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Home My WebLink AboutCAG-20-065 - Duvall - B14 - Furnish and Install 8-Inch Gate 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 PEJQPL 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. 3O. 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 (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer El Fabrication Inspection Region Materials ❑Stale Materials Lab-MS 47365 JCM 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/A1MWA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534, and a test outlet. Flanged outlet shall be AVWWA 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 t I Image reflects 6"x 4"i. • 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. NSE Effective 01.30.13 i Nif AN9 tll... SUBMITTAL REVIEW JCMx 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 dray'Sr Osborne, Inc. B CONSULTING ENGINEERSDat /2 2/2 2 JCM 412 Fabricated Tapping Sleeve — Epoxy Coat, Alloy Hardware✓ T LS .7 Y Body: ASTM 283 Grade C,ASTM 285 Grade C,ASTM A-36 Steel or equal. Flange: AWWA 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/AWWA 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 Flange A 8 C D E F Size` 11 D 1 GASKET 3 12 5 4-1/32 3-1/2 6 3/4 4 12 5 5-1/32 4-1/2 6 3/4 ' ,,,,,,.,, 6 12 5 7-1/32 *6-1/2 6 3/4 I iI �' '°;ll 8 16 5-1/8 9-1/32 8-1/8 8 3/4 I—'—I—I—I—I , • il 16 10 20 5-1/2 11-1/16 10-1/4 10 3/4 V 12 24 5-3/4 13-1/16 12-1/4 12 3/4 h A i\-B(LTS; QTY. E *On nominal pipe size 7.45 and smaller dimension D is 6-1/8" SIZE- F NSA Effective 01.30.13 ConOwlint PIS/.MIS H 5PG { A(3iflIStON OF::OLYMPIG FOUNDA ' 5 �' kg3 a, l f n�l M} 1 tl J/fr]T lyli • February 8, 2022 FB1-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 d vlied to you far the above project by Olympic Foundry meet or exceedlisteabo all e Cityand ofsupp 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, . cSt.s1_,L_ ...... .,. . .. . Lee;Hubenthal • • 'f; � :SP•.G Sales'Manager' Olympic:Foundiy,•I ic: :F. ` is - .. ' is y.. ..r•e.>•.y.u).. • ,..; is.: f ... � .......: .. .. �.R. - 1 , f tom.. �;��:' :1.. fss�� jn'a .�t=% �i'�i N "i G': �r. :is s;. �/� .}}b�rraa - ��((ea .,'., 5 %i A. .r .Y. w. :: ''::1rY m�ln 206.764.12D©. _ z.:A: `in.S 9. 08 f. r3 v' �. • . . ax> 2 6. 63.'17 r ?.5 \'iY r:a v� r •z� 4r4 rRc-, •i :Se tt s t11VA'' `%�.98 r..11. R ww.ol rim•- '.W ou� :comri 3. n�. :A.iiA r. a :r r.l•i 1 Mueller Co. Reliable connecliens 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"I PRODUCTION TESTING -� ` `a¢'ak'6sr. �' ''2ti. :r;�ifao-�'" ,r may:.• �" ...: .. 16, Hydro • Hydro imp "Size Description ModefrNo AWWA (p I Shell Test 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 tobe within the specification shown in the chart below under a controlled program and in accordance with ASTM A536 Ductile,Iron. . . ,� ant ��,� » � �r ,, � r'$<;4# :Ductile Iron ASTM A536 • , ' 5, CHEMICA COMPOSITIQN; , .. w .. . 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.com Plant Our Brands: Mueller® U. S. Pipe Valve&Hydrant® Jones®I Hydro-Guard® Form 13119r04116 Page 2of2 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 .PMechanical 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(Muiel141:k 0:001411;400049ii R=88)0:10A`D2000 1 Specification F °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 Nasledov Product Manager- Water Products Division Mueller Company 1401 Mueller Avenue, Chattanooga, TN 37406 PH 423-495-1234 Email:anasledov@muellercompany.com Website:www.muellercompany.com Aiilk � Washington State -I/ Department of Transportation Request for Approval of Material, . Contract Number FANtimber SR Date N/A Duvall Ave NE CAG 20-065 01I07F2022 - Sectlan 1 This of Project Duvall Ave NE County King Contractor Reed Trucking& Excavating, Inc. Subcontraacmr This form shall be completed•prior'to submittal.If this form is'not compete at time of submittal it may For W,SDOT Uae Only be returned for lnforrnation that was omitted. RAM# 072' PE Use Blditem Material or Name and Location of Fabricator, Specification PEIQPL HdgtrJQPL HQ Use. No:• Product/hoe Manufacturer or Pit Number Reference Code • ,Code B10 Thrust Blacks ,,Ash Grov• e 7-16 .2 89:03 1812.02 - B14.06 815:06 816.06 B17.10 B18.10 • • I 819,06 B21.08• • • • Project EngineerlRepresentative , Date State Materials EnglneedRepresentative 'Date 1/11/2(122 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Crlterla: Acceptance based upon'Sati factory'Test'Report for samples of materials to be Incorporated Into project; 0 Acceptance Criteria: Mfg.Cork of Compliance for'Acceptance'priorto;use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4, Acceptance Criteria: Submit.Shop Drawings for'Approval'prior to fabrication of material. 5.. Acceptance Criteria:' Only'Approved for Shipment',WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 8, Acceptance Criteria: Submit Certificate of Materials Origin'to Project Engineer Office. .7. Acceptance Criteria:, Request Transmitted to State Materials Laboratory for Approval Action. • 8. Source Approved: 9. Approval Withheld: 'Submit samples for preliminary evaluation. 10. Approval Withheld: • 11. Miscellaneous Acceptance Criteria. Remarks (PE):.Mfr. Cert. of Compliance-shall show cement mill test report number,and:•admixture product&dosage. Remarks , (HQ): 7-09.3(21) Concrete Thrust Blocking rThe 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 approval of all concrete blocking prior to backfillirig, DOT Form 350-071 Project Engineer Distribution Revised 0312021 ['Commuter Region 4 rations❑ pa Engineer ❑Fabrication impaction ❑Region Materials El State Materials Lab-MS 47385 Iv; Washington State Department Of Transportation 'Concrete Mix Design Contractor Submitted By Date Reed Trucking 1-7-2022 Concrete Supplier Plant Location Miles‘Sand&Gravel Pacific, Kent • Contract Number. Contract Name Duvall Ave NE-Renton • This mix is to be usedln the following Bid Item No(s): • Concrete Class: 4000.J Remarks • Can be used for Commercial Class Concrete Mix Design No. 0442A Plant No..202.203V Cementitious• Source Plant Type,,Class or Grade Sp.Gr: Lbslcy Materials Cement AshGrove Seattle ASTM C 1.50 Type.I111 3.15 564 Fly Ash a ❑F ❑C Alkali% GGBFS(Slag)a ❑100 ❑120 Concrete-Admixtures Manufacturer Product Est Range (oz/cy) Air Entrainment BASF MasterAir AE90 1-15 Water-Reducing Type A e BASF MasterPolyheed 997 17-50 Water(Maximum) 746 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd Q 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 W Average 14-day flexural strength(psi)(Concrete Pavement'Only) Concrete Chloride Ion Content(%by mass of cement) .031 V Q Water Soluble. ❑Acid Soluble Agency Use Only(Check.appropriate Box) ID 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: rl -) �. 1111f2022 PE Signature Date DOT Form.350-040 Distautlon:.Original- Contractor Revised 01/2020 Copies To-State Materials Lab.-Structural Materials Eng.;Regional Materials Lab;Project Inspector Mix Design No. 0442A Plant No. 202, 203 Aggregate Gradation Q AASHTO ❑Combined Nominal Maximum Size(In) Edit... Aggregates 1 2 3 4 5 Total WSDOT Source No.b B-329 J B-329 J Source Expiration Date b 06-2023J 06-2023J ASR Expansion(%)b❑14 Day ❑✓ 1 Year 0.02 0.02 Is ASR Mitigation Required? NO NO Stock Pile Grading` 57 J CLASS 2J Percent of Total Aggregate 0 Specific Gravity(SSD) 2.68 2.65 Lbs/cy(ssd) 1860 1260 3120 Include Percent Passing for each aggregate component. Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100.00 100.00 1-1/2 inch 100.00 J 100.00 100.00 1 inch 100.00 J 100.00 100.00 3/4 inch 78.00 100.00 86.88 1/2 inch 30.00 J 100.00 58.27 3/8 inch 8.00 / 100.00 45.15 No.4 0.10 V 98.00 V 39.64 No.8 0.10 J 84.20 34.06 No. 16 0.10 68.00 J 27.52 No. 30 0.10 47.50 19,24 No.50 0.10 22.80 J 9.27 No. 100 0.10 5.10 J/ 2.12 No.200 0.10 1.70 V 0.75 Fineness Modulus: 2.75 (Required for Class 2 Sand) Proposed ASR Mitigation Method: None Notes: a Fly ash or GGBFS is required for Class 4000P mix. b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%. No mitigation is required if the 1-year expansion is less than 0.04%.Proposed mitigation methods for 14-day expansions greater than 0.45%require ASTM C 1567 tests proving that the method is effective.See WSDOT Standard Specification 9-03.1. c Stockpile gradation:AASHTO No.467,57,67,7,8;WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 Distribution.Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector VOFFICE: 253.833.3705 FAX; 253,833.3746 400 Valley Ave NE MILES Puyallup,WA 98372-2516 SAND & GRAVEL Concrete Cylinder Report I Concrete Mix ID: 0442A AC!318 Performance Approval SpOC'd Strength: 000 Modification Factor 1.000 Number of rests- 30 Standard Deviation: 636 Average Range(P91): 17l For-Fe+I.340): 4,852 Standard Deviation: 636 Fcr-Fr+2.33(s)-500: 4,981 Coefficient of Variation,V: 9.2% � � � Within-Test5td Dev(PSl)' 158 \d/ Within-TestCoeff.ofVar 2.3% Average 4.82 4.7% 67 53 4,220 5,290 Botch-to-Botch Std Dev(P51)' 616 Max: 6.75 7.0% 71( 72 5.420 6,890 Batch-to-Batch Coeff of Var. 8.9% in: 3.50 O.O.5i; 59 37 2.89f1 4.06(1 Date Slump Air CT AT 7 Day 28 Day 1 06/24/21 5.75 5,0% 75 63 3,880 4,980 .> 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 5 03/02/21 6.00 4.0% 60 43 3,970 5,400 6 02/24/21 6.75 7.0% 62 37 2,890 4,080 7 01/27/21 4.50 7,0% 60 45 3,850 4,880 x 01/06/21 4.50 5.1% 61 45 5,170 5,990 9 12/23/20 4.50 5.0% 63 41 3,980 5,300 10 12/17/20 4.00 5.5% 59 47 5,030 5,870 11 11/23/20 4.50 5.0% 64 41 4,200 5,090 11 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 t3 07/31/20 5.50 3.5% 78 59 4,120 4,920 16 07/28/20 6.00 5.5% 72 70 3,360 4,060 17 06/19/20 4.50 4.5% 76 72 3,510 4,400 18 06/18/20 4,00 4,2% 71 70 4,090 5,250 19 06/09/20 5,50 6,0% 68 54 3,740 4,710 20 06/09/20 5.00 6.0% 69 57 4,490 5,850 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 14 05/06/20 5.00 5.1% 63 54 4,330 5,230 23 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 5,830 211 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.MILE5,R0CI(S BASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer/Plant: Comments: Mix ID!Number: 0442A Application: AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (Ibiyd3) (%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 ozicwt) 0.0003 ACCELERATOR (fl az/cwt) RETARDER: (fl ozicwt) WATER REDUCER: (fl ozicwt) 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: I (fl oz/ewt) ASR INHIBITOR: (gal/yd3) CORROSION INHIBITOR: (galtyd3) SHRINKAGE REDUCER: (gal/yd3) COLOR: (Ib/cwt) WATERPROOFING: I (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) _1 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) 'I 0.031 CI • BASF 03 30 00 Cast-in-Place Concrete We create chemistry n034000 Precast Concrete 03 70 00 Hass 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 ASTM C 260,AASHTp M ■ Improved resistance to damage from cyclic freezing and thawing 154 and CRD-C 13. ■ Improved resistance to scaling from deicing setts ■ 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 a 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 tears 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 13afC 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method,deviates by more than 1.5%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. MASTERS »BUILDERS SOLUTIONS MasterAir AE 90 Technical Data Sheet Guidelines for Use Precaution 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 water include terriperature, cementitious materials, sand gradation, sand- the conventional practice of holding back water during botching aggregate ratio,mixture proportions.slump,means of conveying for addition at the jobsite.Therefore,.caution should be exercised and placement, consolidation and finishing technique. The with delayed additions of 'water to air:entrained concrete. amount of MasterAir AE 90 admixture used will depend upon Furthermore, an air content check should be performed after the amount of entrained air required under actual job conditions. post-hatching addition of any other materials to an air-entrained In a trial mixture, use 0.25 to 4 fl ozlcwt (16-260 mL/100 kg) concrete mixture. of cementitious material: Measure the air content of the trial mixture,and,,if needed,either increase or decrease the quantity Product Notes of MasterAir AE 90 admixture to obtain the desired air content. Corrosivity — Nan-Chloride, Nan-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 et 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 requited to obtain the desired air content, consult your local separately into the concrete mixture. sales representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh Storage and Handling concrete,.a suitabte.air-void system is achieved in the hardened Storage Temperature:MasterAir AE 90 admixture should be stored concrete. and dispensed at 31°F((-0.5°C),or higher.Atthqugh freezing does Dispensing and Mixing:Add MasterAir AE 90 admixture to the notharmthisproduct,precautionsshouidbetakentoprotectitfrom concrete mixture using a dispenser designed-for air-entraining freezing.if MasterAirAE 90 admixture freezes,thaw at 35°F(2°C) admixtures,or add manually using a suitable measuring device or above and completely reconstitute by mild mechanical agitation. that ensures accuracy within plus or minus 3%Of the required Do not use pressurized air for agitation. amount. Shelf Life: MasterAir AE 90 admixture ha"s a minimum shelf For optimum,consistent performance,the air-entraining admixture life of 16 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-solutions.basf us page 2 of 3 MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAir AE90 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 FORA PARTICULAR PURPOSE.WI•TH RESPECT For additional information on MasterAir AE 90 admixture,or its TO ITS PRODUCTS. The sole and exclusive remedy of use in developing a concrete mixture with special peformance Purchaser for any claim concerning this product, including but characteristics,contact your local sales representative. not limited to, claims alleging breach of warranty, negligence, The Admixture Systems business of BASF's Construction strict liability or otherwise, is shipment to purchaser of product Chemicals division is the.leading provider of solutions that equal to the amount of product that.fails tarneet this warranty improve placement, pumping, finishing, appearance and or refund of the original purchase price 'of product that performance characteristics of specialty concrete used in fails to meet this warranty, at the sole option of BASE Any the ready-mixed,precast,manufactured concrete products, claims 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, with experts from many INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS)brand, we are connected globally OR PUNITIVE DAMAGES 0>=ANY KIND. fields to provide sustainable solutions for the construction industry. Purchaser must determine the.suitabirity 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 producfts)..Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF ht •A .=-vria .1E 90 uncar Inn Mrustrr Buildurz:SultOion-.bend,alledivc Jonu ry 1.2014. r wui% BASF Corpc llon 2015®Ot/10®PRE-DAT-00t3 BASF Corporation UMW Stites Canada AdmixtureCorporation Systems 23703 Ch rgrin Eladavard l0 0 Clark Boulevard Cleveland,O-io 44122-6544 Erampicn,Ontario LOT 4MI7 www.master-builders-solutions.basf.us nl:SOO 8.2O• 2 d Fax;216 839-6E21 Tul;.900 387-5862 la Fax:935 792.0651 page 3 of 3 Engineer Addition gWashington Stale Departaient of January 10,2027 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly"BASF Construction Chemicals, Inc.) - Cleveland, OH Product.Name: MasterAir AE 90 Standard Spec : 9-23.6(1), Concrete Admixture - Air Entraining Admixtures Product Description : Liquid air entraining admixture for concrete Product Restriction : Acceptance Code: 2250 Code Description :Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Nov 27, 2013 To be completed by the field inspector: Quantity: Verified By: Date: a • BASF 03 80 00 Cast-in-Place Concrete 0 03 4060 Precast concrete We create chemistry 01 03 70 00 Mass Concrete MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Formerly PolyHeed 997* 77 Description Features MeSterfkitypeed 997- • . IN True mid-range water reduction(5-15%)and excellent performance across a wide slump edmiXturelS'epatented, renge,especially the difficult slump range of 543 in. (125-200 mm) —m !Iti componint , • Supenor workbihty,pumpability and finishabilityqualitieS even in concrete mixtures rar)gfWeter-reclucing containing low amounts of cernentitious materials edrinixtUre:MaSteri5olYheer* 997 admixture meets • Superior finishing characteristics for residential/commercial flatwork and formed surfaces :ASTk/1494904 -,,requirernents for Type A, Benefits water-reducing and Type • Significantly reduced placement and'finishing time resulting in lower in-place .highlange water-redUdingi concrete costs 1,adrffixtUres: N Higher strength at all ages A110.1100t0.n.s:. • p)hanced concrete durability 046$1,00:600d for usoIn it Increased service life of concrete structures wresupeiior!Altooncretia applioapohs Performance Characteristics 0,11* tit Oro ili ,, PO011if.i. Mixture Data:500 lb/yor3(295 kg/m3)of Type I cement;slump 6-7 in.(150-160 mm);5-6%air; finihabIity qualities concrete temperature 70°F(21 QC);ambient temperature,70•*(21 oq. *0.00,1r4ttril:Oarii0lar" Setting Time Performance' •;flatOlei rioteigiad corierefe;and perVietic. Initial Set Difference concrete. Mixture (h:min) (h:min) aCncreteontaining Reference 6:01 •Mandactured'sat!ctanct MesterPolyiteed 997 admixture t?) harsh Concretemikturea 5 fl eziowt(325 mLI100 kg) 622 +0:21 10 fl oz/cwt(650 mUl 00 kg) 6:57 +0:56 15'8 02/0414(980 n11110010 7:31 +1:3Q 1: • • I ,, • - MASTERS *BUILDERS SOLUTIONS MasterPolyheed .997 Technical Data Sheet Compressive Strength,psi(MPa) Storage and Handling Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes, ...,—._...__.....__..._.�...._.�._...�._.....,_ ._..._.._......�_...._._.._._,...,..�_....._� thaw at.35 °F (2 °G) or above and completely reconstitute Plain 23fi0{16.3) 3320.(22.9) by mild mechanical agitation. Do not use pressurized air for MasterPolyheed 997 admixture agitation. 5 fl oz/cwt(325 mU100 kg) 3060(21.1) .3930(27.1) Shelf Life: MasterPolyheed 997 admixture. has a minimum 10 fl oz/cwt(650 mU100,kg) 3740(25.8) 4610(31.8) shelf life.of 18 months. Depending on storage conditions, the 15 fl oz/cwt(980 mU100 kg) 4620(31.9) 5460(37.7) shelf life may be greater than stated.Please contact your local 'Note: The data shown are based on controlled laboratory tests. sales representative regarding suitability'for use and dosage Reasonable variations from the results shown here maybe experienced recommendations if the shelf life Of MasterPolyheed 997 as a result of differences.lh concrete making Materials and dobsite admixture has'been exceeded. condiffons. Packaging Guidelines for Use MasterPolyheed 997 admixture is supplied in 55 gal (208 L) Dosage: MasterPolyheed 997 admixture has a-recommended drums,.275.gal(1040 L)totes and by busk delivery. dosage range of 3-15 fl oz fcwt (195-980 mU100.kg) of cementitious material-for.most concrete mixes: Related Documents As the dosage•of MasterPolyheed 997.admixture increases to Safety Data Sheets: MasterPolyheed 997 admixture 15 fl oz/cwt(980 mLI100 kg)of cementitious materials,normal concrete setting characteristics are maintained and early and Additional Information ultimate compressive strengths increase. BASF does not recommend the use of.dosages outside the • For additional information on MasterPolyheed 997 admixture or recommended range without trial testing; Consult,your local its useindevelopingconcretemixtureswithspecial:perfarrnance sales representative for assistance in determining the dosage characteristics, contact yourlocat sales representative. for optimum performance. The Admixture Systems business Of BASF's Construction Chemicals division is the leading provider-.of solutions that Product Notes improve placement, pumping, finishing, appearance and Corrosivity — Non-Chloride, Non-Corrosive: MasterPolyheed performance characteristics of specialty..concrete used in 997 admixture will neither initiate nor promote corrosion of the.ready-rriixed,precast,manufactured concrete products, underground construction and.paving markets. For over reinforcing or•prestressing steel embedded in concrete, or 100 years we have,offered reliable products and innovative of galvanized steel floor and roof systems. MasterPolyheed technologies,.and through the Master Builders Solutions 997 admixture does.not contain intentionally added calcium brand, we are connected globally with experts' from many chloride or.other chloride-based ingredients. fields to provide sustainable-solutions for the construction Compatibility: MasterPolyheed 997 admixture may be used industry. in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. • BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterPolyheed 997 Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties 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' WARRANT( OR GUARANTEE, EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSEWITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product,including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise,is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of-BASE Any .claims concerning this product must be received in writing within one(1)year from the date of shipment and any Claims not presented within that period 'are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL,CONSEQUENTIAL ONCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND: Purchaser must determine the suitability of the products for the intended use'and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and • advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship .be created by or arise from the provision of such information and advice. BASF reserves the right to make any'changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF} •Pcrlybxd 997 became M.0 torPaybeed 997.larder the Master Builder-4 Stittrions brand,elfontweJanuary 1,2014, Zattl 0 BASF Ccrparatlon 2015 m OAS®PSE@AT W60 BASF Corporation Ursiteo Stases Carred3 237C0 Chagrin Baule:ard 1800 Ckark Bcdevad Admixture Systems Ciewaland,Chia 44122-5544 Brampton,Cxtririo LOT 4M7 wwwmaster-builders-solutions.bast,us Tol;800 620.9000 rst Fax:216 Ers3.8321 Td:BCC 087.5362 41 Fax 005 702•08551 page 3 of 3 f-rr�r-r,rrrr-r�rrr�r n Engineer Addition Washington State Department of January I0,2022 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: eco, CONSTRUCTION TESTING LABORATORIES, INC. i cirL 40u Valley Ave N.E., Suite 102, Puyallup,WA 98372 Tel le 253-3834778 f Fax#25.3-770-8232 wipbsite:www awa.Dom MISC . LABORATORY TEST REPORT CLIENT Miles Sand& Gravel REPORT DATE December 28, 2021 PROJECT TITLE 1 MISC. TESTING REPORT NLA.A3ER 268 PROJECT ADDRESS N/A PRCLEC- 4303 • NUM3ER coNTRAcroe , N/A . _ WE c 1 NiA CCIVIRACT OFtDER Na PURCHASE no JCR CRCER ia. NiA CODER N/A AMBER N.'A MATERIAL INFORMATION DATE REQUESTED___ ASTM C117,C123,C142,Wood Waste c .orlame 12.09-2021 mk"I AL AASHTO Grading#57(ii.Washed) DEITAiNED BY Client-Alex B. ly..mo sounce Canyon Pit,8-329 SUBMITTED IS' Client-Alex B. OF SAMPLE LAB NUMBER 21-1730 -• LOCATION e,,,,_,,..,;,_ OF SUPPLY , s•/"A•1111V 0 \._).+ CR. - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& %WOOD FRIABLE 0.0 %REQ. 2.0 max : 0.00 %REQ. 0.0:5 rilii.ii COARSE FINE WASTE PARTICLES FINE AGGREGATE %REQ. #200 SCREEN 0.3 %REc. 1.0 max SIZE %LOSS SIZE `.. LOSS ANGULARITY SAND EQUIVALENT %REQ. -7 __O!,26?k,VECs °A,REG. 4"-3 lic (REF.METHOD) _ , —IMPURI . Ught Weight Pieces, LOOSE UNIT I l Specific Gravity 2.0 0.0 %REQ. 2.0 max WEIGHT %REC. 3W-3' (coal&lignite) ------ -- — --- WT PER DEGRADATION %REQ. 1 CU/FT %REG. 3"-2 IA* RODDED I I 2'..4"-1 V2" . . FRACTURE FRACTURE "- " (SINGLE FACE) (DOUBLE FACE) 1 1,4 % #8-#16. . SIZE RESULT SIZE RESULT 3./. -3/8" #16-#30 . .1/4 REQ. 1/4 REQ. alr-#4 #30-#50 • • . - . • *• ' %REQ. %REQ TOTAL TOTAL ..- ATTERBERG LIMITS Requirement; PLASTIC UMIT(Pt) %REQ. LA ABRASION • UQUID 1/4 REQ. Grading: Result: LIMIT(IL) • PLASTICITY %REQ. %REQUIR EC INDEX(P1) 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 lEll Elongated: By Pieces 1:3 Flat&Elongated: Total: Requirement: 1E., r.,..F.i-i..:.:,,.',F7F(1-;•ir 7:S'i LAB REMARKS EQUIPMENT SET 0 2, 13, 14 IECHNICIAN B. Rowden/,,,, C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONE-T.TESTING_AB INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) . . eiripi CONSTRUCTION TESTING LABORATORIES, INC. cn. 400 Valley Ave N.E. Suite 102,Puyallup,WA g8372 Tel#253-383-8778 t Fax a 253-770-8232 webeite:%wet,cL-wa cram MISC . LABORATORY TEST REPORT . Miles Sand&Gravel I REPORT DATE 1 December 28, 2021 PR(1/66-- 266 MISC. TESTING irn.e NUMBER PROJECT NA ADDRESS i PROJECT 4303 . NUMBER r:ONTNAL- Og NA ))._ t.,C,rFAC- -'l.F47.1,ViE .117.2 C',ZER NIA NIA N/A UFDE V NIA :1-1LE F-:N::: QRDE•F 'N C, MATERIAL INFORMATION _..., REUEL ASTM C40,C117, C123,C142 DATE OBTAINED 12-09-2021 MATERIAL TypE Concrete Sand(Building Sand) OBTAINED BY Client-Alex B. SOURCE Canyon Pit,B-329 Subf,11 TIED BY Client-Alex B. OF SAMPLE LAE NUMBER 21-1728 LOCATION OF SUPPLY Stockpile D \UMBER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM ( CLAY LUMPS& %WOOD FRIABLE 0.0 %REQ. 3.0 max • %REQ. COARSE FINE PARTICLES L WASTE FINE AGGREGATE %REQ. #200 SCREEN 1 5 %REQ. 2 5 max SIZE ",LOSS SIZE %LOSS ANGULARITY , . ______,_______ ' ,-.-• .--, SAND EQUIVALENT ORGANIC I %Rea. Plate#1 %REQ. #3 max 4- 3 ...,- (REF.NEMO) 1 IMPURITIES Light Weight Pieces, LOOSE UNIT Specific Gravity 2.0 0.0 %RE C 1.0 max WEIGHT %REQ. 3 1/4"-3" (coal&lignite) wr.peR DEGRADATION i %REQ. CU(FT %REQ. 3"-2'A' RODDEC 2%"-1 1.4" -. . • • • FRACTURE FRACTURE r 1 16"-%" #8-#16 (SINGLE FACE) (DOUBLE FACE) , ' SIZE RESULT SIZE RESULT ' Y."-3/8" #16-#30 • . A,REQ %REQ, 3/8"-#4 #30-#50 • Y,RED %REQ. TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC %REQ. LA ABRASION UNIT ON UOUID , LIMIT(LL) %REQ. Grading: Result: PLASTICITY %REQ. %REQUIRED INDEX(PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD ‘ Apparent SSD Apparent OVEN DRY * %ADSORPTION OVEN DRY 4.. ABSORPTION Flat&Elongated RESULT(S)I STATUS Ratio: Flat: By Weight C.' Elongated: By Pieces 0 Flat&Elongated: Total: Requirement: RE,..liwy ED G, APPRO.,•E:E'v LAB REMARKS EQUIPMENT SET a 2P 13, 14, 16 TECHNCIAN B. Rowdenid,, 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) VI; Slate WSDOT MATERIALS LAB 07/3 I/201 s r VI/ 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 LA 11 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary Portland Cement Concrete Aggregates: Test Date i)6:2U/2018 Expiration Date: )b/20/2423 ASR-14 Day:0.51 ASR-One Year 0.02 GCA Absorption;1.02 CCA Sp G'2.69 Deg 72 FCA Adsorption 2 A FCA Organics: 1 FCA Sp Gr 2641 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 Rods Wall,Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp G.(SSD): Bulk Sp.G.: Deg. LA: Remarks: NOT Approved for: Quarry Spells Rmprap 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 7 2,737 Bulk Sp,G (SSD):2,69 Bulk Sp.G,;2.662 Deg:72 LA:11 Remarks: Currently Approved for: Streambed Aggregate Gravel sorrow 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 Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench 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 Vir Certificate of Conformance For Concrete Production Facilities N RMCA THIS IS TO CERTIFY THAT Pacific Plant 202, Pacific, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures �0c,CRAM;\ - c�e� f wnsH,tic c�� Q c- ' I. Signature of Licensed Professional Engineer er 1) A 37 .41 1 January 21, 2021 April 18, 2023 +;11, F STE/,t‘C� `';N1..E 4 Inspection Date Certification Expiration Date SUBMITTAL REVIEW This company will maintain these facilities in coral and will correct promptly anyjbficiencies which develop. _X_ No Exceptions Taken Make Corrections Noted /Z-44'14 /� Amend & Resubmit �`T'�` Rejected-See Remarks -- Signature of Company Official IMPORTANT NOTICE This review Official does not relieve the Contractor from NOTICE:The Check List indicates on)hat liaril Whim are sallidedon responsibility to comply&conform imam of the oonaeteibe1* haQecihalllonrewlrementemusbeverillsdbyusualinepar with the Plans, Specifications. and This oertMeab is issued by the Memel Ready lured Concrete Aso irks a Contract Documents wants Mlle NRrlCA C&Ilf&arionn of Reedy Mined Concrete Production Fectiee,0C3.Ur 165b t in legal aloe, Plant ID 4:801670 (inlay L'Lr C_Xabo''"e, I/L"C' 7133 0 1965,1992,2001, E SL�t+tom E`41NE�R5 By MB Date 1/10/22 National Ready Mixed Concrete Association 66 Cana Virginia 22314 National Ready Mixed Concrete Association fir Certificate of Conformance For Concrete Production Facilities NRMCA_ _ a THIS IS TO CERTIFY THAT Kent Plant 203, Kent, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Botching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures `a. of wasy,,ii se, .el ;"i Qt-T- --- W 0 ,_. z j" Signature of Licensed Professional Engineer 9° '�Fa, A7343 �"�� January 19, 2021 March 19, 2023 4. -11 .Al.e Inspection Date Certification Expiration Date SUBMITTAL REVIEW This company will maintain these facilities in cornl and will correct promptly y deficiencies which develop. X No Exceptions Taken /1 ) Jk I / Amend 8 Resubmit Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official NOTICE:The check list indicates**het pant Sedates are eetlefactory does not relieve the Contractor from xmance of he concrete Reede(uk spedemlbn regii ment5 read be vended by usual impel responsibility to comply&conform with the Plans, Specifications. and The certflcm s is Owed by he Ratonal Ready*ad Connate Aasoaiskan a Contract Documents merits o(the NRMCA Certilicelion of Ready Mixed Concrete Piodudion Facilities,CC3,Ur t in legal action Plant ID#:801815 (.ira+Ay&Osharsia,Lac. 3890 0 1965,1992,2001, CONS WINO ENGINURS National Ready Mixed Concrete Association 66 Cana By: MB Date:1/10122 vino'.22314 ASH GROVE Mill Test Report Plant Seattle Cement Type GU 8 I-II Low Alkali Date 21-0c1-21 Production Period September 1.2021 October 1,2021 Certification No. 2021.17 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Limit Spec I est Spec Limit Spec l est Item Type GU Limit Result Item Type GU Limit Result SI02(%) A ° 19.9 Air content of mortar(volume%) A 12 max 6 A1203(%) A 6 0 max 4.8 Blaine fineness(m'Ikg) A 260 min 383 Fe2O3(%) A 6.0 max 3.4 %Passing 325 mesh 72 mint° A 96.8 Ca0(%) A ° 64.7 Autoclave expansion(%) 1.0 max 0.50 max 0.10 MgO(%) 5.0 max 6.0 max 0.7 Compressive strength MPa(PSI) min: min: S03(%) 3.0 max 3.0 max 2.8 1 Day 4 A 14,9(2160) Ignition loss(%) 3.0 maxF 3.5 max 2.9 3 Days 14.5 12.0 27.4(3970) Na2O(%) A A 0.22 7 Days 20.0 19.0 35.2(5100) K20(%) A 0,34 28 Days 26.5 A 43.5(6310)r Insoluble residue(%) 1.5 max 1 5 max 0,40 Time of setting(minutes) CO2(%) A A 2.0 Vicat Initial not less than 45 45 100 Limestone(%) 5 max 5.0 max 4.6 Finer not more then 375 375 177 CaCO3 In limestone(%) A 70 min 96 Meat of hydration(caU9) Inorganic processing addition(%) A 5.0 max 0.8 7 Days A A 89 8° (Baghouse Dust) Potential phase composition(°.tile C3S A A 57 C2S A A 13 C3A A 8 max 7 C4AF A A 10 C4AF+2(C3A) A A 24 C3S•4 75(C3A) A A 90 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Lone Spec. 1 est S1:'i .ow. Spec lest Item Type GU Limit Result Item rvvui3L, Lund Result Equivalent alkal.es(%) A 0.60 max 0.44 False set(%) 50 min 88 °Not applicable. 'Teal rerun represents most recent value and Is provided for Information only. cAui)usted per A 1.6. °Fineness: 45Nm sieve,maximum%retained,28. 'The reported 28 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 Date Type Baghouse Dust Amount(%) 0.8 SIO2 1%) 14.6 AI203(%) 6.5 Fe203(%) 1.5 CaO l%l 40.9 S03(%) 0.7 Base Cement Phase Compou Lion C3S(%) 61 C26(%) 14 C3A(%) 7 C4AF(%) II We certify that the above described cement,at the time of shipmem.meets Llie chemical and physical requirements of the ASTM C150IC150M-18 specification and the CSAA3001-13 Type GU specification, Signature: Title: Chief Chemist Edward C.Rafacz 3801 E Marginal Way S,Seattle,WA 98134. Ph;(206)623-5596; Fax:(206)623-5355 Engineer Addition gWashington State Department of January 10,2422 Qualified Product List Contractor Product Information Contractor: L Contract No:1 Sub Contractor: Date: Bid Item: Manufacturer: Ash Grave Cement Company - Seattle, WA Product Name: Portland Cement Type I, Type I/II low alkali, Type III ; (AASHTQ M-85, ASTM C-150) Standard Spec : 9-01.2(1), Concrete - Portland Cement Product Description : Manufactured -Seattle, WA: Portland cement Type I,Type.I/II low alkali; Distributed from: Seattle, WA, Portland, OR and Spokane, WA -Portland cement Type III distributed from: Seattle, WA and Spokane; WA, Product Restriction : Acceptance Code: 2525 Code Description : Acceptance based upon the cement Manufacturer's Mill Test Report number being shown on each concrete producer's certificate of compliance. Last Updated : Sep 24, 2012 To be completed by'the field inspector: Quantity: Verified By: Date: Washington State I/ 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 i 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 Hdqtr./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 1/17/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2 Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. 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.R.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 ❑X Contractor Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 B14,B15,B17 PRODUCT,SPECIFICATIONS A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" Raids 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/UUFM. 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'° 0a 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 1.50 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, Nitrile, 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. 4.1,3 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.SP ECIFICATIONS A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" ' ''s'0'ctinr • 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 at2 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. Mueller 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.mueller-international.com Idibiltmour moreinfo@muellercompany.com more-info@ muellercanada.com international@muellercompany.com Copyright 0 20t7 Mueller Co.,LLC.All Rights Reserved.The tradomarks,logos and service marks displayed in this document herein are tho property of Mueller Co.,LLC,its affiliates or other third parties. These productsare intended foruse in potablewaterapplications.Please contactyourMuellerSales or CustomerSorvice Representativeconcemng anyotherapplication(s). Form 13209 r09-18 page 3 of 3 I1 From RAM 039 MN Ulf .... Luz nlui Mb,NO ra r tea N. aIN W' 111 �1MN�11a'I Mw11 bM 411111111M1101t t1 11a1N:M. �(N . m ui trill IM1 1OW�� ; ilpnNw wt1 I1 M($IIgUN VIL IIIIMl4I wW11-Q Ma>•aMM �� 1 MIIJ1NI1w SSW1 _M ff• V Nw�! Ml ,r atI'M44 twtl IIIM1QII +HIwI tt�, [ ii ,....,, , Nq MK Na ii a 1 t.t 1 fI // nL N MI•IY w IwlA1I1 �f ,� i1I II'. w w1l.Il wt t4 PI /IIc Iy_' n Nn�nr.a.1a M INl' ■ 1 M FNI1101 sy::- • Mai I .. -It• i: .. • . • I • 7IIIIi/` C Jte.as','w. �a,.sit 'WwnB'.w FLANGE ENDS a. L'r"'LC L'G LR 'i.Si` ° iiicewl n o .1 MECHANICAL JOINT ENDS il ,N'II N1 u II I www�wwwww II l e— SUBMITTAL REVIEW E'1 . ■ II _Li FT-- No Exceptions Taken --— ILI I11 i^-s'isrlii'L'" fUI-I-E1U '. X Make Corrections Noted �1 :II' — Amend 6 Resubmit j r _ Rejected-See Remarks Sus-ON FN1M w FLANGE X SLIP-ON ENDS IMPORTANT NOTICE:This rev** I does not relieve contractor from his 3 '� responsibility to comply&conform Mr a1W1.NM ON O11.11 ! r . w 'Aw 1. With the Plans,Specification,and IM1 :1.H . I.w »a 11 f.ww a,. It.M I.N I 1.N III. 1 _. ::: :M i11t } I.w �.M /H 1,'t�.,} N,N I/.N 1 fM 'I,N It}f NR..S Z,..n Contract Documents �';I al : ill�i�I,'.'{i �rtt I;t, :r.i1 ult i t:t7 ',t:C �I t 1 F..:� _ '� M.M 'M 1.N .1.M I-I.N NM .1.N N./1 AN .I.N M., I l VI 'CM Ill II _ ,011/1, IIM : i APMOVI .,...14 + C rtsy&Ow}xlrr•c.Ilya I ,. - . x ,. t x. I.,I. n Ir rww cn ,..1 N..N. .14„� I CONSUI.TING EN INEEMS • ' a Please ensure that valves conform to all the requirements By ABZ Date 9/2412021 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" - Comethst 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 o12 SUGGESTED SPECIFICATIONS Mueller Co. LARGE GATE VALVES, 14" - 54" ,,Cimmtiosi 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 with the Plans, Specification, and S.P. 9-30.3, including being stamped with "NSF APPROVED" Contract Documents. and satisfying AWWA C590 and C515 (sreay &Osborne, Iris. CONSULTING ENGINEERS By: DRS Date: 1/17/22 Water(U.S.)1.800.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 Wait Co. www.muellercompany.com www.muellercanada.com www.mueller-intemational.com NW&IhnedInf moreinfo@muellercompany.com more-info@muellercanada.com international@muellercompany.com Copy Syr;s 20'E MLelle.Cc 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 products are Wended for use H,potable water applications.Please contact your Mueller Sales or CustomerService Representativeconceminganyother application(s). Form 13896 r2-18 page 2 of 2 B14,B15, B16, B17 14) PRQSELECTTM .. , . 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 I • 2 locking screws on valve nut H 2.36±.06 .24±0.2 8.46±.02 Specifications 41 r F i F Number Size E PS41107 1' 0488±.04 PS41108 2' I 1 . 1 PS41109 3' .12±0.2 _ [ A.Overall PS41110 4' D Length PS41111 5' PS41112 6' PS41114 8' e� t+±0.2C PS41119 1-1/2' q�o," B ;UBMITTAL REVIEW X No Exceptions Taken Section Dimensions Make Corrections Noted L±10 _ 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 F Dirt Shield Diameter 04.17±.04" / , 46) (.:„sy�&0 an Rom.h ., G Dirt Shield Thickness .24±0.2" By DRS oate1/17/22 H Top to Dirt Shield Length 2.36±.06" Top to Center Plate I Length 8.46±.02" 7 F 1 A A Tightening A3 Screw Material Paint Type Black lead-free paint;sprayed. 318 UNC C=11: Mr 69t35 5 Distributed Exclusively by Ferguson and Wolseley Canada ©2011 Ferguson Enterprises,Inc. All Rights Reserved 969210/11 Washington State ♦j Department of Transportation Request for Approval of Material Contract Number FA Number NIA SR Duvall Ave NE Date CAG 20-065 Section l Tide 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 PEK}PL 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 3 B15.01 Gasket Cain Bolt and Gasket, Inc. B16.01 B17.05 B18.05 Project Engineer/Representative �,k. —y l Date State Materials Engineer/Representative Date 12/21/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. TAcceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes ❑No Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 9 10. Approval Withheld: Cert. of Compliance for valves does not meet requirements of WSDOT 1-06.3 1 Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0Region Operations Engineer ❑Fabncalion Inspection El Region Materials El State Materals i ab-MS 47365 BID ITEM B14 SPEC REF 7-16 Mueller Co. Reliable Connection' 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 * Hydro Hydro Size Description I Model No. AWWA UL Hydro 1} I 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 specific.tion shown 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 CHEMICAL COMPOSITION results and Element C Si Mn S Cu P Cr Ti Ph M. certification as part of Minimum 3.900 2.500 0.370 0.140 Cert. of Compliance. Maximum 3.950 2.800 0.420 0.022 0.180 0.050 0.080 0.015 0.005 SUBMITTAL REVIEW No Exceptions Taken rZte,thiiflcatfColiceT3e p 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. 1401 iMueiier Avenue; Chattanooga, TN 374C6 c 423.698 8811 i F 423 698.8977 muellercompany corn ( r+ny&O"bome,Iz �y Brands:ENGINEERS Our Brands: Mueller, ( U S Pipe Valve& Hydrant I Jones I"Hydrn-Guard By DRS Date12/21/21 :.•.; 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 CompositionMechanical 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, 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 PH 423 34 supporting mill tests or documents.A Manufacturer's Certificate of Compliance shall be Email:aasIedasledov@muellercomoanv.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. Gasket material for below gate valves: NeoprNeoprene B14.01 -8"Valve ene B15.01 -12"Valve Commercialgrade neoprene rubber ( cr B17.051 -6" Valee p � B17.05-s"Valve B18.05 -6"Valve Moderate oil, acid, and abrasion resistance Temperature range: -20 deg f to +190 deg f Maximum pressure: 150 p.S.l. 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. 510) Gray ez Osborne, Inc. CONSULTING ENGINEERS By. _ DRS Date:12/21/21 r WAn Washington State ilI Deparbnent Of Transportation Request for Approval of Material Contract Number FA Number N/A a jsRDuvall Ave NE Date CAC 20-065 8/31/21 , Se`lion of Project Duvall Ave NE County Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal.If this form is riot compete at time of submittal it may For WSDOT Use only be returned for information that was omitted. . RAMS On PE Use Bid Item Material or Name and Location ation of Fabricator, Specification PEMPL Hdgtr tIPL rip Use No. Product1YAe , Manufacturer or Pit Number Reference Cods , cede B14 8 Valve Olympic Foundry Inc 7-16 2 B14 valve box Olympic Foundry Inc 7-16 2 B14 RWGV Mueller 3 Mo el A23302 7-16 B14 Flank Gasket American Ductile Iron Pipe 7-16 10 B14 IN's ' Bolts, s FNW Nuts 7-16 10 B14 Valve Box Cover Olympic Foundry Inc 7-16 2 Project EnglneedRepresentative ;---f- Date State Materials Engineer/Representative Date <---e- • 10119I2021 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 Protect See requirements of 2. Acceptance Criteria: Mfg.Cart.of Compliance for'Acceptance'prior to use of material.WSDOT 1-06.3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ®Yes Q 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 Approvat Action. S. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. CO •. Withheld: See Remarks 11. Miscellaneous Acceptance Criteria. Remarks (PE): APPROVAL WITHHELD: For Flange Fitting,Gaskets shall be neoprene, Buns N,chlorinated butyl,or cloth- Remarks Inserted rubber per S.P.9-30.2(1) (HQ). Bolts and nuts shall be malleable iron,Cor-ten,or stainless steel and conform to the requirements of S.P.9-30.2(1) Mfg.Cert.of Compliance shall meet requirements of WSDOT 1.06.3 and state compliance with Special Provisions 9-30.3(4)IAWWA C504 for the valve boxes. DOT Form 350.071 Protect Engineer Distribution Ravisad 0312021 ®Contractor 0 Region Operations Engineer ❑Fabrication inspection ID Raglan Materlais O&M.iibeterfera Lab-MS 47365 BID ITEMS B06, B08, Figure NBSZ B11, B12, B14, B15, B16, TM PIPING PRODUCTS B17 FNW 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 1 SAE J995 GRADE 2 Features • For 150#&3004 SI Flanges • Lengths for • •. a, Two Flanges' • Material arbon Steel + .,. w • Finish:Zinc•F C'i • Sizes:112"to 24'(150#), 112"to 12"(300#) Standards • • Bolts: . _ o Material-ASTM A307A Grade A I/ Dimensions-ASME B18.2.1 Thread-Class 2A11110 t• '- • Nuts: ' �: Material-SAE J995 Grade 2 • 0 lir Dimensions-ASME B18.2.2 ,, Thread-Class 2B + • Boit Properties 150#Pack Quantities&Bolt Sizes(inches) • Tensile:60 KSI Minimum Size Bon Qty Nut City Diameter Bon Length • Elongation: 18%Minimum 1,2 , 4 , 4 , 112.13 2 • Hardness:69-100 Rb 34 4 4 1r2-13 2 1 4 ♦ 1,2-13 2-1f4 1-114 4 4 1/2-13 2-114 •Based on 1116"raised face and 1fe"gasket 1.1/2 4 4 t12-13 2.12 2 4 4 518.11 2.34 2-112 4 4 5,8-11 3 3 4 4 593-11 3 4 8 8 5r8.11 3 5 8 a 34-10 3.114 6 8 8 3/4-10 3-114 Figure Number Matrix a a a 314-1a 3.12 11) _ 12. _ 12 718.9 _ 4 FNW N8S 41 SUBMITTAL REVIEW 1 r I FINISH FLANGE SIZE CODE — No Exceptions Taken Zinc=z 150#=1 172=o El=u ` _— 8 300S=3 314=F =x i Make Corrections Noted 1•c 10=10 3001 X Amend&Resubmit 1.1J4=N 12=12 Rejected-See Remarks 1.112=J 14=14 St --- z=K 16=16 a IMPORTANT NOTICE:This review 2 tr2-L 18=1$ ' does not relieve contractor from his 3=M 4=P 24.22c4 /. responsibility to comply&conform 5=S with the Plans. Specification.and Note; 'om"sizes are upto ir wit 2.. Contract Documents. Bolts and nuts shall conform to S.P. 9-30.2(1), including i Cry&Osborne, Inc. F CONSULTING ENGINEERS size and length with AWWA C1111A21.11. i Include Mfg. Cert. of Compliance. �1 By: ABZ1DRS Oate:10119121 F 2017-FNW. All rights reserved. The FNW logo is a trademark of Ferguson Enterprises,Inc.,PL Sourcing.PO Box 2778,Plewpon News,VA 23609 oniery.fmk.com The contents or this publication are presorted for information purposes only,and white efto t has been made to ensure then accuracy,they ere not to be construed as warranties or guarantees,expressed or implied,regarding the products or services described herein or thew use or applicability. AN sales are governed by ow terms and conditions.which are av dat%e on request. We reserve the right to modify or improve the designs or specifications at our products at any tine vridlout notice. Always verify that you have the most recent product specifications or other documentation prior to the Instaaation of these products. , BID ITEMS 614, 615, B16, B17, B18 6 314"ØI 1 r-vis- • 771 WATER)) ••• -OF 1kV 716" tr• 7 t• 15/16" r.v. NOTES:. Also evellab!e wilt'2"skid OLYMPIC FOUNDRY INC. VALVE BOX COVER MATL;Cesi on ASTM A45,CL3D RATING: H-20 PART NO.940 APPROX INT:9 Lbs REV:A DATE:7/21/2003 New border REV DOCUMENT APPROVED OWN:OL DATE:7/21/2003 rciMAN REV: DATE: A xx..1 WY: DATE: xxx f- CHX,D:Ct.DATE:7/214003 DWG rt:940 SHALLOW LID SCALE:NA SHEET:1 OF 1 _Kea-,WO 4.2DEG. BID ITEMS B14, B15, B16, B17, B18 1- ( 1 1 ))) \\\\ --+3, I/9" 01A- 7f9' CIA. 76 3/4 t 1 f F" 1 116" I , Dram -,p;v,sepi I- 5 7/6" E IA.—I 9"DIA. NOTES:. OLYIMPIC FOUNDRY INC. 8"VALVE BOX TOP •MATE:Cast Iron ASTMAA8,GL30 RATING: H-20 PART NO.940 APPROX WWT:14 Lbs REV:A DATE:711612003 New border REV A DOCUMENT APPROVED OWN:CL DATE:7/16/2003 ER''NI;E REV: DATE: .Na—.c pY: PATE: CHKD:CL DATE:7H612003 ` DWG1:940 8 Top SCALE:WA SHEET:1 OF 1 <...2 DEG. BID ITEMS B14, B15, B16, B17, B18 6 sir 01A. r5 t ra"O —y B 1 ! P, 'A 1. 24' N—IA49G AVAILABLE I I ii f r s./4' ,Q „--3,1' a. L_4 .w er o). n sir uA, NOTES: OLYMPIC' FOUNDRY INC'. 24', 3Q"36"VALVE BOX BASE MAIL:Cast Iron ASTM A 8.CL,,, RATING: H-20 PART NO.940 APPROX WT,35 Lbs REV:A DATE.t''E.'22003 New border REV A DOCUMENT APPROVED OWN:Ct DATE:71182003 *aLERANcr REV: DATE: 6Y DATE CHKO:CL DATE:7f1602003 ou DWG I:940 24 BOTTOM SCALE:NA SHEET:1 OF 1 wawr...ma 4 .20E0 SUBMITTAL REVIEW x No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks l i"" ®!'!° '"01 IWA±,I:.:, ,I I°�'` �...Z CI 91111_1 3!' tt ,1d ,4,i S S'Ill ° MANYat Sl I1131/9 t,I, IMPORTANT NOTICE: This review i ;n.14 n9 -;q v l I H 1 /110144ll pm y' _ _.iii Tie=ii4si Tau �ii c i-a does not relieve contractor from his r 4 o-rin h ! MEN PIP responsibility to comply&conform �' " , 4-111n I I PIMA DZIP ! A171-flit'ION SPIER ! MIT/ with the Plans, Specification,and ,, III ' °01 ' °�"u tlNr "�" ,r .!. 1/il iT'1Fl FSi1 YIII -qContract Documents. i1 iiiiiit«�14�� Aril t '�KEF11 r}�� elgrP a S NUM L .1 4/1D[rip r _4,C r+ IC 411I -SI.iK[[19i PFT* ION NIlikgbkP y� Inc. 1 li 4110gp(0. .MI NE OM it IIN cup i LirP1y&Os�una I I I - 11 PP-NJ EMI MILE 111P PH CONSULTING ENG4P ERS It BM-sl-Ir-a MN DUCTILE IEn IsIN a/�1 y.. N PP-Must 1 Ili EN PKTILE UPI PH By: DRS Date: 9M WL7 r ' 1. .....iAii._._,I. ' . ■ 1.' "`�� '....... !I PP-FUME.PUP-1 EEN NNItLE i611 ISIP !. 12 von Elit MO .. N ■-�I P o 1.... ..� ♦ ..t Nl�tlri ati,u,.w„K t �I�I1�1�!�� r LANCE EN103 i. .I P*1-•41 �a-r-tea-_--11 " — .0 _ lu��E' ! a *VOA". 1 Q,�. -, r4AN$E X MECN JOINT ENQS MEC(+ANtCAI_ JOINT ENDS / _ {� 1 _,. / jl.. ilk.. ,�- O gi n,1H1I 16, 1 '. lye P I —,, . _� ILI ,itt :111" kitlevitiT IM , s!/!.N$I� / J/f il.,. ., J///// . i t ILUl[Li•fLi 1 1 1 .. L •. f /f Ir N Ai- t—I - Si..IP-ON ENDS .. __.Q...... - +' FLANGE S SLIP-ON ENDS i 9 t bra cgs l VA*... .N►fdr lid 11-esi -.l ! 4 O ! ! • M t I. r` i P . 1 I T r v . I I Z ^/M A a 4. i 1 Ii r M-�'if, Ati I,tt :H ,,! I! 1.tr 1 i I Fig a n ..I fri y!�! ! a M , t,ItIl # j+ ij at1 II 471/r 17#P ,#,11 17 'tl19.9 ! 9rriSO }rI I I.S8i,li . }a1 'pj[(p' 1i. �s� rl.11 � -t I +r,il ,1 M ,.... 1 fl ,1 IS II 1 6 rl I rl t I N.P) d� -i.P i.i. �.i E,.* AZ Ii •. CV I.! �I, �" ,,,_G 23.-1 +9,91 IP.I{l.11I i ../ I, ,I.II I! I II 1.2 .I4 1l./1 !. PAP!i. IL* f 1 11a�1 I, t 11.1I 4.11 1.41 I.II IL* P.n 1,i, 14.N It 1.49;,.1. 1.14 11 N 1 LN MOP I-CM 11411 ILU Ii.1$ 1! I1, Nbl! I TAN IC _1!. $.I ia: _ r��r ma 11 APPROVED 1� :t i A s'e.,�'z,...i-.,a.YtR DI ' 1 w-the wlwe 1111 (1$F!Diu.iAI: 'I':E IT&I'.CIRI' IP OF Till EN61IStIlNI Nil REARM II VISIllI c AIT. 7�IISF IS-!O-11 IERI-FX q$S[i1-11 Tii PYT Q ink 1IE/1i la IReSE Calif II OK II PRE I. Engineer's Addition MUELLER (I) 2-12 INCH A-2362 RWGV FLXFL - .t .. ,t'. •.' - • - ' + I . fi ? W. c _!T' • . 111111kor Catalog number:A-2362-6 SPECIFICATIONS: • Flanged ends • Sues-2",2-1/2",3',4",6",8",10",12" ti • Meets or exceeds all applicable requirewwrontsof ANSUAW WA C509 and C515U1262 Listed,FM 1120/1130 Approved,and certified to ANSI/NSF 61 and 3721' • Flanged end drilling complies with ASME/ANSI B16.1 Bass 125 and 816.42 Bass 150 • Iron body with nominal 10 mils pro-Guard''Fusion Bonded Epoxy Coated interior and exterior surfaces • Epoxy coating meets or exceeds all applicable requirements of ANSII'AW WA C550 Standard • Iron wedge,symmetrical&fully encapsulated with molded rubber:no exposed iron • Non-rising stem(NRS) • Triple 0-ring seal stuffing box(2 above the thrust collar and 1 below) • 2"square wrench nut-open left or open right If• 350 psig(1725 kPa/17 berg)maximum working pressure.700 psis(3450 kpa/35 barg)static test pressure • UL Listed,FM Approved:350 psig(1725 kPa/17 bars) • Designed for potable water applications f Approved for bodilLowprevention devices by U5C((or 4"-10"sins) • OPTIONS: • Position indicators • Stainless steel stem Type 304.Type 316 • 2"square wrench nut • P/N 10/16 Drilling • EPOM Disc and a-rings • Low zinc.silicon bronze ASTM 898-C66100/1402 stem RESOURCES: (https://www.rnuellercompany.com /sites /muellercompany.com /ides /uploads /media /12661rwgvopermanrev • Operating Manual-2300 Series Resilient Wedge Gate Valves(Form 12661)2.pdf) (https://wvvw.muellercompany.com /sites /muellercompany.com (files /uploads /media /11624_mueller product_tag- • Installation Preparation Checklist(Form 11624)web.pdf) (http://www.muellercompany.com /sites /muellercompany.com /files /uploads /media • Drawing•4-12 inch A-2362-All End types(Form 7420)f1420_rev_0 web.pdf) (http://www.muellercompanycom /sites /muellercompanycom Ales /uploads /media • Drawing-2-3 inch A-2362-All End Types(Form 7399)/7399 rev_a web.pdf) (https://www.muellercomoany.com /sites /muellercompanycom /files /uploads /media • Certificate of Compliance-2"-12•A-2362 Resilient Wedge Gate Valves/a2362_rwgv_coc_2-12pdf) (http://www.muellercompany.com /sites /muellercompany.com /files /uploads /media /13814- muellerco- sugg- specs- 2362-250psi- full- wall- • Suggested Specifications-2•-12•A-2362 Reslient Wedge Gate Valves iwgv 0.pdf) (https://www.muellercompanykom bites irnuellerCompany.com • /files /uploads /media /13209- quielierco- Prod- specs- 2302- resilient- wedge- gate- valves- • Product Specifications- A-2362 Res'lent Wedge Gate 2.pdf) FULL LINE CATALOGIHTTPS://IPAPER:IPAPERCMS.DIVMUELLERCONUELLER-WATER-DisTRIBUTION-PRODLICTS-CATALOG/10-GATE- VALVES/10-GATE-VALVES/?PAGE=38): NEWSLETTER SIGN UP SALES VSALES(1 SUPPORT&SUPPORTA COMPANY VC CMPANY)) CONTACT(ICONTACii] LEGAL VLEGA14. PRIVACY POLICY PR IVAFY POLii:11) in 0 IF Nixie"Ca LILLts a match!lanrd Mu el orWa Ler Prix:11'th,Inc I Comferib2e07-2[23 KAIr to.LI.0 I'hal issarO/Palent in lb nkrtlon 1hqw.A1mvcrrt.mppesoin.1 BID ITEMS B06, 808, 611, 812, B14, 815, 616, B17 DUCTILE IRON PIPE AMERICAN Toruseale Flange Gasket*** Full Face—1/8"Thickness •,,, n.l., =, . •,,,,,,,,N..'i N, Table No.6-'10 Pipo Sim Pressum Gasket V&Ight Appioxlmate in. Milne" lb Bolt TOIClUe- Ki (11.-lb) . . 4 350 .3 1C0 . 3' :`0! 3.50: .:5: ,150: 10 350 .9 20D 14 350 .9 250 19 3,50 1.1 30D OD 350 1.3 300 24 35( 1.9 400. 30 250 2.1 . 40D 35. 250 2.7 500 42 250 3.5 5(0 48 2513 4.0 SIX).54. 250 - 6e0 SI) 250 6.4 600 64 250 9,1 (5CO 'PrmlAt Ire ran g desiwated is maximum water working!p'eaeure and is based on the maxi-num reibg of.C110, C115.or 0153 flanges.Af./..,RICAN,TOTUSEL3P gaguats meal the 6ascription ce-spedaAy designed gaskets"stxywn in the appendices of AWWA C110,C111,,and C115,and'95 Kiel gaskets"shown In the bad,.of AWWA 0111, Boll to-cp,_,applicable only to jcints with Tonnear gaskets. AMERICAN Tonisear gaskets are normally black and furnished SBA rubber per ANSUAWWA 0111/A21.11.Thin rubber compound la NSF 61 certified for contact with;ratable water and Is otherwise physically strperlor to red rubber sernetimes used with ganged MIntii.Other types of rubber are available on 5p0C1111 order. Clean flange faces and faced pipe ends thoroughly prior to installation.Do not use Joint or gaaket compounds with TOTUF34181°gaskets(assemble joints dry). in addition lo normal flanged piF.1ng.ASERCAN Thnssea1geeketa BM req...tred 5or use ankh suscen6ad joints In apeda!y deal ad lorg-span Ins one.tl,e.,eau's involvitg.2 cr alogthe of Oa).See Section 7 for deiails. For mawith,atanderd flange bolts.P.des.match A.WWA C111....I.0111,and C1 16%rig?&Rig.They also match certain tangs&Nog d-s.,--of AIWA 0207 and Nit 516.1 and eie.:42 rtangsa. AmeRomi Torusegczkele 14.1"huh and rare supplied wzlh thal raised locus txJbe, . . -'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 A 1 0.tisits and Nuts lengths of pipe) or with any underground LG. ICI and number of bolts and flanges* that could be subjected to unde- nuts are shown in Table Nos.8-3(Details and sirable beam loading.Toruseaf•gaskets are Accessories-AWWA C110 or C115 flange) normally furnished of high-quality black, and 8-11 (Details and Accessories-flange molded SBR rubber with required properties faced and drilled per ANSI B16.1 Class 250). per ANSI/AWWA C111/A21.11. Standard Bolts are specified in ANSI B18.2.1 and nuts Torusear SBR rubber gaskets are ANSI/NSF are specified in ANSI B18.2.2.Bolts and nuts Standard 61 certified for contact with go- of low-carbon steel conforming to ASTM table water. Other type rubber is available A307 are specified in the Appendix of on special order.AMERICAN Toruseale 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 utar 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 rand n the afosnites a apc.ap,t,rANsvAYONA dal strength bolts should not be used when a ttrt,""'"'" almni "e ma'sIs' °`"$c1'"' gray iron flange is involved in the connection. Gaskets • • AMERICAN AMERICAN Toruseal•gaskets are rec- .v' • Toruseal•Flange ommended for AWWA standard flanged � Gasket joints in normal water and sewage service. • The AMERICAN The ANSI 616.21 standard specifies the in- • Toruseat•flange gasket side of 3"-12" non-metallic full-face and • isavailableforimproved ring gaskets to be greater (the same as • joint performance.It is standard steel pipe outside diameters)than •B1 faellti�"+ed vastly superior to co- nominal. Any flat gaskets used for ductile NSF NSF 61 Gasket ventional 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 B16.21. The demanding services such as very large diam- larger 1.0. gaskets per ANSI B16.21 eter flanged piping,specially designed long- are not recommended by AMERICAN. span installations(i.e.spans involving 2 or 3 ". ..... Table No. 8-2 AMERICAN Tommie*flange Gasket Fug-ace—Normal 1 ill"'"hck+xxs—Ow Pressure Gasket SUBMITTAL REVIEW Pipe Site Rom' Weigle 6 e Pipe psi Ifls 1t:lbs No Exceptions Taken 4 350 0.3 100 24 Make Corrections Noted a 350 0.3 8 350 0.5 150 36 150 30 X Amend&Resubmit 10 350 0.6 200 42 Rejected-See Remarks 12 350 0,8 200 48 14 350 0.9 250 54 IMPORTANT NOTICE:This review 16 350 1.1 250 60 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 Ni„,, Contract Documents. 44,nM.".,,,,,.h..,w1441"111.0,41Y,,,,NM}'1•414r 4131"0*,11m1,.I y:"F"f in Rio.151 264) minimum:airy daMr dC11D Cf 15 ri Att3CANrnnpla "EI 1trqme '�1 ti fbQeU Pnlh Nth tausse oetels Ckas Hangs faces and W44 Woe Inds elnoU O la eelYleko.Do MCA/L011 !!`` 7 i tArnmu Id on ai}. esYU� G Maly I�SUOl•11e, 111 . For VAJMn elnkbobypb�lo II[b1�rt'Irn.4NwAttnp(5„sy1ca I all CAN WO ANSI HIfl 1,Iltl 516,10 NINIQ. !ammo'.qGIlae moi dcinad YAM saw Mo%moonthe I4"-6.1'Nos in srne cesel. CONSULTING ENGINEERS CA'k a!Y1'Whi't*+en teepee V11 AYA4A''111)n C115 By DRS Date: 10119121 8-3