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HomeMy WebLinkAboutCAG-20-065 - Duvall - B16 - Furnish and Install 16-Inch Gate Valve Assembly • r Washington State '�'/ Department of Transportation Request for Apiproval of Material Contract Number FA Number SR Date CAG 20-065 N/A Duvall Ave N E 4/21/22 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# 093 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B14-17 Tapping Sleeve JCM 3 Project Engineer/Representative Date State Materials Engineer/Representative Date 4/21/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. ® Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor DRegion Operations Engineer ❑Fabrication Inspection Region Materials Ei State Materials Lab-MS 47365 J C M INDUSTRIES P. O. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.jcmindustries.com Typical Specification JCM 412 Fabricated Tapping Sleeve — Epoxy Coat, Alloy Hardware Tapping Sleeves shall be the high strength type having a wide body, made of a minimum material strength of ASTM 285 Grade C, ASTM A-36 Steel or equal, which conforms to and reinforces the pipe. The sleeve shall have as a minimum 7/8" wide gasket of Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000 with hydromechancial activated lip, captured in a recessed groove around the outlet; 3/4" Corrosion resistant, high strength low alloy oval neck track head bolt per ASTM A242/ANSI 21.11/AVVWA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534, and a test outlet. Flanged outlet shall be AVWVA C207 Class D, ANSI 150 lb. drilling, recessed for tapping valve per MSS- SP60, outlets 2" — 12" rated for 175 PSI* maximum operating pressure. Epoxy coated sleeves shall be furnished with a 3/4" stainless steel test plug in the test outlet. Fusion applied epoxy coating shall be a minimum 12 mils thickness per ANSI/AVWVA Standard C-213. For outlet sizes 14" and larger, the gasket groove must be consistently positioned about throat of tapping waterway. Inside diameter of the gasket groove must be set back a minimum of 1" from the waterway to allow dispersal of forces generated by gasket compression. Gasket grooves machined in a circle and formed to an elliptical shape will not be an accepted equal. Nominal pipe sizes 36" and larger shall be of the heavy duty type. Tapping Sleeves shall be JCM 412 or approved equal. *Higher test and working pressure ratings available upon request, contact JCM Industries. JCM 400 Series Tapping Sleeves are ANSI/NSF Standard 61 and Standard 61 Annex G Certified. JCM 400 Series Tapping Sleeves meet MSS-SP124 and ANSI/AVWVA Standard C223 Fabricated Steel and Stainless Steel Tapping Sleeves as applicable. JCM 412 Tapping Sleeve Image reflects 6"x 4" This typical specification, provided by JCM Industries, is a proposed guideline for use by specifying agencies to ensure significant design and material features of this product are included within the agencies'individual specifications. NSF Effective 01.30.13 ■v Ewa ANS 01 SUBMITTAL REVIEW JCM x No Exceptions Taken Make Corrections Noted Amend &Resubmit INDUSTRIES Rejected-See Remarks P. O. Box 1220, Nash, TX 75569-1220 IMPORTANT NOTICE: This review Phone 800-527-8482 or 903-832-2581 does not relieve contractor from his Fax 800-874-9524 or 903-838-6260 responsibility to comply&conform www.jcmindustries.com with the Plans, Specification, and Contract Documents. Material Specification Gray 8E Osborn,Inc. B TLS CONSULTING E"cIDat /2S 2/22 JCM 412 Fabricated Tapping Sleeve—Epoxy Coat, Alloy Hardware Y Body: ASTM 283 Grade C,ASTM 285 Grade C,ASTM A-36 Steel or equal. Flange: AVVWA C207 Class D, ANSI 150 lb. Drilling, recessed for tapping valve per MSS-SP60. Optional flanges available upon request. Gasket: Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000. Molded virgin rubber with a pressure activated hydromechanical design. Gasket is bonded into a cavity for internal and external retention. Gasket temperature range -40°F to 212°F (-40°C - 100°C) Gasket suitable for water, salt solutions, mild acids, bases, and sewage. Optional gasket materials available. Bolts: Corrosion resistant, high strength low alloy oval neck track head bolt per ASTM A242/ANSI 21.11/AVWVA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534. Finish: Fusion applied epoxy coating per ANSI/AWWA C-213. Service Rating: 2"to 12"Outlets: 175 PSI. Higher service rating available for specific applications and sizes. I . 3 12 5 4-1/32 3-1/2 6 3/4 /-GASKET 4 12 5 5-1/32 4-1/2 6 3/4 1[1 I I i 1 6 12 5 7-1/32 "6-1/2 6 3/4mmimm " If p' 8 16 5-1/8 9-1/32 8-1/8 8 3/4 = I 10 20 5-1/2 11-1/16 10-1/4 10 3/4 12 24 5-3/4 13-1/16 12-1/4 12 3/4 A BOLTSI QTY.- E *On nominal pipe size 7.45 and smaller dimension D is 6-1/8" SIZE- F Effective 01.30.13 CIrtllru NSFWVAI 01 SPG { A DIVISION OF OLYMPIC FOUND c February 8, 2022 FEI- Tacoma Att: Mark Horvill Project: Duvall Avenue- Renton Materials: Import 940 "Water" Lid and 24" Base Letter of Certification: At your request, this letter is to confirm that the products listed above and supplied to you for the above project by Olympic Foundry meet or exceed all City of Renton and WSDOT specifications 1-06.3, SP 9-30.3(4) and conforms to H-20 load requirements and Federal Specification A-A 60005. Please let me know if you need any more information. Sincerely, Lee Hubenthal s SPG Sales Manager rOlym,., pic Foundry,Inc. L. .X � SE1}TTLE PORhI4N 1� Sri main•206.764.1200 Pt1ain 503261 3381 ;;-''-� • fax 206 763.1701 {,0X b03 284$480 , A'f, 5200 Airport way•$dutf -C M1 E 1'6.6Sto f 42nd Aber Sy t# .; ?r.' Seattle WA 98108 r PDrtt S 1 OR 9/A1$ ' ",' www.olympictoundry.com Mueller Co. Reliable Coonectisns CERTIFICATE OF COMPLIANCE Material and Production Test Certification Mueller 4-12" A2361 Resilient Wedge Gate Valves WE HEREBY CERTIFY that MUELLER CO. 4-12"A2361 Series RWGV's are manufactured and tested at the Mueller ISO 9001 registered facility in Chattanooga, TN, USA. Mueller certifies these valves are UL 262 Listed, FM 1120/1130 Approved, are certified to ANSI/NSF 61 &372 and meet the requirements of AWWA C515. Production testing is performed in accordance with these standards and meets the following specifications. APPROVALS/ PRODUCTION TESTING AWWA UL FM* Hydro Hydro Size Description Model No. (psi) (psi) (psi) Seat Test Shell Test (psi) (psi) NRS—FL x MJ A2361-19 4-12" NRS—MJ x MJ A2361-23 350 350 350 525/525 700 NRS—FL x FL A2361-06 * NOTE: FM only approves Open Left valves. Mueller certifies that the valve body, bonnet and wedge are manufactured in a Mueller foundry in Albertville, AL or Chattanooga, TN per Mueller QA procedures; each heat is tested and certified to be within the specification shown in the chart below under a controlled program and in accordance with ASTM A536 Ductile Iron. Ductile Iron:ASTM A536 CHEMICAL COMPOSITION Element C Si Mn S Cu P Cr Ti Pb Mo Minimum 3.900 2.500 0.370 0.140 Maximum 3.950 2.800 0.420 0.022 0.180 0.050 0.080 0.015 0.005 1401 Mueller Avenue I Chattanooga, TN 37406 Chattanooga o. 423.698.8811 I f: 423.698.8977 I muellercompany corn Plant Our Brands: Mueller®I U. S. Pipe Valve&Hydrant®I Jones®I Hydro-Guard® Form 131 9,F4J?6 Page 2 of 2 Mueller certifies that manganese bronze stems are manufactured under a controlled program and are in accordance with ASTM B138. Manganese Bronze ASTM B138;Alloy C67600 (H04) Chemical Composition Mechanical Properties Element Cu Fe Pb Mn Sn Zn Tensile Yield Elongation Minimum 57.00 0.40 0.50 0.05 0.50 Remainder 76,000 52,000 10.00% Maximum 60.00 1.30 1.00 0.50 1.50 Remainder Mueller certifies that valves wedges are encapsulated with SBR rubber manufactured under a controlled program and is in accordance with Mueller Rubber Specification R-88. SBR(Mueller Rubber Specification R-88);ASTM D2000 Specification Durometer Tensile Elongation Compression Set Minimum 73 2,000 200% 0.00 Maximum 83 ---- ---- 18.00 Mueller certifies the coating supplied with these valves is Mueller® Pro-GardTM Epoxy Coating, an exceptional fusion bonded epoxy electrostatically applied to valve internal and external surfaces to protect against corrosion. This coating is Sienna red in color, non-toxic and suitable for use with drinking water components. Mueller valves with Pro- Gard are certified to NSF 61 &372 and meet or exceed AWWA C550 requirements. Valves have a standard coating of ten mils nominal thickness. Mueller certifies that components for A2361 RWGV's are manufactured in accordance with Mueller Co. QA procedures which include but are not limited to relevant dimensional, visual, and functional inspection and verification. Respectfully, -- Anton Nas/edov Product Manager- Water Products Division Mueller Company 1401 Mueller Avenue, Chattanooga, TN 37406 PH 423-495-1234 Email:anasledov@muellercompanv.com Website:www.muellercompany.com Washington State �I/ Department of Transportation Request for A- proval.Of Material Contract Number FA Hunter N/A SR Duvall Ave NE Date CAG 20-065 . 01/07/2022 Section CTtte 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 tims;of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 072 PE Use. 91d Item ifatarial ar ?lane and Location.ofFabricator, Specification PEIQPL Hdgtr QP14 HQ Use Nat Product/Type „ Manufacturer cm Pit umber Reference Code Code B10 • Thrust Blocks Ash Grove 7-16 • 2 89:03 812.02 • .81'4.06 815.06 81'6.06 1517.10 i318.10 619:06 13,21.08 • • • • Project EngineedRepresentative , •� _1 Date State.Materials Engineer/Representative Date 1/11/2022 AccaptanceAction Codes for use by Project Engineer and State Materials Laboratory 1. cc pA ptanoe_Criteria: Acceptance based upon°Satisfactory'Test Report for samples of materials to be Incorporated Into ject 0 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria:. Catalog Cuts fir'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 forApprovalAction. . • 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acre ptance•Criteria. Remarks (PE): Mfr. Cert. Of Compilance-shall show cement mill test report number-and-admixture product&•dosage. (HO))arks ( 7-09.3(21) Concrete Thrust Blocking The Contractor shall provide the Engineer at least 1 Working Day advance notice before pouring concrete thrust blocking and 1 Working Day advance notice far inspection and Ls.ar?preval of all concrete blocking prior to backfillirig. .su_�.�_� .LPL.vti�._s�1i.rLh..���-�h,��h.�-�.��s..r*—�7 DOT Form 3507071 Project Engineer Dishibution Revised 03f2021 ['Contractor ❑Region Oporations•Eaginuer ❑Fabrication Inspection 0 Region Materlars El State Materials Lab.MS 47365 Washington State IN VFDepartment of Transportation Concrete Mix Design Contractor Submitted By Date Reed Trucking 1-7-2022 Concrete Supplier Plant Location Miles Sand&Gravel , Pacific, Kent Contract Number. Contract Name. Duvall Ave NE-,Renton This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 ; Remarks Can be used for Commercial Class Concrete Mix Design No. 0442A Plant No. 202.203V / Cementitious Source Plant Type,Class or Grade Sp.Gr. Lbslcy Materials - Cement AshGrove Seattle ASTM C 150 Type I/II 13.15 564 Fly Ash a DFEIC Alkali% GGBFS(Slag)a I-1 100 ❑120 ConcreteAdmixtures Manufacturer Product Est Range (oz/cy) Air Entrainment BASF MasterAir AE90 1-15 Water-Reducing Type A BASF MasterPolyheed 997 17-50 Water(Maximum) 246 Ibslcy Is any of the water Recycled.or Reclaimed? Yesd ❑✓ No Water Cementitious Ratio(Maximum) 0 44 Mix Design Density(pcf) 144.8 Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 5290 . Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) .031 ®Water'Soluble Acid Soluble Agency Use Only(Check.appropriate Box) XO 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 - �- i_ 1111/2022 PE Signature Date DOT Form 350-040 Distribution:Original- Contractor Revised 0112020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector Mix Design No. 0442A Plant No. 202,203 Aggregate Gradation Q AASHTO ❑Combined Nominal Maximum Size(In) Edit... Aggregates 1 2 3 4 5 Total WSDOT Source No.b B-329 J B-329 V Source Expiration Date b 06-2023\J 06-2023J ASR Expansion(%)b❑14 Day Q 1 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 100.00 J 100.00 100.00 1 inch 100.00 J 100.00 100.00 3/4 inch 78.00 / 100.00 86.88 1/2 inch 30.00 V 100.00 58.27 3/8 inch 8.00 / 100.00 vii, 45.15 No.4 0.10 V/ 98.00 \/ 39,64 No.8 0.10 V 84.20 34.06 No. 16 0.10 68.00 � 27.52 No. 30 0.10 47.50 19.24 No.50 0.10 22.80 J/ 9,27 No. 100 0.10 5.10 V 2.12 No.200 0.10 1.70 V 0.75 Fineness Modulus: 2.75 (Required for Class 2 Sand) Proposed ASR Mitigation Method: None Notes: a Fly ash or GGBFS is required for Class 4000P mix. b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%. No mitigation is required if the 1-year expansion is less than 0,04%.Proposed mitigation methods for 14-day expansions greater than 0.45%require ASTM C 1567 tests proving that the method is effective.See WSDOT Standard Specification 9-03.1_ c Stockpile gradation:AASHTO No.467,57,67,7,8;WSDOT Class 1,Class 2:or combined gradation stockpile sizes.See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 Distribution.Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector 1 V4 1 1OFFICE: 253.833.3705 FAX: 253.633.3746 400 Valley Ave NE MILES Puyallup,WA 98372-2516 SAND&GRAVEL Concrete Cylinder Report 1 Concrete Mix ID: 0442A AC!318 Performance Approva I S.- 'dStle • h: 4000 modification Facto 1.000 Number of Tests 30 Standard Deviation: 636 Average Ronge(PS1): 1711 Fcr=Ft 1.340): 4,852 Standard Deviation: 636 Fcrc Ft-+7.33(s)-500: 4,981 Coefficient of Variation,V: 9.2% Within-Test Std Dev(PSl1' 158 / v. Within-TestCoeff.of Var 2.3% Average 4.82 4.7% 67 53 4,220 5,290 Botch-to-Botch Std Dev(PSI): 616 mar: 675 7.0% 78 72 5,42o 6,890 Batch-to-Batch Coeff.of Var. 8,9% .11in: 3.50 0.0% 59 37 2.890 4.0(10 Date Slump Air CT AT 7 Day 28 Day 1 06/24/21 5.75 5.0% 75 63 3,880 4,980 2 06/22/21 5.25 5.0% 78 70 4,370 5,370 3 03/25/21 4.00 5.5% 70 47 4,120 5,430 4 03/05/21 4.50 5.3% 65 50 4,310 6,050 03/02/21 6.00 4.0% 60 43 3,970 5,400 a 02/24/21 6,75 7.0% 62 37 2,890 4,080 7 01/27/21 4.50 7,0% 60 45 3,850 4,880 8 01/06/21 4.50 5,1% 61 45 5,170 5,990 9 12/23/20 4.50 5.0% 63 41 3,980 5,300 i0 12/17/20 4.00 5.5% 59 47 5,030 5,870 11 11/23/20 4.50 5.0% 64 41 4,200 5,090 12 11/09/20 5.25 5.5% 63 43 5,420 6,890 13 08/20/20 5,00 4.2% 78 63 4,140 5,280 14 08/05/20 4.25 4.6% 64 64 3,230 4,290 15 07/31/20 5.50 3.5% 78 59 4,120 4,920 1n 07/28/20 6.00 5.5% 72 70 3,360 4,060 17 06/19/20 4.50 4.5% 76 72 3,510 4,400 18 06/18/20 4,00 4,2% 71 70 4,090 5,250 19 06/09/20 5.50 6.0% 68 54 3,740 4,710 20 06/09/20 5.00 6,0% 69 57 4,490 5,850 21 06/04/20 4.00 5.3% 63 60 4,690 5,560 22 06/02/20 4.50 5.1% 67 54 3,810 4,800 23 05/20/20 4.00 4.9% 70 52 4,130 5,570 24 05/06/20 5,00 5.1% 63 54 4,330 5,230 25 04/22/20 5.00 5,2% 67 52 4,930 6,090 26 04/20/20 3.50 64 52 4,970 5,690 27 02/17/20 5.00 66 43 4,690 5,830 28 02/17/20 4.25 68 46 4,890 5,770 29 02/03/20 5.00 4.9% 65 44 4,120 5,140 30 01/24/20 5.00 5,6% 64 50 4,210 4,950 ' Miles Sand & Gravel Company , WWW.MILES.ROCIIS EBASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer I Plant: Comments: Mix ID f Number 0442A Application: AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (Ib/yd3) (%by Mass) (Ib/yd3) 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 (fl oz/cwt) RETARDER: (fl oz/cwt) WATER REDUCER: (fl oz/cwt) MID-RANGE WR: POLYHEED 997 6.0 (fl oz/cwt) 0.0042 HIGH-RANGE WR: (fl oz/cwt) WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER: (fl oziewt) ASR INHIBITOR: (ga11y(13) CORROSION INHIBITOR: (gal/yd3) SHRINKAGE REDUCER: (galfyd) COLOR: (Ib/cwt) WATERPROOFING: I j (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) : 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.006 W-S CHLORIDE ION CONTENT(%of Cement) =I 0.031 / W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) ., 0.031 N/ D ■ BASF 03 30 00 Cast-in-Place Concrete We create chemistry 034000 Precast Concrete 03 70 00 Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90` Description Features MasterAir AE 90 air- • Ready-to-use in the proper concentration for rapid,accurate dispensing entraining admixture is for use in concrete mixtures. It Benefits meets the requirements of • Improved resistance to damage from cyclic freezing and thawing ASTM C 260,AASHTO M 154 and CRD-C 13. ■ Improved resistance to scaling from deicing salts ■ Improved plasticity and workability Applications • Reduced permeability-increased watertightness Recommended for use in: • Reduced segregation and bleeding • Concrete exposed to cyclic freezing Performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the is Production of high-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or lightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper concrete normally does mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method,"The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, 'Standard Test Method for Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. 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 factors that might influence the amount of air entrained include: water to air-entrained concretes. Late additions of waterinclude terriperature, cementitious materials, sand gradation, sand- the conventional practice of holding back water during batching aggregate ratio,mixture proportions.slump,means of conveying for addition at the job$ite.Therefore,.caution should be exercised and placement, consolidation and finishing technique. The with delayed additions' of water to air-entrained concrete. amount of MasterAir AE 90 admixture used will depend upon Furthermore, an air content check should be performed after the amount.of entrained air required under actual job condtions. post-batching addition of any other materials to an air-entrained . in a trial mixture, use 0.25 to 4 fl ozlcwt (16-260 mL1100 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 Carrosivity — Non-Ghtoride, Non-Corrosive: MasterAir AE 90 In mixtures containing water-reducing or set-control admixtures, admixture will neither initiate nor promote 'corrosion Of the amount of MasterAir AE 90 admixture needed may be reinforcing and, prestressing steel embedded in concrete,'or somewhat less than the amount required in plain concrete. of galvanized floor and roof systems. No calcium chloride or Due to possible changes in the factors that can affect the other chloride-based ingredients are used in the manufacture dosage of MasterAir AE 90 admixture, frequent air content of this admixture. checks should be made during the course of the work. Compatibility: MasterAir AE 90 admixture may be used in Adjustments to the dosage should.be based on the amount of combination with any BASF admixture; unless stated otherwise entrained air required in the mixture at the point Of placement. on the data sheet for the other product,When used in conjunction If an unusually high or low 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 ih 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 QF(-0.5°C).or higher.Although freezing does Dispensing and Mixing: Add MasterAir AE 90 admixture to the notharmthisproduct,precautionsshoialdbetakentoprotectitfrom concrete mixture using a dispenser designed for air-entraining freezing.If MasterAir AE 90 admixture freezes,thaw at 35"F(2°C) admixtures,or add manually using a suitable measuring device or above and completely reconstitute by mDd 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 perfcimniance,the àir-entraining admixture life of i8 months. Depending on storage conditions,the shelf should be dispensed On damp, fine aggregate. If the concrete life may be greater than stated. Please contact your local mixture contains fine lightweight aggregate, field evaluations sales representative regarding suitability for use and dosage should be conducted to determine the best method to dispense recommendations if the shelf.life of MasterAir AE 90 admixture the air-entraining admixture. has been exceeded. Safety:'Chemical goggles and gloves are recommended when transferring or handling this material. BASF Corporation Admixture Systems www.master-builders-soiutions.basfus 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 IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Additional Information 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 BASFt Construction strict liability or otherwise, is shipment.to purchaser of product Chemicals division is the.leading provider of solutions that equal to the amount of product that.fails:to meet this warranty or refund of the original purchase price of product that improve placement, pumping, finishing, appearance and performance characteristics of specialty concrete used in fails to meet this warranty, at the sole option of BASE Any the ready-mixed,precast,manufactured concrete products, "alarms concerning this. product must be received in'writing within one(1) year from the date of shipment and any claims underground 'construction and paving markets. For over 100 years we have offered reliable products and innovative not presented within that period are" waived by Purchaser. technologies, and through the Master Builders Solutions BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, brand, we am connected globally with experts from many INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. fields to provide sustainable solutions for the construction industry. Purchaser must determine the"suitability of the products for the intended use and'assumes all risks-and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice Including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and.advice. BASF reserves the right to make'any changes according to technological,progress or further"developments. The Purchaser of the Product(s) must test the product(s) for suitability for the. intended application and purpose before proceeding.with a full application Of the producf(s)..Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF •,,..AE 90 batamo Mavtr~Air AE 90 under the Mostar Butldars Soltrllono brand,affective J:munry 1,2014, to 6 BASF Corporation 2019 01/1 S®FRE-DAT 0018 '� BASF Corporation United Statesce�da BASF Admixture Systems 23700 Oh sin Bodevsrd 1000 Clerk Bau'avard Cleveland,Ortio 44122.5544 Brampton,Ontario 16T 4M7 www.master-builders-solutions.basf.us Td;s?oo 628-5B90a Roc 2113 930-B821 Td:800 317.5862 a>~a)a 792-01351 page 3 of 3 Engineer Addition gWashington State Department Qf January 10.2027 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation iformerly: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 13y: Date: • al ® BASF 1a3 3"a Cast-In-Piave Concrete: f I O3 4o Di) Precast Concrete We create chemistry 03 70 00 Mass Concrete MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Formerly PolyHeed 997* Description. Features i Masteiftly rev f9a7` a True mid-range water reduction(5-15%)and excellent performance across a wide slump I;admixture;is*patehted, range,especially the difficult slump range of 5-8 in. (125-200 mm) r rxrultiicamPoner t,,In',d �,: .�:.,. � ., �;_ ... ,� �« ■ Superior workability r pumpability and t'inish8b€lity/.qualities even in concrete mixtures ran4.0101er-r lucin0 t".. - �:-.-,,,: . :-� . containing low amounts of e�emsntitious materials admixture. fulasterPoiyheed . • 997*,admixturerfbets , . rt Superior finishing characteristics for residential/commercial flatwork and formed surfaces Aptiiii:64947e"494M� •requirements cif,, pefA,, . Benefits water-reducing,,and Type,E. " ■ Significantly reduced placement and finishing time resulting in lower in-place I-,higrktrangerwater:reducingp.: concrete costs atirriixtures: * Higher strength at all ages ,4pplicattons ., ' a Enhanced concrete durability °RecQ mmendedfor use in: a Increased service life of concrete structures a Ali*ricrete appfic`atior s. wineTsupior ' Performance Characteristics °+;vdrkability,�punipabiiity. Mixture Data:500 ib/yd§(295 kgtm)of Type I cement;slump 6-7 in. (150-160 mim);5-6%air; kand,finishability;qualities= concrete temperature 70°F(21 °C);ambient temperature,70°F(21 °C}. j are`desired;in:particular;° . setting Time Performance' f tiatworik;putiripea4, • coriciete-and pervious.-. Initial Set Difference 'concrete, Mixture (h:min) (h:min) *`-015nd to containing • Reference 6:01 — manufactured'saridand, MasterPoiyheed 997 admixture @ f harsh. oncrete:m tur eI: c 5 fl,Oz/CWt(325 mU100 kg) 6:22 +0:21 1 10 fl critcwt(650 mU100 kg) 8:57 +0:56 15 fl oz/cwt(980 mU100 kg) 7:31 +1 30 r i " i' i, : i 1 MASTER *BUILDERS .. .,_,„ a ',_ii.:iLi SOLUTIONS • MasterPolyh bed 997 Technical Data.Sheet . . . „ CompresSive Strength,psi(MN) Storage and Handling Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes, • thaw at 35 °F (2 °C) or above land completely reconstitute 332°'22'9- by mild mechanical agitation. Do not use pressurized air for MasterPolyheed 997 admixture(di agitation. 5 fl oziewt(326:ml/100 kg), 3060(21.1) .3930(27.1) Shelf Life: MasterPolyheed 997 admixture. has a minimum 10 fl ozlicwt(6.60 mU100.1(g) 3740.(25.8) 4610(31.8) shelf life of 18 months. Depending.on storage obriditiors, the 15 fl oziewt(980 mti1.00 kg) 4620(31..9) 5460,--rA7.7) shelf life may be greater than Stated:Please contact your local Note: The data shown are'based on controed laboratory tests, sales'representative regarding:suitability:for use and dosage Reasonable variations from the results shown here(na)l be.experfenc9d recommendations if the shelf life MasterPolyheed '997 „a result of differences,in concrete making Materiels and jobsito admixture has,been eXceeded. condition:s. Packaging Guidelines for Use. MasterPolyheed 997 admixture is supplied in 55 gal (208 Dosage: MasterPolyheed 997 admixture has arecommended drums,.275.gal(1040 L)totes and by.bulk delivery. dosage range of 3-15 fl cz /cwt (195-980 mL/100 kg) of cernentitious material formost concrete mixes: Related Documents As the dasage.of MasterPolyheed 097 admixture increases to Safety Data Sheets: MasterPOlyheecl907 admixture 15 fl oz/cwt(980:m11100 kg)Of cemerititious materials,normal concrete setting.characteristics are maintained.and early and • • Addl I ultimate compressive.strengths increase. itiona nformation BASF does not recommend the use of dosages outside the For additional information on MasterPdlyheed 997 admixture or - its. useint cievt.elop ingconcretemixtures with specialpe.rformance recommended renge without trial testing. .COnsutt your local arac ens!Gs, contact.your locatsaleerepresentative, sales representative.for assistance in determining.the dosage 11 for optimum performance. The Admixture 'Systems business.of SASF's Construction Chemicals division is the leading provider of solutions that Product Notes improve placeinent, pumping, finishing, appearance and performance characteristics of apecialty..conCiete used in Corrosivity Non-Chloride, Non-Corrosive: MasterPolyheed the ready-mixed,precast manufactured concrete 997 admixture will neither initiate nor promote corrosion of underground construction and paving Markets. Far over reinforcing or prestressing steel. embedded. in concrete, or 100 years we have Offered reliable produCfs 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 Afirrpaure Systems www./qaster-builders-splutions,bastus 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,INCLUpINGWARAANtIES OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSEWITH RESPECT TO ITS PRODUCT& The sole and exclusive remedy of Purchaser for any claiin concerning this product, including but not limited to, claims alleging breach at 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 MD 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, especially patent rights, nor shall any legal relationship .be created by pr arise from the provision of such information and advice. BASF reserves the right to malce,any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and Purpose. before proceeding with a full application of the product(s).Performance Of the product described herein should be verified by testing and carried out by qualified experts.. •pctyl.r.cd$9?became MmtcrPotylvtd 997 undcr the Mast°,9uiIv Saltionr,t:mr.d, .:Ignwry 1,2014, airai pAsr Corporation 2015 II pia a PIRE-Og-0080 BASF Co ihtled Stales anode rporation 237C0 Chagrin Boulevard 1890 Clerk Bedew:id Admixture Systems atoMand,Chic 441 -5544 Brampton,CrAago LOT OF www.master-builders-solutions.bastus Tel.800 628.04300 0 Fax;216 O0$•8821 Ti;800 2,87.5862 0 Fax;1305 702-1:651 page 3 of 3 • Y YYYYY� (Engineer Addition ® Washington State Department of January 10,2022 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: CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E., Suite 102,Puyallup,WA 98372 Tel N 253-383-8778 1 Fax a 253-770-8232 webeite:*we.ct va.corn MISC. LABORATORY TEST REPORT CLIENT Miles Sand& Gravel REPORT DATE December 28, 2021 PROJECTn Y MISC. TESTING HOER 268 PRWECT ADDRESS NIA 4303 PROJECT NUMBER CONTRACTOR N/A WORK N/A cCONTRRAC NIL% PURCNASE JC9CEEK N/A °mot pRoER NO N/A %AMER �W MATERIAL INFORMATION . REQUESTI n ASTM C117.C123,C142,Wood Waste OBTAINED DATE 12-09-2021 MATERIAL AASHTO Grading#57(% Washed) cerAINtC BY Client-Alex B. SOURCE Canyon Pit,8-329 SUeMiTED 3, Client-Alex B. OF SAMPLE LAE r•uRaEcry 21-1730 S Stockpilr,FSER OFFLOCATION SUPPLY e E. \:. - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& %W000 FRIABLE 0.0 %REQ.%REQ. 2.0 fT18% 0.00 0.05 m8X COARSE FINE PARTICLES WASTE FINE AGGREGATE %REQ. #200 SCREEN 0.3 x REQ. 1.0 max SIZE %LOSS SZE %LOSS ANGULARITY SAND EQUIVALENT ORGANIC 4"-3 h IREF.METHOD) X REQ %REQ. IMPURITIES Light Weight Pieces, LOOSE UNIT Specific Gravity 2.0 0.0 %REQ. 2.0 max WEIGHT x REQ. i 3 W-3' (coal&lignite) i WT.PER DEGRADATION %REQ. ( CUIFT %REQ. 3 -2 W RODDED 2'W-1 W #4-#8 FRACTURE FRACTURE 1 %"—%" -#16 (SINGLE FACE) (DOUBLE FACE __ _ - _ SIZE RESULT SIZE RESULT %"—318' I #16-#30 %REQ. %REQ. 3/8"-#4 #30-#50 . I ,— %RED. %REQ. TOTAL TOTAL ATTERBERG UMITS Requirement: PLASTIC %REQ. LA ABRASION UNIT(PL) UQUID %REQ. Grading: Result: LIMIT ILL) _ PLASTICITY • %REQ. %REQUIRED INDEX{PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY "Y.ABSORPTION OVEN DRY %ABSORPTION Flat&Elongated RESULT(S)/STATUS Ratio: Flat: By Weight® Elongated: By Pieces ❑ Flat&Elongated: Total: Requirement: aE.,,r,r-o ...r:car DY LAB REMARKS EQUIPMENT SET II 2, 13, 14 TECHNICIAN B. ROwdenlfr: 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) • 011132 CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E., Suite 102, Puyallup, WA 98372 Tel#253-383.8778 t Fax#253.770-8232 web.ite: c.vv,ct Na c3rn MISC . LABORATORY TEST REPORT t;uENr Miles Sand& Gravel RePORt DATE December 28, 2021 PROJECT MISC.TESTING REPORT 266 TITLE NO/6ER PROJECT ,ASS N/A PROJECT 4303 CONTRACTOR NIA • ORDER o. N A DER`a p N/A `�r, NIA "e ER N A MATERIAL INFORMATION TESIREQUESTED ASTM C40,C117. C123.C142 oe�ATE , D 12.09-2021 MATERIAL Concrete Sand(Budding Sand) OBTAINED BY Client-Alex B. SOURCE Canyon Pit,B-329 SUBMITTED BY Client-Alex B. _. _ Of SAMPLE LAB NUMBER 21-1728 . LOCATION - ._. . . OF SUPPLY Stockpile ':.0.4LI}8ER MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& 'WASTE FRIABLE 0.0 ';a REQ. :I 0 max %REQ. COARSE FINE PARTICLES J �_. WASTE j FINE AGGREGATE X,REQ. #200 SCREEN 1.5 I %REQ. 2,5max ME 7%LOS$ IlKS %LOSE ANGULARITY SAND EQUIVALENT %R� ORGANIC Plate#1 °x REa. #3 max q _3 y' IREF METHOD} IMPURITIES • • Light Weight Pisces, LOOSE UNIT 1 1 Specific Gravity2.0 0.0 %REQ. 1.0max %RE WEIGHT Q. 3'A"-3' (coal&lignite} ' WT.PER 7 - ----- DEGRADATION ",REQ. CUIFT %REQ 3'—214' RODDED 2lh"-1 Yz" #4-#8 FRACTURE FRACTURE (SINGLE FACES (DOUBLE FACE) 1 '.4" V...' . If8.#16 SIZE 1 RESULT SIZE RESULT . - 18' #16-#30 k,RE q. %REQ. TB' #4 #30-#50 k,REQ 1L REQ. TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC %REQ. LA ABRASION LIMIT IPL{ LIQUID " REQ. Grading: Result: LIMIT ILL) PLASTICITY REQ. 1 %REQUIRED INDEX(PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD AFT"!ent SSD Apparent OVEN DRY %ABSORPTION L OVEN DRY %ABSORPTION Flat&Elongated RESULT(S)/STATUS Ratio: Flat: By Weight :4 Elongated: By Pieces ❑ Flat&Elongated: Total: Requirement: REVIEWED BY/APPROVED BY LAB REMARKS ___- EQUIPMENT SET d 2, 13, 14, 16 TECHNICIAN B. Rowdenldr. 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) � Washington State WSDOT MATERIALS LAB 07/3 1/20 i& V!/ Department of Transportation Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-329 Lessee: Known as: Miles Canyon Road Pit Located in: E1/2SE1/4SE1/4,E3/8NE1/4SE1/4 Section 24 T20N R3E County: Pierce Remarks: Mineral Agg.and Surfacing: Test Date: 11/07/2014 Expiration Date: 11/07/2019 Absorption:1 03 Apparent Sp.G,:2.751 Bulk Sp.G.(SSD):2.703 Bulk Sp.G.;2,676 Deg 79 IA_11 Remarks: Currently approved as a source of aggregate for; ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfac mg Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A MA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary Portland Cement Concrete Aggregates: Test Date; 06/20/2016 xp,fation Date: Jail/QI Q23 ASR-14 Day:0.51 ASR-One Year 0.02 CCA Absorption.1.02 CCA Sp.G:2.69 Deg:72 FCA Absorption:2.04 FCA Organics;1 FCA Sp G-2,641 LA 11 Remarks: 1-Year ASR Results expire 08/04/2019 -ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap,Quarry Spells, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.. Bulk Sp G.(SSD): Bulk Sp.G.: Deg. LA: Remarks: NOT Approved for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Absorption;1.02 Apparent Sp.G.:2.737 Bulk Sp.G.(SSDk 2.69 Bulk Sp.G.:2.662 Deg 72 LA 11 Resrwrks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Bulk Sp.G.(SSD):2.69 Deg:72 LA:11 Remarks: Contact RME to determine if Resistivity, pH,Chlorides, or Sulfates testing is required Currently Approved for: Gravel Borrow for Sir Earth Walls Gravel Borrow for Sir Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 National Ready Mixed Concrete Association qr Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Pacific Plant 202, Pacific, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures (iv of GHA9iFs /r ` `/? , v�� WASy��Cr r /v`f emsIcitr Signature of Licensed Professional Engineer ll IC, 9 ;� January 21, 2021 April 18, 2023 'd ill 64:41. F $jfL�t,s,, ( .��F Inspection Date Certification Expiration Date Ix, SUBMITTAL REVIEW This company will maintain these facilities in court and will correct promptly an eficiencies which develop. X No Exceptions Taken Make Corrections Noted ".-e-t\- ti- Amend & Resubmit/`7 Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official does not relieve the Contractor from NOTICE:Thy Check List.diraMs only that plot f aresatwfasory responsibility to comply&conform mancedlhe cane r "air sPecrkatlo"requirement°"rust be vbrdlled byMull m°pa' with the Plans, Specifications. and This cedilla*is issued by the Notional Reedy Mixed Concrete Assoc�bn a Contract Documents meets of the NRMCA CertlFnYon of Reedy Mixed Concrete Production Fealties,0C3.Un illiab t in legal scion. Plant ID#:801670 4(="r`y tir Oe6oa•sue'Iran. 7133 ID 1965,1992,2001, CONSLLT�>o;;EtGINE_R5 By MB Date:1/10/22 National Ready Mixed Concrete Association 66 Cani Vlrglnle 22314 • National Ready Mixed Concrete Association c 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 4?eady Mixed Concrete Production Facilitie,s. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cemendtious Materials,Aggregate, Water, and Chonica I Admixtures • pN— CHA wAsy,„4:•4-ve, „5. Afo - z ° z 7.• Signature of Licensed Professional Engineer • 4 ,51, Sqz,e31734:si january 19, 2021 March 19, 2023 4 Inspection Date certification Expiration Date This company will maintain these facilities SUBMITTAL REVIEW in comi and will correct promptly fly deficiencies which develop. X No Exceptions Taken Make Corrections Noted • Amend &Resubmit Rejected-See Remarks Signature of Company Official Official IMPORTANT NOTICE:This review does not relieve the Contractor from lrmance 0:f ttio NOTICE:The Check List[tickets&orily at plant th facilities are satisfactory concrete wraith specification*dements must be tamed by usual inspet responsibility to comply&conform with the Plans,Specifications,and This certificate is issued by the National Ready Armed Co sscciation a Contract Documents. went old* NRMCA Certification of Ready Mixed Concrete Production Facaties,0C3.Ur tin legal action, Plant ID#:801815 4Grray&Osborn ,Lam i890 ©1965,1992,2001, CONSULTING ENGINEERS Date:litlp/22 National Ready Mixed Concrete ASSOCiati011 66 Cam By:MB Virginia 22314 ASH GROVE Mill Test Report Plant Seattle • Coment.Typo GU&WI Low Alkali Date 21-0d-21 Production Period September 1,2021-October 1,2021 Certification No. 2021-17 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tablas 1 and 4 CHEMICAL PHYSICAL Spec.Umit Spec. lest Spec.Limit Spec. lest Item TypoGU Limit Result Item Typo GU Limit Result SIO2(%) A A 19,9 Air cantent.of mortar(voiunio%) A 12 max 6 Al2O3• (%) A 6,0 max 4.8 Blaine fineness(m2ikg) A 260 mia 383 Fe2O3(%) A 6.0 max 3.4 %Passing 325 mesh 72 min0 A 96.8 CaO(%) A A 64,7 Aiitoclave expansion(%) 1.0 max 0.80 max 0.10 Mg0(%) 5.0.max 6.0 max 0.7 Compressive strength MPa(PSI) mire min •S03(%) 3,0 max 3.0 max 2.8 'Utley A A 14,9(2160) Ignition loss(%) 3.0 maxF 3.5 max 2.9 .3 Days' 14.5 12.0 :27.4(3970) Na20(%) A A 022' 7 Days 20.0 19.0 35.2(5100) K20(1%) A A 0.34 28 Days 26.5 A 43,5(6310)° insoluble residue(%) 1.5 max 1.5 max 0.40 Tinned setting(minutes) CO2(%) A A 2.0 Vicat Initial not less than 45 45 100 Limestone(%) 5 max 5.0 max 4.6 Final not more than 375 375 177 CaCO3 in limestone(%) A 70 min 98 Heat of.hydration(calig) Inorganic processing addition(%)A 5.0 max 0.8 7 Days A A 69.8 (Baghause Dust) Potential phase composition(%)c C38 A A 57 C2S .A A 13 G3A A 8 max 7 C4AF A A ' 10 C4AF+2(C3A) A A 24 G3S+4,75(C3A) A A 90 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec,omit Spec. test Spec.Limit -spec. Test Item Typo GU Limit Result Item Type GU Limit Result Equivalent alkalies(%) A 0.60 max 0.44 False set(%) A 50 min 86 ANot applicable. 'Yost result represents most recent value and Is provided for Information only. cAd)usted per A1,6, °Fineness: 45um sieve,maximum.%retained,.28. 'The repotted 26 Days are for the previous production period. • • 'An ignition loss of 3.5%maximum is allowed provided the cement at 550 t 25°C,show a loss in mass of no more than 3.0%. ADDITIONAL DATA inorganic Processing Addition Data Type Baghouse Dual Amount(%) 0.8 .8102(° ) 14.8 AI203(%) 6.5 Fe203(%) 1:5 CaO(%) 40:9 S03(%) 0.7 Base Cement Phase Composition Gas(%) 61 C2S(%) 14 C3A(%) 1 C4AF(%) 11 We certify that the above described cement,at the time of shipment,meats the chemical and physical requirements of the ASTM C I501C150M-18 specification and the GSA A3001-13 Type GU specification. Signature: Title: Chief Chemist Edward C.Rafacx 3801 E Marginal Way S.Seattle,WA 98134; Ph:(206).623-5596; Fax:(206)623-5355 EngoneerAddition :; 0 Washington State DDpartment of January IQ,.2022 Qualified Product List. Contractor Product Information Contractor: Contract No: I • Sub Contractor; 11 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-154.) 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,.20.12. To be completed by the field inspector: Quantity: _ Verified By: Date: 117Wadhington_State 1.0 Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 12/14/21 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,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# 077 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B14,15,17 GATE VALVES MUELLER CO. 7-16.1 2;8 B16 LRG GATE VL MUELLER CO. 7-16• .1 2,8 B14-B17 VLV STEM EX PROSELECT 9-30.3(1) 3 Project Engineer/Representative Date. State Materials.Engineer/Representative Date ---J 1/1712022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2., Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 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. 0Source Approved: Please ensure that valves conform to all the requirements of S.P.9-30.3,including. being Stamped'with"NSF APPROVED"and satisfying AWWA C590 and C515 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Affidavit of Compliance shall state compliance with AWWA C509 or C515 Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 0Contractor ❑Region Operations Engineer 0 Fabrication Inspection 0 Region Materials 0 State Materials Lab-MS 47365 B14,B15, B17 PRODUCT SPECIFICATIONS A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" Raab Omeetka 1. GENERAL CLASSIFICATION 1.1 Mueller® Resilient Wedge Gate Valves comply with ANSI/AWWA C509 where applicable. 1.2 Mueller Resilient Wedge Gate Valves are approved by Factory Mutual Research Corporation (FM). 1.3 Mueller Resilient Wedge Gate Valves are listed by Underwriters Laboratories, Inc. (UL). Valves with actuators are not listed. 1.4 Mueller Resilient Wedge Gate Valves are tested and certified to ANSI/NSF Standard 61 & 372. 1.5 Mueller Resilient Wedge Gate Valves are suitable for potable water applications. 1.6 Mueller Resilient Wedge Gate Valves are iron body, fully encapsulated resilient wedge type. 1.7 Mueller Resilient Wedge Gate Valves are manufactured in the U.S.A.. at an IS09001 Certified factory. 2. SIZE RANGE, WORKING TEMPERATURE &WORKING PRESSURE 2.1 Sizes: 2"thru 12" 2.2 Working Temperature: 33° F minimum to 170° F maximum. 2.3 Working Pressure 2.3.1 350 psi for AWWA/UL/FM. 3. TYPE OF VALVE 3.1 Mueller Resilient Wedge Gate Valves are non-rising stem or post indicator type. 3.2 Mueller NRS Resilient Wedge Gate Valves are offered with 0-ring stem seals. 3.3 Mueller Resilient Wedge Gate Valves are offered to open either left or right. 3.4 Mueller Resilient Wedge Gate Valves have a 2"square wrench nut complying with AWWA C509. Optional hand wheels are available. 3.5 Mueller Resilient Wedge Gate Valves of the non-rising stem type and post indicator type are offered with the following end connections: 3.5.1 Flanged Ends (2" thru 12") with flange drilling complying to ANSI B16.1 Class 125 (ISO PN10/PN16 drilling optional). 3.5.2 Flanged Ends (3" thru 12") with flange drilling complying to ANSI B16.1 Class 250 (ISO PN25 drilling optional). 3.5.3 Standard Mechanical Joint Ends (2", 3"thru 12") for cast iron pipe or ductile iron pipe with end dimensions complying with ANSI/AWWA C111/A21.11. 3.5.4 Slip-On Joint Ends* (4" thru 12") complete with Mueller Slip-On Gasket, complying with ANSI/AWWA C111/A21.11. Fits plain end of classes 150, 200 and 250 cast iron; ductile iron, and classes 150 and 200 cast iron O.D. PVC**. 'Design and dimensions of the joint are manufactured under license of U.S.Pipe and Foundry Company. 'When using DI O.D.PVC pipe,the gaskets supplied by Mueller Co.must be used with this valve connection. 3.5.5 Radial Compression Joint Ends (2"thru 8")for I.P. size PVC pipe. 3.6 Mueller Resilient Wedge Tapping valves (2", 3"thru 12") have an inlet flange complying with ANSI B16.1 Class 125 and MSS SP-60, and are offered with a Standard Mechanical Joint outlet end with dimensions complying with ANSI/AWWA C111/A2.11. Form 13209 r09-18 page 1 of 3 PRODUCT SPECIFICATIONS A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" 'a''"Cs°°'dini 3.7 Mueller® Resilient Wedge Cut-In valves (4"thru 8") have D-150 Mechanical Joint Ends with two specially designed gaskets to fit either of two diameters of Cast Iron or Ductile Iron Pipe; duck- tipped rubber gasket for Class 150 pipe, or plain rubber gasket for Class D pit cast pipe. 4. MATERIAL SPECIFICATIONS 4..1 Cap screw-Stainless Steel, Type 316. 4.2 Wrench nut.-Ductile, ASTM A-536. 4.3 . Handwheel-Cast Iron, ASTM A-126, Class B. 4.4 Stuffing box-Cast Iron, ASTM A-126, Class B. 4.5 Stem 0-rings-Nitrile, ASTM D2000. 4.6 Anti-friction washers-Acetal.Copolymer. 4.7 Stem-Manganese Bronze, ASTM B138 Alloy C67600. . 4.8 ' Bonnet-Ductile Iron, ASTM A-536. . 4.9 Bonnet seal . 4.9.1 ' 2"thru 3"--Flat gasket,Neoprene, ASTM D-2000. 4.9.2. '4"thru 12"-0-ring, Nitrite,.ASTM D-2000. 4.10 Stuffing box bolts&nuts-Stainless Steel, Type 316. 4.11 Bonnet bolts & nuts-Stainless Steel,Type 316. 4.12 Disc nut-Bronze, ASTM B-584 Alloy. 4.13 Guide cap bearings-Acetal Copolymer: 4.14 Disc 4.14.1 2"thru 3"sizes-Cast.Iron, ASTM A-126, Class B. 4.14.2 .4"thru 12"sizes-Ductile Iron,ASTM A-536. 4.15 Disc encapsulated SBR ASTM D-2000. 4.16 Body Ductile,Iron, ASTM A-536. 4.17 Coating Inside and outside of valve fully coated with Mueller PRO-GARD® Fusion Bonded Epoxy: Coating complies with ANSI/AWWA C550 and is certified to ANSI/NSF Standard 61. 5. DESIGN.FEATURES 5.1 Fully unobstructed, oversized flow-way-the sealing mechanism is withdrawn from the flow- way in a full open position. No pockets in bottom of flow-way to trap sediment or debris.The flow- way will permit passage of full-sized shell cutters. , 5.2 Bronze Disc Nut- all valves. 5.3• Anti-Friction Washers on non-rising stem valves- Located above and below the thrust collar portion of the stem to reduce friction and provide more effective.conversion of operating torques into seating loads. 5.4 Stem for non-rising stem valves,with 0-ring Seals-One 0-ring is located below the thrust collar of the stem and two are located above the thrust collar,with the uppermost serving as a dirt seal (4" thru 12"). The 0-rings and thrust collar are factory lubricated. The two primary 0-rings seal the thrust collar area from outside contaminants and water, and retain an ample amount of lubricant on the thrust collar and anti-friction washers to reduce operating torque and wear. Form 13209 r09-18 page 2 of 3 PRODUCT SPECIFICATIONS , A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" RAM "°ai 5.5 Stem—The threads on the bronze stem are Acme form threads for strength and efficiency.The stem thrust collar is made integral with the stem--and is formed by a heat upset operation. 5.6 Upper Stem 0-ring Replacement—The two 0-rings above the thrust collar of all Mueller®Resilient Wedge Gate Valves can be replaced with the valve in the fully open position, under pressure, with no leakage. 5.7 Corrosion Resistant — all inside and outside cast iron surfaces are coated with Mueller PRO- GARD® Fusion Bonded Epoxy Coating, 10 mils nominal. Mueller PRO-GARD® Fusion Bonded Epoxy Coating is non-toxic, imparts no taste to water, and complies with ANSI/AWWA C550. Valves are certified to ANSI/NSF Standard 61. 6. OPTIONAL FEATURES 6.1 Mueller 2362 Resilient Wedge Gate Valves can be furnished with the following optional designs or features: 6.1.1 Gearing—Bevel and Spur gearing available on 3"thru 12"valves.Bevel-geared valves are for horizontal installations; spur-geared for vertical. Geared valves provide an additional bearing to support the extreme end of the stem. 6.1.2 Position indicator—Available for NRS valves 3"and larger. 6.1.3 Stem—Silicon bronze-ASTM B98 C66100;-304 Stainless Steel or 316 Stainless Steel. 6.1.4 Disc encapsulation &0-rings—EPDM ASTM D2000. 7. TEST PRESSURE 7.1 The pressure test on each Mueller Resilient Wedge Gate Valve meets the requirements of AWWA Standard C509 for Resilient Seated Valves. 7.1.1 Each Mueller Resilient Wedge Gate Valve is subjected to two pressure tests. The seat test is at the working pressure of AWWA valves and 1-1/2 times working pressure of UL Listed valves. Shell tests are at 2 times the working pressure. 7.1.2 Pressure tests at the working pressure shall show NO leakage past the seat from either side of the wedge or at the flange joints. Pressure tests at twice the working pressure shall show NO leakage through the metal or flange joints. 7.1.3 Test pressures are as follows: 525 psi seat test, 700 psi shell test. Waller Water(U.S.)1.800.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 Co. www.muellercompany.com www.muellercanada.com www.muelter-intemational.com moreinfo@muellercompany.com more-info@muellercanada.com international®muellercompany.com Copyright 2017 Mueller Co.,LLC.All Rights Reserved.The trademarks,logos and service marks displayed in this document herein are the property of Mudllor Co.,LLC,its Abates or other third parties. These producisare intended foruse in potabtewaterapplicahons.Pieria ccntactyour MueuerSales or CustomerServrce Representativeconcemmganyotherapptication(s). Form 13209 r09-18 page 3 of 3 From RAM 039 ru UPI r __71116i-1 list, ,Hn" gas t tt II won Y } +NIw1'�" 1 tlir -I row 't„- ttMt'M Iai *-1 r }uM �- ■• i tlw l$In Mlti ( ::111 tit*tit iltit.INi N01.13 ■■ •• ! �IIN 1 -ISU ttfs S"itl,Imi,MP. ACttll I. _ , IIi1K41Y IIY,I I ,WI �� $ IIIIrt I I IKI.il IrI u,I' Nllt lArt1N{*tR !A 311 • 4 }ion I I to I{(1,I!{{t,•NN IIr�tO {H I 1 YYt11H.Y1 ♦a r �� rNI�N•MIMMI 1 '1 I 1 it Y y r/■ ' NO ON ; 1•S a MP 1,1„ 'I IIYRII ' ' i 4.tiW 1 �.�J N YII IIl Ia (... _.._-_ I ' f . I �L `4.;:r.',..-;- N.min 0,I,, .1•.Mf1, Nf.�u la ;IGI uM ! LI r \ e \ l FLANGE EyDB__, 11 +.S 'Ve L•C E.3 Irri.d'' r iVAI1 0 FLAMBE X MECH JOINT cos1` w <I _, MECHANICAL JOINT ENDZ 11, n oq • U 1TI ® -r� ►I of n o t i 6— SUBMITTAL REVIEW �F ,_. 1uhiII1h!� iFat' C.. PM:— X Make Corrections Noted tar � I Amend&Resubmit ., ,,,.,� •• r Rejected-See Remarks ; SLIP-ON ENDS •— _.._..... FLANGE X SLIP-OH ENDS IMPORTANT NOTICE This review I does not relieve contractor from his NM w{••w/•w responsibility to comply&conform �" `�' • P+ tY P Y r • . • If 1 r I 1 • r • • 5, With the Plans.Specification,and 4 ,M q H 1 f1 I 1 N'1 q+ y 1 lit .i-3-4;: �1N 1,�2�til, 1,m i.M i li r R y. I tI S r ( If �B -----�, i Contract Documents, IJt :1 41 : ;:{S::: I:.1fi ,`i.s"I$t. 'r.H ..,i 1 H�' Ik, " ` M EN MN 1•CIO'I,tS +).N IS.{ !. 1!.`I •t ! M N f N NJ APPR(IYIlieb ._.._ .,... , C3nr sy Lic alabOarlrlie,IXXc, " I s'.ro CONSULTING ENGINEERS Mika*� ` Please ensure that valves conform to all the requirements By- ABZ Date 9/24/2021 of S.P.9-30.3,including being stamped with'NSF APPROVED"and satisfying AWWA C509 and C515. BID ITEM B-16 SUGGESTED SPECIFICATIONS Mueller Co. LARGE GATE VALVES, 14" - 54" aiawa. ' 1. Resilient Wedge Gate Valves (RWGV) shall meet or exceed all applicable requirements of ANSI/AWWA C515-15. Valves shall be UL Listed', FM approved2 and certified to ANSI/NSF 61 & 372. 2. 14"-16" valves shall have an AWWA, UL and FM working pressure of 250 psig. Valves shall be shell tested to 500 psig and seat tested to 375 psig. 18"-24" valves shall have an AWWA and FM working pressure of 250 psig and a UL working pressure of 175 psig. Valves shall be shell tested to 500 psig and seat tested to 375 psig. 30"- 54" valves shall have an AWWA 250 psig working pressure. Valves shall be shell tested to 500 psig and seat tested to 275 psig. 3. Valve type shall be Non-Rising Stem (NRS). 4. Valves shall have an arrow cast on the operating nut or hand wheel showing opening direction. The direction of opening shall be as specified. Valves 30" or larger require a bevel or spur gear actuator. 5. Valves shall be provided with a 2" square operating nut. The bolt that attaches the operating nut to the stem shall be recessed into the operating nut so as not to interfere with valve wrench operation. 6. Valves shall have 316 Stainless Steel bolts and nuts for the stuffing box and bonnet. 7. Valve stems shall have at least one "anti-friction" thrust washer above and below the stem collar to reduce operating torque. Valve stem design shall be such that if excessive input torque is applied, stem failure shall occur above the stuffing box at such a point as to enable the operation of the valve with a pipe wrench or other readily available tool. Valves with two-piece stem collars do not meet the requirements of AWWA C515-15 and are unacceptable. 8. Valve stems shall be made of acceptable bronze material as required by AWWA C515-15. Valve standard stems are as follows: 14"-16" ASTM B138 18"-54" ASTM B584 Optional stem materials may be: a. 304 Stainless Steel bar stock or casting b. 316 Stainless Steel bar stock or casting 18-24"RWGV's without gear actuators are UL Listed 14-24"RWGV's are FM Approved Form 13896 r2-18 page 1 of 2 SUGGESTED SPECIFICATIONS Mueller Co. LARGE GATE VALVES, 14" - 54" ,;,me,,us' 9. Valves shall have an o-ring sealed stuffing box. Two o-rings shall be placed above and one o-ring below the stem thrust collar. The thrust collar shall be factory lubricated. The thrust collar and its lubrication shall be isolated by the o-rings from the waterway and from outside contamination providing permanent lubrication for long term ease of operation. Valves without a stuffing box or valves without at least three stem o-rings are unacceptable. 10.The valve body, bonnet, stuffing box, and disc shall be composed of A536 Grade 65-45 minimum ductile iron. The body and bonnet shall also adhere to the minimum wall thickness as set forth in AWWA C515-15 Table 2, section 4.4.1.2. Wall thicknesses that do not meet AWWA minimums are not acceptable. 11.The valve disc and guide lugs must be fully (100%) encapsulated in 14"-16 SBR ASTMD2000 and 18"-54" EPDM ASTM D2000 rubber material. The peel strength shall not be less than ASTM D-429 (Method B) required 75 pounds per inch. Guide caps of an acetyl bearing material shall be placed over solid guide lugs to prevent abrasion and to reduce the operating torque. 12.18-36" valves shall have all internal and external ferrous surfaces coated with a fusion bonded thermosetting powder epoxy coating of 10 mil nominal thickness. Valves 42" and larger shall have internal and external ferrous surfaces coated with a liquid epoxy of 5 mil nominal thickness. Coatings shall conform to AWWA C550. 13.Valves shall be warranted by the manufacturer against defects in materials or workmanship for a period of ten (10) years from the date of manufacture. The manufacturing facility for the valves must have current ISO certification. SUBMITTAL REVIEW NRS Gate valves shall be MUELLER' A2361 series or approved equal. No Exceptions Taken X Make Corrections Noted NRS Tapping valves shall be MUELLER" T2361 series or approved equal. Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform Please ensure that valves conform to all the requirements of A, with the Plans, Specification, and S.P.9-30.3, including being stamped with "NSF APPROVED" Contract Documents. ( and satisfying AWWA C590 and C515 dray&Osbomc, CONSULTING ENGINEERS By DRS Date:1/17/22 PAudkw Co. Water(U.S.)1.800.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 www.muellercompany.com www.muellercanada.com www.mueller-intemational.com IOW Commis' moreinfo@muellercompany.com more-info@ muellercanada.com international@muellercompany.com Copyright©2016 Mueller Co..LLC.All Rights Reserved.The trademarks,logos and service marks displayed in this document herein are the property of Mueller Co.,LLC,its affiliates or other third parties. These productsare intended for use in potable water applications.Please contact your Mueller Sales or Customer Service Representativeconceming any otherapplication(s)_ Form 13896 r2-18 page 2 of 2 +B14,B15, B16, B17 jrr.. PROELECTM.... GATE VALVE STEM EXTENSION - WITH CENTERING PLATE Product Features • Gate Valve Extensions make it easier and safer to turn a gate valve operating nut by bringing the nut closer to the surface • Square socket on one end,2" heavy square nut on the other • Carbon steel tube • Rock guard G 1 I • 2 locking screws on valve nut H 2.36±.06 .24±0.2 i ` , 8.46±.02 Specifications `"��' i F Number Size E PS41107 1' 04::±.04 PS41108 2' I E i PS41109 3' .12±0.2 A.Overall PS41110 4' D Length PS41111 5' = PS41112 6' 1 —PS41114 8' -•-�� � lz1a.zC r PS41119 1-1/2' �'/, „„ ``1_1i B :k; SUBMITTAL.REVIEW \ � X No Exceptions Taken Section Dimensions _ Make Corrections Noted L10 Amend&Resubmit B ' Tube Diameter 01.3±0.2" _ Rejected-See Remarks C Tube Wall Thickness .12±0.2" IMPORTANT NOTICE:This review does not relieve contractor from his D Center Plate Thickness .12±0.2" responsibility to comply&conform with the Plans,Specification,and E Center Plate Diameter 04.88±.04" Contract Documents, 466 F Dirt Shield Diameter 04.17±.04" —_ V"'Y�p G Dirt Shield Thickness _ .24±0.2" `ONSi.,LTING ENGINEERS H TopI By DRS Date1/17/22 to Dirt Shield Length 2.36±.06" F Top to Center Plate 8.46±.02" Length ` A A Tightening A3 Screw Material Paint Type Black lead-free paint;sprayed. 3/8UNC C=1;C in- 0935 Distributed Exclusively by Ferguson and Wolseley Canada 0 2011 Ferguson Enterprises,Inc. All Rights Reserved 969210/11 Washington State •/ Department of Transportation Request for Apiproval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 Section I The 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# 036A PE Use Bid item Material or Name and Location of Fabricator, Specification PEIQFL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B14 Valves Mueller Co. Cert. of Compliance 7-16 10 B14.01 Neoprene 7-12 B15.01 Gasket Cain Bolt and Gasket, Inc. 3 ' B16.01 B17.05 t51 i3.U5 Project Engineer/Representative f Date State Materials Engineer/Representative Date z- -._- .i- 12/21 f2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert of Compliance for'Acceptance'prior to use of material. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved [J Yes 0 No Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: Cert. of Compliance for valves does not meet requirements of WSDOT 1-06.3 1 Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabncation Inspection 0 Region Materials 0 State Materals Lab-MS 47365 BID ITEM B14 SPEC REF 7-16 Mueller Co. Italia Dosection CERTIFICATE OF COMPLIANCE Material and Production Test Certification Mueller 4-12" A2361 Resilient Wedge Gate Valves WE HEREBY CERTIFY that MUELLER CO. 4-12"A2361 Series RWGV's are manufactured and tested at the Mueller ISO 9001 registered facility in Chattanooga, TN, USA. Mueller certifies these valves are UL 262 Listed, FM 1120/1130 Approved, are certified to ANSI/NSF 61 &372 and meet the requirements of AWWA C515. Production testing is performed in accordance with these standards and meets the following specifications. APPROVALS/ PRODUCTION TESTING AWWA U1 FM* { Hydro [ Hydro JlLe Oescnpuon I Model No. . t Seal Test Slieii T (psI) (Psi) (psi) (Psi) (Psi) I { NRS-FLxMJ ;—/L3b1-19 l 4-12" I NRS-MJ x MJ A2361-23 350 350 350 525/525 700 NRS- FL x FL A2361-06 * NOTE: FM only approves Open Left valves. Mueller certifies that the valve body, bonnet and wedge are manufactured in a Mueller foundry in Albertville, AL or Chattanooga, TN per Mueller QA procedures; each heat is tested and certified to be within the specific.tio sho n i the chart below under a controlled program and in accordance with ASTM A536 Du " Iron. Mfg. Cert.of Compliance shall list heat#s for valves Ductile Iron:ASTM A536 provided for this project. Provide test CriElviiCAL CO viPu.i i-ioid results and Element C Si Mn S Cu i P Cr f Pb M certification as part of Minimum 3.900 12.500 0.370 --- 0.140 , ____ Cert. of Compliance. I Maximum { 3.950 { 2.800 0.420 1 0.022 { 0.180 { 0.050 ' 0,080 0.015 { 0.005 { ( I I I I I i I � I I SUBMITTAL REVIEW ^ , , I x ,r ,t x x ,t x x -Y-� -� kin Fhnns Taken Please note, this Certificate of Compliance does not Makea Corrections doted X Amend&Resubmit meet the requirements of WSDOT 1-06.3, see below. Rejected-See Remarks Certificate shall list type(size), quantity, and show IMPORTANT NOTICE'This review heat#s. Provide heat test results as supporting does not relieve contractor from his documentation for the Certificate. responsibility to comply&conform with the Plans.Specification.and , Contract Documents. • (may Sr Osbor, By- _ DRS De 12/21/21 Mueller certifies that manganese bronze stems are manufactured under a controlled program and are in accordance with ASTM B138. Manganese Bronze ASTM 8138;Alloy C67600(H04) Chemical Composition ( Mechanical Properties Element Cu Fe Pb Mn Sn Zn Tensile Yield Elongation Minimum 57.00 0.40 0.50 0.05 0.50 Remainder 76,000 52,000 10.00% Maximum 60.00 1.30 1.00 0.50 1.50 Remainder ---- i Mueller certifies that valves wedges are encapsulated with SBR rubber manufactured under a controlled program and is in accordance with Mueller Rubber Specification R-88. SBR(Mueller Rubber Specification R-88); ASTM D2000 Specification Durometer Tensile I Elongation Compression Set Minimum 73 2,000 200% 0.00 Maximum 83 ---- 18.00 Mueller certifies the coating supplied with these valves is Mueller® Pro-GardTM Epoxy Coating, an exceptional fusion bonded epoxy electrostatically applied to valve internal and external surfaces to protect against corrosion. This coating is Sienna red in color, non-toxic and suitable for use with drinking water components. Mueller valves with Pro- Gard are certified to NSF 61 &372 and meet or exceed AWWA C550 requirements. Valves have a standard coating of ten mils nominal thickness. Mueller certifies that components for A2361 RWGV's are manufactured in accordance with Mueller Co. QA procedures which include but are not limited to relevant dimensional, visual, and functional inspection and verification. Respectfully, - 1-06.3 Manufacturer's Certificate of Compliance • Anton Nasledov - Product Manager- Water Products Division - The Manufacturer's Certificate of Compliance must identify the manufacturer,the type Mueller Company - and quantity of material being certified,the applicable Specifications being affirmed, 1401 Mueller Avenue, Chattanooga, TN 37406 and the signature of a responsible corporate official of the manufacturer and include Phi 413 495 1234 supporting mill tests or documents.A Manufacturer's Certificate of Compliance shall be Email:anasledov@muellercompanv.com Website:www.muellercomoany.com furnished with each lot of material delivered to the Work and the lot so certified shall be clearly identified in the certificate. yGasket material for / y below gate valves: . r B14.01 -8"Valve B15.01 -12"Valve Commercialgrade neoprene rubbercr B17.05 -6' ValvValee p ( � B17,05 -fi"Valve ( B18.05 -6"Valve Moderate oil, acid, and abrasion resistance Temperature range: -20 deg f to +190 deg f Maximum pressure: 150 p.5.1. Tensile strength: 1000 p.S.l. Durometer: 55 to 65 shore a Elongation: 350% Neoprene is a good general-purpose gasketing sheet, as it will resist a wide variety of media. For additional information please contact the sales office. DISCLAIMER:PROPERTIES AND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED, FAILURE TO PROPERLY USE GASKET MATERIAL COULD RESULT IN SERIOUS INJURY OR DEATH, SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE. This review does not relieve contractor from his responsibility to comply &conform with the Plans, Specification, and Contract Documents Gray&Osborne, Inc. CONJtJLTlNG ENGINEERS By DRS _ Date 12/21/21 111,7An Washington State 1; Department of Transportation Request for Approval of Material Contract Number FA.Number N/A SR Date CAG 20-065 Duvall Ave NE Section 1 Title of Project County �-- ?l21 m9 Duvall Ave NE ty King. Contractor Reed Trucking & Excavating, Inc. uc°'t �0f This form shall be completed prior to submittal.If this form is not compete at tune of submittal it may •For WSDOT Use Only be returned for.information that was omitted, RAM# '03$', PE Use Old item Material or Name and Location of Fabricator, Specification PEJQPL HdetrJQPL HQ Use No. Prodacl type - Manufacturer or-Pit Number .Reference Code Code B16 Olympic Foundry Inc , 7-16 Z-. 616 valve"l oxn r Olympic Foundry Inc 7-16 2!. R�INGV. - B16 ; M:,o cil:A23e2 IUlueller. 7-16 f B16 Flank Gasket Arnerican Ductile Iron Pipe 7-16 10,.:. :Boris; B16 ' ' :Nuts;= FNW 7-1.6. ,a: B16 aloe Box Cover Olympic"Foundry Inc 7-16 •12-= . . B16 ;"Stargrip"3000 Star Pipe Products 7-16 "$ . B16 SLDE Ductile Iron Pipe Sigma 7-16" 18-: "Project EnglneedRepresentatiae -- Date State Materials Engineer/Representative Date .101281202�1 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 bee-incorporated Into project: See:requirremeiits:°sit ®'Acceptance Criteria: Mfg.Cart of Compliance for`Acceptance prior to use of material.''yWSptSY;1'-06 3} • Acceptance Criteria: Catalog Cuts.for'Acceptartce'prior to use of material.Catalog Cut Approved'I Yes ID No ' T 'Acceptance Criteria: Submit Shop Drawings far'iApprover 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. 9. Source Approved: 9. Approval Withheld: Submit samples for preliminary-evaluation. ', 'pproval Withheld: ,-See.Remaii(s - 11."Miscellaneous Acceptance Criteria. Remarks . . (PE): '•APPROVAL,i iTfi**(®' . 'For'Flange Fitting,Gaskets'shallba"neoprtrnet; .Buns;.N,chlorinated butyl;:or_clott,lnserted, Remarks :rubber;perS:P:,9-3.0 .(1) :,. -; (HQ): BoIts•and nuts,;shalltie:malleable;iron;;Cor-ten,or'stainless steel;and conforrdicilhe" .requ cement*—S,P '8=30.2(.;l) Provide;proAticrsheetlshop'.drawing"for';1'.6''Gate=Valve: Mfgi Cert *Compliance''sl all•meet iitifO'rements_Of1NSDOT4-06:3',:and state DOT Form 350-071 Project Engineer Distribution Revised Q3/2a21 .ki Contractor 0 Region Operations Engineer 0 Falate tian[npadian ❑Region Materials ❑Seam tratoriars Lab-MS 47365 BID ITEMS B14, B15, 816, 817, B18 B/4"Obt -?/Ic BEGREE H,,, --to.- /7„,....„--- _:...--_,,:,..„\::, 7,-;--- -1 Es,„ r i EA c(!ATER n / 1' - a,r,. lop MEW c Vir 7 I" 13/14' C rti, �` 1 al MN vrw NOTES: Also avellalIe with 2"skirt OLYIVIPIC FOUNDRY INC. VALVE BOX COVER MATL:Cast Iron ASTM A118,CL3o RATING: H-20 PART NO.940 APPROX WC:9 Lbe REV:A DATE:772112003 New border REV roLER"ICE A DOCUMENT APPROVED DWN..GL DATE:712112003 REV: DATE: xK.-�r 6Y: DATE Xrx CHS(D:CLDATE:7/21t2Q03 ~�e DWG 0:940 SHALLOW LID SCALE:N/A SHEET;1 Of 1 4+•2 DEG BID ITEMS B14, B15, B16, B17, B18 ' ' .<'--77i---------- ,N' ( 4: \ \ )) 7a 1/4- DIA-- 8 7/a" DIA. • 16. 3/1" 1 I/a" r __, 1 , 1..., 0,1111111111111111111111, A 5 ,/r DIA.-I 9" DIA. NOTES:. OLYMPIC FOUNDRY INC. 8"VALVE BOX TOP MAIL:Cast Cron AS119 AA8,CL2O RATING: H-20 PART NO.940 APPROX INT:14 Lbs REV:A DATE:711E42003 New border REV Tc�En woe A DOCUMENT APPROVED DNM:,CL DATE;71162003 REV: DATE: BY: DATE: cm CH(O:CL DATE:7!1662CO3 xxx 4- DWG t:S40 8 Top SCALE:WA 1 SHEET:1 OF 1 2DEG BID ITEMS B14, B15, 816, B17, B18 e 5f A'Dul I/8'DW.--{ Pg i' ao 3 24- ' P N-fA130 AYAIL4EIi o 4 I 01 A 7' 5 3J< 5f�r 9 A. al}�j i-. 8' VA L__7 I A,-NA.---1 e DI0. A3/4'DA NOTES: OLYMPIC.FOUNDRY INC. 24",30 36"VALVE BOX BASE MATL•Cast Iron ASTMA48,CL30 RATING: H-20 PART NO.940 APPROX wr:35 Lbs REV:A DATE:71154003 New border REV A DOCUMENT APPROVED DWW:.CL DATE:7/102003 TrAER.VIC REV: DATE: %If—.s BY. DATE CH :CL DATE:7116J20O3 ax` Ce ID DWG#:$40 24 BOTTOM SCALE:NIA SHEET:1 OF 1 <w2DEG SUBMITTAL REVIEW Provide product sheet/shop drawing for 18" Gate Valve No Exceptions Taken - Make Corrections Noted X Amend&Resubmit AN„t — Rejected-See Remarks —• I N ,..4.sf Inn i�s,!sNIIr I tt I `'iiiIN F1I IMPORTANT NOTICE: This review 4 la tm 1.I. WI does not relieve contractor from his m'immi H ' t �IMI so : UN III Ilittii inii $l INNL�.i a �! ��. I NM4 moll: ,otN, responsibility to corn &conform 1 PII■ M N NM Y'14 1 'NINE: ltd P t NON with the Plans, Specification.and I M..T Ep eeetiu INN lSN f G I N 'o E IIItn! 'i' I /TA111/[!l 17111 i»i NW t q Contract Documents J , .I f►NCt to u41 A 7 I • I �ti u I Sr.17 _ am.) �a' �� 10 I11T W 1�4tIM !— y� t� * 1I N6i h4if iliE V.,Ss so 1b1 WI V I14Y LY OSWI7IIBN l.l'Y1 IN 11/ l• la— �' 1I MOST-N EMI IN TILE INNS is on'f LSN CONS CONSULTING ENGINEERS )( N Mel'-an-N E>•1 NMI INN NM DRS /�N�) I N N•T-RUM.NJ FI• NIKIILh INN ON 1tU2t)J21 4141.-- ' II • •. . ! TT i I tl INT-FLUME.ri►N DP NKilu ION ON' ByDate: L / \ ' /•I\ 1 EX Nt[N IIN Ili[. ,�t • •�Ntt t • L i '✓�f�" a •.. "'ita 'Ni «•&lSii�.•,.N•K 111 ` P+1- -N Ft AN6E ENDS ti'F� k •"^.4Yt2.'::'S R "'NI. '` L�. I �t N FLANGE S MECN JOINT ENDS I" i » �« 0 �ry; WECNANICAL- JOINT ENDS n i • / 11:. I y _-=--� %° 1- u I H I vim\ © 11111'^=i"tt�� F'`I'`n 3 a — o I y` --YY is `� II ii f IT ,1 =\1 7I ,II N I II I ■I l :_._11_ — —_� ._1:,1 ,' 7tKKIafar arrr�rrr/%/I / /1J1/%///11%11J/////////I I ' [^I;]/// 1 SLIP ON ENDS llll Id—) IN`•� • FLANGE S SLIP•ON ENDS i n I I • I P • N I I. I I P • • I T I V • I 1 1 hi N OS 1 11 I I N 11 • I T I 1 f • 1 1 h I I 1 I t I 1 . i, , F, 1. ), . . . .1 . 11. , I. ) } 1, 6 . I . 7{. 11.i1 I. I4N .N 1�, 1,! IL I-6 tl,t t.11 I,7 I.N . _ii fi I-6N :it' I. t,q 1.1i i.I7 t 7.1 1,N I, �- r �� �s I NI, IN NS 1,M N,N t.7e II,N I,t1 11,M It I-M 1I,0 i'.Tl Ii ll Lni I:51 N,N I-1,N II,II II,11 11. 1,q le: MN I N.il 17,M IF,. ��.. �` n 1 N.q INN NM NMI 11.M Mel I,ll IA.11 It• ,.PI ill n.N ills I.Ti i.11 li.N I-I.II IN.N N.q IL/3 6q N, 11,11 I T.N 1I,M INNS N_i �tr��� « - - 1� • L 7 APPROVED .. -_. _I wee -VMM•.b4.'Mi1A /nasal iL..kt 71oiT NN-NNW Oa i 1111 CCOF I(ITMItAL Intl IS(NU IIIIFISNIP{IF 1115 FSI•1I114 W11 IFN11I5 II Witte tt111FAIT. IN Mt IS Te IF INN II 1111 Nile TICIPI 15 SSE!.ICALLT 1N10N1Tl7 IT IIIttIll I15VNIT, A55111 CI UN Phil?II 't RI: 1 ',US ) 11N5F C�et111IS 15 1Nt N. BID ITEMS B06, B08, B11, B12, B14, B15, 616, B17 DUCTILE IRON PIPE A AMERICAN Toruseal``' Flange Gasket*** Full Face— 1/8" Thickness ZaldierAVA Table No.6-10 Ripe Size Pressure ,� d,4- .., inmate in. Rating' It 801t Torque Psi 1 4 350 100 6 350 .3 150 8 350 .5 150 10 350 .6 200 12 350 ,8 200 14 350 .9 250 16 350 1.1 250 18 350 1.1 300 20 35C, 1.3 300 24 350 '. 4(X1 • 30 250 ?.1 4C10 3t3 25C 2,7 500 42 25C .1..> 500 48 250• 54 250 4.3 6C0 60 250 6.4 600 64 250 8,1 6Q0 'Pressure rating desri'�aeted is maximum water working preS9ure and is based on the maximum rating of C110. C115 cr C153 flanws.AMERICAN Tonrmlgaskets meet the desorption of"speak resigned ga Haa skets" n in ins 1pi dx>s of A A C110,C111,and C115,and'weciai gaskets`<h,ivn in heal;of At`MA i:'•' Bolt torque applicable only to janta with Tarvseal'gaskets AMERICAN TontwaI gaskets are normally black and furnished of SBR rubber per ANSI/AWWA C111/621.11.This rubber compound is IMF 61 certified for contact with potable water and is otherwise physically superior to red rubber sometimes used with Hanged joints.Other types of rubber are available on special order. Clean flange faces and faced pipe ends thoroughly prior to installation.Do not use joint or gasket compounds with Torusear gaskets(assemble joints dry). ad].hcn:c romal lunged wing.AMEiit.;AN xL r„l y het y e lir specially designed brig-span inftslatons{i.e.,spare invoking2 or 3lenngths of ape!,SeeJ'Seoiti1 7 for detstis_ -c,rse with standard flange belts.Fkles match AWWA C110.C111,and Cl 15 flan'drilling_They also match cedar flange dicing classes of AW WA CZ)?end ANSI B16.1 and B16.42 flange's, —AMERICAN rouses('gaskets 1 H"thick and we supplied with dual rased tunas bulbs. Gaskets shall be neoprene, Buna N, chlorinated butyl, or cloth-inserted rubber per S.P. 9-30.2(1) 6-21 Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) DUCTILE IRON PIPE eo is and Nuts lengths of pipe) or with any underground I and number of bolts and flanges* that could be subjected to uncle- nuts are shown in Table Nos.8-3(Details and sirable beam loading.Torusea!"gaskets are Accessories-AWWA C110 or C115 flange) normally furnished of high-quality black, and 8-11 (Details and Accessones-flange molded SBR rubber with required properties faced and drilled per ANSI B 16.1 Class 250). per ANSI/AWWA C111/A21.11. Standard Bolts are specified in ANSI B18.2.1 and nuts Toruseah SBR rubber gaskets are ANSI/NSF are specified in ANSI B18.2.2.Bolts and nuts Standard 61 certified for contact with po- ol low-carbon steel conforming to ASTM table water. Other type rubber is available A307 are specified in the Appendix of on special order.AMERICAN Toruseal"gas- AWWA C110 and C115 for flanged pipe kets meet the description of "specially de- when rubber gaskets are used.Nuts of reg- signed gaskets"shown in the appendices of ular or heavy hex design are used accord- AWWA C110,C111,and C115,and "special ing to customer specifications. Also,per the gaskets"shown in the body of AWWA C111. Appendix of AWWA C110 and C115,high- 'As 1....1 n We. .por,nsTs d Aper , w A.NSDAWAN.-Lill strength bolts should not be used when a °�r''° 'le'"t1"""`r`'„ 1',, ,,'�"""'� "�""y"� ��tad,a � gray iron flange is involved in the connection, Gaskets . . AMERICAN AMERICAN Torusee gaskets are rec- . • Torusear'Flange ommended for AWWA standard flanged Gasket joints in normal water and sewage service. The AMERICAN The ANSI B16.21 standard specifies the in- .r, • Torusear flange gasket side of 3"-12" non-metallic full-face and • is available for improved ring gaskets to be greater (the same as • joint performance.It is standard steel pipe outside diameters) than 61 c vastly superior to co- nominal. Any flat gaskets used for ductile NSF ertified NSF 61 Gasket ring full-face or iron flanged pipe must have "nominal" in- ring gaskets. Although side diameters as shown in the appendix of recommended for all normal water and ANSI/AWWA C115/A21.15, not the larger sewer service, it especially must be used in inside diameters per ANSI 816.21. The demanding services such as very large diam- larger I.D. gaskets per ANSI B16.21 eter flanged piping,specially designed long- are not recommended by AMERICAN. span installations(i.e.spans involving 1 or 3 I a' f.,s, Table No, 8-2 AMERICAN Tonese.N Flange Gasket 1-uH-ace—N[:I'rnel 1,1' -hCkre.;;—.ur Wye Gasket role SUBMITTAL REVIEW Rating'Pipe Size Pipe e in. Weighg Bak cirque'- 1e pal IDs tt:lbs No Exceptions Taken ' 350 3.3 '00 24 Make Corrections Noted 5 350 3.3 150 30 13 350 3 5 150 36 X Amend & Resubmit 10 350 e.6 200 42 Rejected-See Remarks 12 350 0.€1 200 48 14 350 ©•Q 250 5.1 IMPORTANT NOTICE: This review 16 350 1.1 250 co does not relieve contractor from his 18 350 1.1 300 64 responsibility to comply&conform 20 350 1.3 300 with the Plans, Specification, and Contract Documents. •,r'-(,,.....,..41roj....tlw1"tit<e,.,o.voila voolArq .sflflrwT1MhJ.l on II..iY.i 7515-E I for LLre rally c!all*9ra d Ce peo 0 e I i rcru r peemts..ILB7CAN cry I YJ,tr '-frill 1ora.e 1�o.y b Itr¢a pet"Mtl ra,®d'�tlmis Chen Mop Imes and tSOS0 doe ends nleougy(rips to eel/N}"no net Wtl,cell etaordh Drib ON 1}��1{ r-�I�ern altMIRI large trite Mk,I,1c1,MOM:I 10 CA I',WC!IJ b'41 err Grimy.10sbotrnle,. Inc C:MF And M!D Hid 1 and HYR,0120964. Iatesar Sao rimer to usird t5C slag Fpe Ilingss n IN le-64-woe n sxmcase% CONSULTING ENGIEERS cmlp.r lrf eilmotlr thin*ogre ar 5'hW5 C11e,rr;115 By- DRS Date: 10f19121 8-3 BID ITEMS B06, B08, FNw Figure NBSZ B11, B12, B14, B15, B16, TM PIPING PRODUCTS B17 Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) CARBO STEEL FLANGE NUT & BOLT SET ASTM 307 GRADE A I SAE J995 GRADE 2 Features • For 150#&300# SI Flanges • Lengths for • 0 r r Two Flanges* • Material arbon Steel .■, • Finish:Zinc•r- -1 ' • Sizes: 112"to 24'(150#),112"to 12"(300#) Standards 0111 ::,--- • • Bolts: • u Material-ASTM A307A Grade A J o Dimensions-ASME B18.2.1 o Thread-Class 2A421 .., .. • Nuts: ci Material SAE J995 Grade 2 o Dimensions-ASME B18.2.2 c., Thread-Class 28 0 Boit Properties 150#Pack Quantities&Bolt Sizes(inches) • Tensile:60 KSI Minimum Size Bon ay Nut City Diameter Bolt Length • Elongation: 18%Minimum 1,2 , 4 , 4 112.13 2 • Hardness:69-100 Rb 314 a a t/2-13 2-w 1-V4 4 4 V2-13 2-1r4 •Based on 1/16"raised face and 1/8"gasket 1.1/2 4 4 112-13 2.11 2 4 4 5113-11 2.34 2-112 4 4 5,8-11 3 3 4 4 5/8-11 3 4 a a 5 3-11 3 5 8 8 314-10 3-1,4 6 a a 3.4-10 3-114 Figure Number Matrix a a a 314-10 , 3.12 1jZ , 12 _ 12 718.9 4 FNW NBSi sl ', SUBMITTAL REVIEW I r BIM FLANGE B17F C0nF Zinc=z 150#=1 1r2=0 a=u : No Exceptions Taken no=3 314=F a=x Make Corrections Noted 1=G to:t0 306q X Amend&Resubmit 1-1,4=N 12=12 Rejected-See Remarks 1-1/2=J 14=t4 St ---- 2=K 16=16 a IMPORTANT NOTICE: This review 2 u2-L 18,....18 does not relieve contractor from his a=p 24_24 ,20 I., responsibility to comply&conform 25=s - with the Plans. Specification.and Note; 304I stave a s up to lr ony. ?•' Contract Documents. Bolts and nuts shall conform to S.P. 9-30.2(1), including E Gay &Osborne. tax. ^..J'NSULTING ENGINEERS size and length with AWWA C111/A21.11, 1 Include Mfg. Cert. of Compliance. i By: ABI/DRS Date:10/19/21 €'2017-FNW. All rights reserved. The FNW iogo is a trademark of Ferguson Enterprises.Inc.,PL Sourcing.PO Box 2778.Newport News,VA 23609 www.fnw.com The contents of this publication are presented for information purposes only,and white effort has been made to ensure their accuracy.they are not to be construed as warranties or guarantees,extwessed or implied,regarding the products or services described herein or thew use or applicability. AN sales are governed by our terms and mittens.which are available on request We reserve the right to modify or improve the designs or specifications of our products at any time without notice. Always verify that you have the most recent product specifications or other documentation prier to the,nstaiabon of these products. BID ITEMS B06, B07, B08, B11, 812, B15, B16, B17, B18, B21 E S1GIVI A Quality — Service —Commitment— Delivered. ONE-LOK " Series SLDE for Ductile Iron Pipe 7d' 14 *Nlk,01* / . . Odi „yY 1 : I.,' , 'i ::1::: ' '. ' ■ i ° 4 • t Vyr 1l ,� A k % anew 4 1 ° �•' ¶ Features &Advantages: OW 4111 1) The SIGMA ONE-LOK Series SLOE is a mechanical joint restraining gland that as implements a series of individually activated wedges into the mechanical joint follower f gland.When the wedge segment is engaged by the actuating bolt,the primary contact ��'" edges of each wedge segment lock onto the pipe wall.This action causes the primaryM$ contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONE-4.olCs vnatue cam entice atoms the restraining wedges pipe. to"rock.'gripping the pipe well more aecurety as Vast force 2)ONE-LOK SLDE's precision contoured wedges edges provide proper contact and support increases of the ductile iron pipe wait Each wedge is manufactured with an elongated contour that trft evenly matches the outside circumference of each nominal diameter of ductile iron pipe, This elongated contour also eliminates the concern of damage to both the pipe wall and _____ALL-1.;"'� the interior cement mortar lining caused by point loading, even on the thinner pressure classes of ductile iron pipe. -------tr _ 3) ONE-LOK SLOE's wedge actuating bolt provides the installer with a visual torque indicator. The breakaway top ensures proper engagement of the wedge segment at the ONE-Lace cam action also accommodates deae«wn or thetime of installation. Unlike other actuating bolts, the ONE-LOK SIDE is manufactured with a proprietary quality control system that ensures the breakaway tops will activate joint during ine*Beaeon,and also snows for subsidence,aeee n,c at the correct torque. The breakaway top is sized to match the same dimensions of or ether forces aver installation,up to ate maximum allowed the bolts and nuts used to assemble the mechanical joint fitting and follower gland. d+±eection. eliminating the need for special installation tools. Once engaged, the actuating bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint,if necessary. Deflection Chart 4) ONE-IOK SLDE's unique wedge segment and actuating bolt design allows the two Nominal Sias Item# Deflection components to interface using a cam action principle, allowing the wedge segments 3-12" SLOE3-SLDE12 5 deg to rock and increase their grip on the pipe wall as thrust on the assembled joint 14-16" SLDE14-SLDE16 2 deg increases. This also allows improved resistance to subsidence, seismic forces, and 18-30" SLDE18-SLDE30 1 5 deg other movement within the maximum deflection limitations of the mechanical joint under 3644" SLDE36-SLDE64 1 deg applicable AWWA standards. SIGMA Corporation 700 Goldman Drive i 800 999 2550 p i www.sicgtnaco com cream Ridge. NJ 08514 j 609 7581163 f ern"-saies c3sigmaco.corn ONE-LOK7 Series SLDE for Ductile Iron Pipe Sample Specification: Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases.The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial.Restraining gland,wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536,Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C111/ANSI A21.11 and AWWA C153/ANSI 21.53 through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint restraining devices shall have a working pressure rating of 350psi (for sizes 3-16-) and 250 psi(for sizes 18-64')minimum and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes.Restraining device shall be SIGMA ONE-LOK"4 or approved equal. Materials: • Gland body,brackets.wedge segments&actuating bolts: ASTM A536 65-45-12 ductile iron. • Wedge segments are heat treated to a minimum hardness of 370BHN • T-head bolts &nuts: High strength,low alloy steel meeting AWWA/ANSI C111/A21.11 with minimum 65,000ps1 tensile strength and 45,000psi yield strength. 9111-71. :lucir , rsk � 4 '* l ' Dimensions in Inches, Weights in Pounds Nom DI Steel Dimensions Bolts and Inserts T-bolts Gasket Plpe Item 0 WgI Pipe Pipe Pressure S+se OD OD C F D r P' B J K2 No Else Torque R.It'n9 Nu Size Torque No Item a 3 5LDE3 5.50 317b -- .L I F 9.40 0.752 5.19 7.69 2 7,0 . . 45-60 1 4 SL13E4 6.50 0.80 4.50 5.92 5.00 1.58 1024 6.875 7.50 9.12 2 746 75-88'.55 157 - Y.135 75,90 1 MG 4 SLOES 10.00 890 8.825 8 02 7.10 1.58 12 34 0 675 9 50 11 12 3 703 75-!is 5 r 3 5 75-90 1 NC-A SLDES 14.50 9.05 8.825 10.17 9.25 1.53 14.32 0.875 11.75 1337 4 716 75-90 352 .. s,a 4.0 75.90 1 64G-8 10 Si rJ 'ii U 111'S 1271 11.10 154 54 11475 1400 1542 6 7,6 75 0: 18 8612E.12 29.00 13.20 1275 14.32 13-40 1.58 ...= 1860 0.875 16.25 17.88 8 7r6 75-90 .. 'i.4.0 75-60 1 M6-12 14 SiI?r i1It.. I1,.51 .-- 11;4(! L::5-h - ;91 :I97,". I6(5 2025 1r) Tri .,- ,. ..,-4I• 1 51DE16 49.67 17.40 - 19.50 17.34 2374 0.875 21,00 22 SUBMITTAL REVIEW 75-90 1 MG-IS 18 560018 50.31 19.50 -- 20.60 19 54 1.7; 25 25.84 0.875 23.25 24 ;5 90 1 MG-1 E 20 s1.DE20 69,00 21.00 ._ 22.70 2174 1.87 1.25 27.94 0175 28.50 27 ..?S.-.. No Exceptions Taken 75.90 7 MG.0 24 SLDE/4 103 67 25 60 -- 25.38 25 06 1 5? 1 47 32 14 0 875 30 00 31 Make Corrections Noted .n 61G24 3a st0E30 15667 32.02 33.29 32-17 2.13 1.65 30.343 1-125 36.86 39 Amend &Resubmit 1X-120 1 Meet 36 SLOE36 234S0 .18w --- .19s9 3847 3.15 1.75 4407 I125 43.75 46 ._.__. Re)ected-See Remarks 1:4-120 1 61G9-36 42 8LDE42 344.00 44.50 - 45.79 44.67 3.56 2.25 5325 1.38 50,62 63 IMPORTANT NOTICE: This review 120-150 1 Mc5-42 48 SLDE48 456.00 50.90 - 52.09 ( 50 97 J 3.81 2.25 ( 59 55 1.38 I 57.5 60 does not relieve contractor from his I 12ti^50 1 MGs-48 54 51DE54 1045.00 57.56 _ 55,95 57.73 6.00 4,50 7043 1.375 13320 67 responsibility to comply 8 conform 120-150 1 MGS-54 60 SiDE60 1136.00 41.E1 62.90 61 70 5.00 4.50 74 52 1.375 67.72 72 with the Plans. Specification, and 120-150 1 MGS-E10 64 SIAEi4 1256.00 65,67 - 68,96 1584 5.00 4,50 76.661 1375 71,56 76 Contract Documents. 120-150 1 MG8-44 ONE-LOK SLOE was previously referred to as model SI_7' 'Pr co r,(NY, gasket P"Dim shows OD after head Is brokenlremoved. Size y Osborne, Inc. Size CONSULTING ENGME4'd Sizes 3"-12"is approved for thinnest dass of DI pipe. Size Size By: DRS Date: 10/19/21 f Size w .1120* Sizes 54",60'and 64"are pressure rated at 250 psi on DI Pipe LISTED APPROVED Sizes 4"-12"are FM approved for 175 psi on DI pipe. 2 l SIGMA Corporation '2rww.sigmaco.com Provide Mfg. Cert of Compliance. E SIGMA. Quality— Service—Commitment— Delivered, One Lok SLDE Wedge Action Restraint -,:: J 1. Clean the fitting socket&pipe end, ::::.:. Lubricate mechanical joint gasket& pipe end with soapy water or approved .,� ff lubricant meeting AWWA C111/A21.11. (A transition gasket is required if using on steel OD pipe) . "". "'` 2. Insert the One Lok SLDE Wedge Restraint on the pipe with the lip extension facing the pipe end followed by the gasket, tapered side toward end of the pipe. ' 3. Insert the gasket along with the pipe into the fitting socket and seat the gasket firmly and evenly into the gasket cavity, keeping the joint straight. dill 4 Push the One-Lok gland toward the fitting and center it around the pipe with III the lip evenly against the gasket. EN • .r 3 1 SIGMA Corporation www.sigmaco.com December 2018 SIGMA Corporation ONE-LOKTM Series SLDE for Ductile Iron Pipe Installation Instructions for Wedge Action Restraint with PVC Pipe & Mechanical Joint Fitting (Continued) 5. Insert the T-bolts with the T-head on the fitting side and nut on the restraint side. " and hand tighten the nuts. Make the joint deflection as required keeping the wedge restraint centered on the pipe before torquing the T-Bolts. • 6. Tighten the nuts in an alternate method (STAR PATTERN)to the recommended w N torque of 45-60 ft-lbs for 3", 75-90 ft-lbs for ,, . 4"—24",100-120 ft-lbs for 30",36", ,� �.'; 120— 150 ft-lbs for 42",48", 54", 60" &64" sizes, use of a torque indicating wrench is recommended to confirm the applied u` "�, b ,\ i zw ,bra p torque. 4 .•,- ,6 7. Hand tighten each actuating bolt in a clockwise direction until contact is made between each wedge insert and the pipe OD. Continue tightening the actuating bolts in an alternate method (STAR • .`♦•�ilk PATTERN) until all the break-off tops have • • been removed. Never tighten actuating • •e bolt more than 180 degrees before moving • • to the next bolt. Recommended Torque for actuating bolt— • 75-90 ft-lbs for 3"—24". 115— 125 ft-lbs for 30",36",42",48",400+/- 5 ft-lbs for 54"60"64" SIGMA SEAL GASKET(MGS)is recommended for One-Lok sizes 30`,36",42",48",54",60",64" 4 l SIGMA Corporation www sagmaco corn Quhiitiied Product List https://www.wsdot.wa.govtbiz/mats/QPLJQPLPrint.cfm?Product_no=20... Engineer's addition (product review supporting documentation) Washington State -' October 19,2021 Qualified Product List Contractor Product information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Sigma Corporation - Auburn, WA Product Name: ONE-LOK SLDE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Jan 3, 2019 To be completed by the field inspector: Quantity: Verified By: Date: Lori 10/19/2021, 11:18AM ,/ STAR"PIPE PRODUCTS Joint Restraint Suhnit-;iI Form fir, �' BID ITEMS B06, B07. B08. B1 1 Star rl "series 3000 B12. B15. B16. B17B18. B21 �+ r1 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe SUBMRTAL INFORMATION PROJECT NAME: DUVALL AVENUE NE ENGINEER: PARAMETRIX CONTRACTOR: ;REED TRUCKING & EXCAVATING I SPEC. SECTION ---- - - ------- -- ------ 1 Srurpip•series 3000 tar[look,"on Rpe Cl/ 0 Ci - it\\ FUVRh.irr_..�f APPROVED AW WA 1::: FEATURES&ADVANTAGES • The Wedge Assembly is ciesiunea wit!:a Breuk-Ott torque Control Nut that will only break off in one direction,ensuring proper installation. • The Stargrip'offers a tull 5°deflection through 17'size,3°on 14"•24",2°on 30%36"and I°on 4T-4W. • Minimum suety factor of 2:1 • Stargrlp°sizes3"-36"ore listed with Underwriters Laboratories Inc.and sizes 3"-IT ore approved by factory Mutual Research. • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable_ • No special tools are required for installation of the Stargrip•, • 5targrip"eliminates tie rods and thrust blocks. 1 • Stargrip! may also be used on minimum SCH 40 steel pipe'up to 17'l transitIon gasket required on 12-and under:.Far 14" and larger steel applications,contact Star Pipe. MATERIAL SPECIFICATIONS: • 31crd:Ductile Iron per ASTM A536,Grade 65-45-12 01144 • Wedges:Ductile Iron per ASTM A536,Goode 65-45-12 heat treated to o minimum of 370 BHN • Wedge Finish: Thermally cured tluoropotymer epoxy coating GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check one): f/� Standard:alkyd enamel coating Standard:T-belts are high strength low ahoy steel (�G 1 L'_ C manufactured in accordance with ANSI/AWWA `� Optional:StarbondT"TGIC polyester powder coating Cl11/A21.11-00 applied by on electrostatic spray process C Optional:T-bolts and nuts alloy S5 304 per ASTM F593 -1 Optional:Other(specify) !!!! © Optional:T-bolts and nuts alloy SS 316 per ASTM F593 Optional:T-bolts and nuts Fluaropolyrner Star-Blue COUNTRY OF ORIGIN OPTION (Please check one): © coated high strength low alloy steel manufactured in accordance with ANSI/AWWA C111/A21.11-00 EINIIIIII Fe I Impart CDomestic-AIS Compliant Clin REV.21.0r A. nl REGIVERED TRxCeMRK OF STAR PIPE PROCNial 11AR'PPE PRODU^tc r• ”01.1 O'�corrrn+ttl +lGOPrrrs_ !r-ss@Q;K�Q 7OVRMMW n.01:MIrap G7uC':.COT c...,M Page 1 GDiotr.111, ��` , / .A ' ` P '. , ' ' I _) r r Joint ,. ��stra-nt jubmlttol i-r.i�-, - Sta rg ri p series 3000 1 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe TECHNICAL INFORMATION Villa WA) Cillint._ . `� � t4' I / / �\l1 f ., , .„___T . ffe. -----. 1 • ,..„-- la 4. % w - �: �' P.......,No., 0 2- 1111111113 I ; • `wr ; op"%v.- C:11) STARGRIP,'3000 SPECIFICATIONS' F W;+NUTS APPROX Please NOt"1 PRESSURE A 11 C D E F TWISTED G NO.OF NO.OFWT. check.s%rs: 513E RATING WEDGES T-BOLTS• OFF (IRS) E _...._.._...,Lr501:4 3 351. 4.?4 _ 4 ' 9 ?.13 2 E 4 350 5,92 2.40 4.90 '1, 1 ,06 9.62 9,12 2 4 8 C 6 350 8.02 2.40 7,00 9,50 7/11' 16 ,I '2 12 3 t. 214 C a 350 10.17 2.51 9.15 1:.7, 7/8 15.25 13.84 13.37 4 4 17 13 350 12,72 2.51 II.21 I,:.(i'; ?r ti 5 , C 12 350 14.32 2.51 13.30 16.25 7/8 1 g.50 17.98 17.88 8 8 34 liNCI11111114 E 14 350 16.40 2.91 15.44 18.75 P ? .25 25 13 :1 �i��. C IF 1 11111414 1'= i 16 E 18 350 18.50 2,91 17.54 21.00 " 7/6 23.34 22.22 23.00 12 12 ;gin 250 20.60 2.91 19.64 23.25 7/ SUBMITTAL REVIEW 01101114 20 250 22.70 2.57 21.74 25„50 71 X 75 No Exceptions Taken 1:11M1 - 4 2:iJ 6.?G 3.50 25.94 3C.:.�i Make Corrections Noted 139 1 J 30 250 33.29 3.49 32.17 36.88 1-1 Amend & Resubmit �� ,"',5+ Rejected-See Remarks - IMPORTANT NOTICE: This review eh 42 250 45.79 5.15 ;, 44.75 50.62 1-3 does not relieve contractor from his 41; - 48 250 52.:i`+ .5 `> 51.05 57.50 3 responsibility to comply&conform 488 with the Plans. Specification, and 'AU dimensions in inches excrtra WMrrt atrttcat ci. i ' Notes: Contract Documents. • Stargrips must fie adequately wrapped or protected:,they are crwered by cn,i milirkct. • For applications exceeding the maximum pressure ratings listed please rant rc rargrip'). • Forapplkatltlns with vertical assets please contact Star Pipe Ptrxllectsjctr rd^c Amy �sboEERS inc. ENGINEERS • For applications an existingp e* the pipe needs to be struc!uralh sound am1 i -products in CI) order for the wedges to function properly Please cantaet Star Fipe Prodi+cts l By: DRS Date:10l19121 • SI:eT t,"&Ott"rt guirse extra lung t'/."x x "T-hnitc. RFV 21A1 AREc I TEfre)TRADEMARK Cf S1AR WE PR'}:1UC'r3 SW'PIPF PRODUCTS Provide Mfg. Cert. of Compliance. A. POUS)4M K1/ICORPOSTCXI L+1-90J.494-3011PAA281-155.0.s54 rwvrw.slaR:+pspn�Kis.oam TWRIwiltoid Page 2 f.,..yb 61:t YJbi XFF�] Qualified Product List hops://www.wsdot.wa.gov;+biz;mats/QPL,'QPLPrint,cfm1Product_no=20,.. Engineer's addition (product review supporting documentation) Washington State October 19.2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Star Pipe Products - Houston, TX Product Name: Stargrip Series 3000 Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: I of I 10/19i2021, 11:54 AM