pro(Item#309233 or 309232) ASTM C-309,Type 1,Classes A&8, .. er spray system. AASHTO M-148,Type 1,Classes A&B Applic• ion of a second coat,after the first coat has dried,will Note:Federal Specification TT-C-800A was cancelled and provide . anger lasting,higher gloss coating with improved officially replaced by ASTM C-309. water rete 'on performance. Moisture Retention:ASTM C156:<0.55 kglsq m in 72 hours CLEAN UP Tools and equipm- t can be cleaned with warm,soapy water Drying Time:Approx.2-3 hrs.at 70°F(21°C)for recoating or light before the product. 'es.For removal of dried product,use traffic. Wait 12 hrs,for heavy traffic.Dry time is temperature, Dayton Superior Gree ;can Clean. wind and humidity dependent. LIMITATIONS VOC: FOR PROFESSIONAL US •NLY Less than 350 V.Complies with Federal EPA,OTC&LADCO This product should not be use. .t temperatures below 40°F Standards for Concrete Curing Compounds (4•C). Do not apply concrete or mortar topp •gs over sealed surfaces. ESTIMATING GUIDE Coverage Rates: Avoid spraying Cure&Seal 309 118 into'.int prior to Sq.Ft./Gallon Sq M/Liter installation of sealant. Curing 200 4.9 May show rubber tire marks. Second Coat 400—600 9.8—14.7 Do not use high speed mixing equipment. Texture and absorption of surface will influence final coverage Remove Cure&Seal 309 118 with Citrus Cleaner J4: .r Green rates. Bean Cleans before applying resinous(epoxy,polyest• , urethanes,etc.)coatings. Do not store food containers directly on the floor,always pia. on pallets. 10/06/11 •Page 1 of 2 Cure & Seal 309 J18 TECHNICAL DATA SHEET CONTINUED Water Based Cure & Seal P• CAUTIONS MANUFACTURER RE. I MSDS PRIOR TO USING PRODUCT Dayton Superior Corporation ■ e with adequate ventilation 1125 Byers Road ■ We. protective clothing,gloves and eye Miamisburg,0H 45342 prote on(Goggles,Safety Glasses and/or Face Shield) Customer Service:888-977-9600 ■ Keep ou of the reach of children Technical Services:866-329-8724 ■ Do not tale_internally Website:www,daytonsuperior.com ■ In case of in.• tion,seek medical help immediately ■ May cause skin' itation upon contact,especially WARRANTY prolonged or repe. ed. If skin contact occurs,wash Dayton Superior Corporation(*Dayton")warrants for 12 months from the date of manufacture or for the duration of the published product shelf life,whichever is less, immediately with so.• and water and seek medical help that at the lima of shipment by Dayton,the product Is free of manufacturing defects and conforms to Dayton's product properties in force on the date of acceptance by as needed Dayton of the order_Dayton shall only be liable under this warranty if the product has been applied,used,and stored in accordance with Dayton's instructions,especially ■ If eye contact occurs,flus immediately with clean water surface preparation and installation,in force on the date of acceptance by Dayton of • e C and seek medical helpas n• •ed the order.The purchaser must examine the product when received and promptly notify Dayton in writing of any non-conformity before the product Is used and no later than 4 ■ Dispose of waste material in a ordance with federal,state days after such non-conformity is first discovered.tf Dayton in its sole discretion, (� determines that the product breached the above warranty,it will,in its sole discretion. and local requirements reptace the nonconforming product,refund the purchase price or Issue a credit in the amount of the purchase price.This is the sole and exclusive remedy for breach of this warranty.Only a Dayton officer is authorized to modify this warranty.The infornsatlon in this data sheet supersedes all other sales Information received by the customer during the sales process,THE FOREGOING WARRANTY SHALL BE EXCLUSIVE AND IN "1 LIEU OF ANY OTHER WARRANTIES,EXPRESS OR IMPLIED.INCLUDING WARRANTIES H OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,AND ALL OTHER WARRANTIES OTHERWISE ARISING BY OPERATION OF LAW,COURSE OF DEALING, CUSTOM,TRADE OR OTHERWISE. (/I Dayton that not be liable in contract or in tort(including,without limitation, negligence,strict!lability or otherwise)for loss of sates,revenues or profits cost of capital or funds,business interruption or cost of downtime,loss of use,damage to efts or lost of use of other property(real or personal);failure to realize expected savings; frustration of economise or business expectations;claims by third parties bather than for bodily injury(,or economic tosses of any load;or for any special,Incidental, Indirect,consequential,punitive or exemplary damages arising In any way out of the performance of,or failure to perform,its obligations under any contract for sale of product,even if Dayton could foresee or has been advised of the possibility of such damages.The Parties expressly agree that these limitations on damages are allocations of risk constituting,in part,the consideration for this contract,and also that such limitations shall survive Use determ.nation of any court of competent jurisdiction that remedy provided in these terms or available at law fails at its essential purpose. 400 DAIMON* . �c RIOR laloi 111•Page 2 of 2 . .. Sri.i....,.,...J.,.�.�...�...t....�.I...r.l.......•...... J.._�_.a.�e..r r_t.___�i__ Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 6'31/21 -Section ITiitleofProject 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# 1 t3 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr.IQPL HQ Use Nc. Product/Type Manufacturer or Pit Number Reference Code Code 4"PVC Sewer 6-11 3 A42 Pipe Cresline West Geotex A42 Nonwoven Geotex Nonwoven 6-11 3 A42 Solvent Weld Multi Fittings 6-1 1 3 Sewer Fittings Project Engineer/Representative I Date State Materials Engineer/Representative Date 9/15/21 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. 1 Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved D 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 Y� Y (PE): Please provide submittals for 4" galv. steel sleeve for fence post base and sleeve for 3" diam. weep hole. Remarks (H1): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor Region Operations Engineer Fabrication Inspection Region Materialsci Slate Materals Lab-MS 47365 -11111111P- BID ITEM A42 CEfLII1E-wEsT e PVC-SEWER PIPE -ASTM D-3034 CWPVC-6 FEBRUARY, 2011 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PALLETS MIN. PER PER PER PART SIZE O.D. I.D. WALL 100' PALLET T.L. NO. 3" SOLID 3.250 3.064 .093 63.47 1000 32 53075 10' BELLED END 3" PERF 3.250 3.064 .093 63.47 1000 32 53080 - SOLVENT WELD SDR-35 SEWER PIPE 4" SOLID 4.215 3.975 .120 106.51 900 24 53112 ASTM D-3034 4" PERF 4.215 3.975 .120 106.51 900 24 53119 6" SOLID 6.275 5.915 .180 238.40 350 24 53179 6" PERF 6.275 5.915 .180 238.40 350 24 53196 PERFORATIONS ARE 2 ROWS OF v,"HOLES ON 5"CENTERS 120°APART 4"SOLID 4.215 3.975 .120 106.51 I 1200 I 16 I 53117 I 20' BELLED END 4" PERF 4.215 3.975 .120 106.51 SUBMITTAL REVIEW 6" SOLID 6.275 5.915 .180 238.40 X No Exceptions Taken Make Corrections Noted SOLVENT WELD Amend & Resubmit SDR-35 SEWER PIPE 6" PERF 6.275 5.915 .180 100.80 ASTM D-3034 Rejected-See Remarks 8"SOLID 8.400 7.920 .240 224.66 IMPORTANT NOTICE: This review 8" PERF 8.400 7.920 .240 402.48 does not relieve contractor from his responsibility to comply&conform PERFORATIONS ARE 2 ROWS OF',2"HOLES ON 5"CENTERS 120°APART with the Plans, Specification, and 14' GASKET JOINT 4" 4.215 3.975 .120 109.84 Contract Documents SDR-35 SEWER PIPE 6 6.275 5.915 .180 245.85 ASTM D-3034 Luny diE Osborne,nee Lou. WHITE 8 8.400 7.920 .240 441.75 CONSULTING ENGINEERS By DRS _ Date: 9/15/21 20' GASKET JOINT 4" 4.215 3.975 .120 108.84 ituu 10 3si54 SDR-35 SEWER PIPE 6 6.275 5.915 .180 243.62 700 12 53794 ASTM D-3034 WHITE 8 8.400 7.920 .240 436.81 400 12 53814 14'8,20'LAYING LENGTHS. INSERTION DEPTH RING IS MARKED ON THE BEVELED SPIGOT END OF PIPE. GASKETS ARE REINFORCE RUBBER RING AND PERMANENTLY INSTALLED IN AN INTEGRAL BELL. MADE OF COMPOUNDS CONFORMING TO ASTM D-1784 WITH CELL CLASSIFICATION OF 12454 OR 12364. REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. 4"-8"SDR-35 SEWER PIPE IS CERTIFIED TO THE UNIFORM PLUMBING CODE BY NSF INTERNATIONAL. NSF sewer U.P.Code CRESLINE-WEST, INC. CORPORATE HEADQUARTERS:600 CROSS POINTE BOULEVARD -EVANSVILLE,IN 47715 •TELEPHONE(812)428-9300 PLANT: 3747 W. BUCKEYE ROAD • PHOENIX,AZ 85009 -TELEPHONE(602)269-5161 WAREHOUSE: 1930 W.WHITESBRIDGE ROAD •FRESNO, CA 93706-TELEPHONE(559)486-1840 www.cresIine.com BID ITEM A42 G E O T E X' Product Data Nonwoven GEOTEX® soi GEOTEX® 601 is a polypropylene, staple fiber, needle-punched nonwoven geotextile produced by Propex, and will meet the following Minimum Average Roll Values (MARV) when tested in accordance with the methods listed below. The fibers are needled to form a stable network that retains dimensional stability relative to each other. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. GEOTEX® 601 conforms to the property values listed belowl. Propex performs internal Manufacturing Quality Control (MQC) tests that have been accredited by the Geosynthetic Accreditation Institute - Laboratory Accreditation Program (GAI-LAP).This product is NTPEP tested for AASHTO standards. MARV2 PROPERTY TEST METHOD ENGLISH METRIC ORIGIN OF MATERIALS %U.S. Manufactured 100% 100% MECHANICAL Grab Tensile Strength ASTM D-4632 160 lbs 712 N Grab Elongation ASTM D-4632 50% 50% CBR Puncture ASTM D-6241 410 lbs 1824 N Trapezoidal Tear • ASTM D-4533 60 lbs 267 N ENDURANCE UV Resistance at 500 hrs ASTM D-4355 70% 70% HYDRAUUC Apparent Opening Size(AOS)3 ASTM D-4751 70 US Std.Sieve 0.212 mm Permittivity • ASTM D-4491 1.5 sec-1 1.5 sec-1 Water Flow Rate ASTM D-4491 110 gpm/ft2 4482 I/min/m2 ROLL SIZES4 12.5 ft x 360 ft 3.81 m x 109.8 m 15 ft x 300 ft 4.57 m x 91.5 m NOTES: 1. The property values listed above are effective 12/17/2018 and are subject to change without notice. 2. Values shown are in weaker principal direction.Minimum average roll values(MARV)are calculated i"f"f•,^'^''^''' ' "'+.,»"'-'•''^'''••'"f'' . Statistically,it yields a 97.7%degree of confidence that any samples taken from quality assurance testin. SUBMITTAL REVIEW testing at time of manufacture. 3. Maximum average roll value. X No Exceptions Taken 4. Contact your local Territory Business Manager(TBM)for custom widths and colors.Lead times may v. Make Corrections Noted requested. Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his �;;•�,.►' Propex" responsibility to comply&conform •' GEOSOLUTIONS with the Plans, Specification,and Ppex Operating Company,LLC•4019 Industry Drive Chattanooga.TN 37416•ph 800 621 1273•ph Contract Documents. Prow ARMORMAX°,PYRAMAT",LANOLOI<",X3",PYRAWALL".SCOURLOK",GEOTEX".PETROMAT'".PETROTACe,REFLECTEXa,and GRIDPRO"1. 4151) This publication should not be construed as engine.nng advice.While information contained In this publication Is accurate to the best of Alt knowledge,Proper do products should assume sole respondbdtty for the final determination of the satiability of the information and the products ion the contemplated and actual use.The IL TTAy a*06111Norirket, Inc:. for the product,or such other written warranty as may be agreed by Proper and individual customers.Propas specifically disclaims as other warranties,express m partmulat purpose,or ens ng from prmmlon of samples,a course of dealing or usage of trade. CONSULTING ENGINEERS 0 2019 Propez Operating Company.LLC By: DRS Date 9/15/21 --AP—. BID ITEM A42 atSOLVENT WELD MULTI FITTINGS SEWER FITTINGS HIGHER STANDARDS' Available Configurations Multi Fittings has one of the largest offerings of molded sewer fittings 3' and larger. For a complete list and for engineering lay lengths, please visit www.multifittings,com. Solvent cemented joints shall be assembled as shown in the Multi Fittings Installation Guide. FEATURES & BENEFITS ® sP° Leak-Proof Joints Properly installed SDR35 solvent weld sewer Multi Fittings offers a wide variety of molded fittings provide leak-proof joints. This eliminates sewer fittings 3' in diameter and larger. Solvent underground water infiltration and exfiltration. . SIZES welded fittings are typically installed in sanitary The results: substantial savings in sewage Injection Molded and drainage systems. Injection-molded fittings treatment costs for municipalities. 3" — 8" are available in 3" to 8". Fabricated SDR35 solvent weld sewer fittings are available in Superior Chemical Resistance Fabricated Molded 8" to 15". The chemical resistance of SDR35 sewer fittings 8" — 15" is exceptional. Acids, alkalies and normally Solvent Weld vs. Gasketed Joints diluted hydrocarbons have little or no effect. SUBMITTAL REVIEW welding is a process by which a joint is Aggressive soil conditions due to sulfates, y chemically fusing together a pipe and a carbonates, industrial effluents and acid rain are X No Exceptions Taken easilyhandled bySDR35 solvent weld sewer Make Corrections Noted A solvent is applied to the surface of a Amend&Resubmit De spigot and the inside of a matching fittings. Rejected-See Remarks some cases a primer may be used to IMPORTANT NOTICE: This review the surfaces. The solvent dissolves some Super Abrasion Resistance does not relieve contractor from his chemical bonds in the PVC material, SDR35 solvent weld sewer fittings are highly responsibility to comply&conform ely "melting' the material. Once the two resistant to abrasion, making them ideal for with the Plans, Specification, and Contract Documents. s are pushed together the material from transporting abrasive effluent, even in high surfaces begins to fuse together. As the velocity storm sewer systems. ires the solvent evaporates and the joint Gray$LQsbornc, :s stronger, until it essentiallybecomes a Applicable Standards CONSULTING ENGINEERS g PP By DRS Date: 9/15/21 ous pipe. ASTM D2665 (6' & 8") ...,,.,,.., welded joints are able to resist large NSF 14 (6' & 8") MULTI FITTINGS tensile loads and will not pull apart. In fact, it CSA B181.2 (6" &8") Telephone: 519 681-2140 can be shown that the pipe itself will fail before IAPMO File 2431 (3" & 4') Toll Free: 800 265-1815 the joint will. 2 Fax: 519 681-2156 www.multifittings.com