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CAG-20-065 - Duvall - B15 - Furnish and Install 12-Inch Gate Valve Assembly
Washington State 'Ir"/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 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 PE/QPL Hdqtr./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. 3l Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor DRegion Operations Engineer OFabrication Inspection El Region Materials ❑State 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/AVWVA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534, and a test outlet. Flanged outlet shall be AVWVA C207 Class D, ANSI 150 lb. drilling, recessed for tapping valve per MSS- SP60, outlets 2" — 12" rated for 175 PSI* maximum operating pressure. Epoxy coated sleeves shall be furnished with a 3/4" stainless steel test plug in the test outlet. Fusion applied epoxy coating shall be a minimum 12 mils thickness per ANSI/AVWVA Standard C-213. For outlet sizes 14" and larger,the gasket groove must be consistently positioned about throat of tapping waterway. Inside diameter of the gasket groove must be set back a minimum of 1" from the waterway to allow dispersal of forces generated by gasket compression. Gasket grooves machined in a circle and formed to an elliptical shape will not be an accepted equal. Nominal pipe sizes 36" and larger shall be of the heavy duty type. Tapping Sleeves shall be JCM 412 or approved equal. `Higher test and working pressure ratings available upon request, contact JCM Industries. JCM 400 Series Tapping Sleeves are ANSI/NSF Standard 61 and Standard 61 Annex G Certified. JCM 400 Series Tapping Sleeves meet MSS-SP124 and ANSI/AVWVA Standard C223 Fabricated Steel and Stainless Steel Tapping Sleeves as applicable. Mir JCM 412 Tapping Sleeve IImage reflects 6"x 4" . )114, 7 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. Effective 01.30.13 C.�... NSF AMPII SUBMITTAL REVIEW JCM x No Exceptions Taken Make Corrections Noted Amend &Resubmit INDUSTRIES Rejected-See Remarks P. O. Box 1220, Nash, TX 75569-1220 IMPORTANT NOTICE: This review Phone 800-527-8482 or 903-832-2581 does not relieve contractor from his Fax 800-874-9524 or 903-838-6260 responsibility to comply&conform www.jcmindustries.com with the Plans, Specification, and Contract Documents. Material Specification Gray&Osborne,Inc. CONSULTING ENGINEERS JCM 412 Fabricated Tapping Sleeve—Epoxy Coat, Alloy Hardware B TLS Dat /22/22 Y Body: ASTM 283 Grade C,ASTM 285 Grade C,ASTM A-36 Steel or equal. Flange: AVWVA C207 Class D, ANSI 150 lb. Drilling, recessed for tapping valve per MSS-SP60. Optional flanges available upon request. Gasket: Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000. Molded virgin rubber with a pressure activated hydromechanical design. Gasket is bonded into a cavity for internal and external retention. Gasket temperature range -40°F to 212°F (-40°C - 100°C) Gasket suitable for water, salt solutions, mild acids, bases, and sewage. Optional gasket materials available. Bolts: Corrosion resistant, high strength low alloy oval neck track head bolt per ASTM A242/ANSI 21.11/AVWVA C-111 and heavy hex nut per A563 epoxy coated, Powercron 590-534. Finish: Fusion applied epoxy coating per ANSI/AVWVA C-213. Service Rating: 2"to 12"Outlets: 175 PSI. Higher service rating available for specific applications and sizes. Flange A B C D E F Size* n 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 1 1 1 1 1 I I ,41' 8 16 5-1/8 9-1/32 8-1/8 8 3/4 ( �n I►s 114 1. 10 20 5-1/2 11-1/16 10-1/4 10 3/4 V, MEN 12 24 5-3/4 13-1/16 12-1/4 12 3/4 t A BETSI CITY. E *On nominal pipe size 7.45 and smaller dimension D is 6-1/8" SIZE- F 11* Effective 01.30.13 cwsww - - S'?G A'UiVISION OF + YMPIC i`;OU► s.3 f iJ • • February 8, 2022 FEI-Tacoma Att: Mark Horvill Project: Duvall Avenue-Renton Materials: Import 940 "Water" Lid and 24" Base Letter of Certification: • At your request,this letter is to confirm that the products listed above and supplied to you for the above project by Olympic Foundry meet or exceed all City of Renton and WSDOT specifications 1-06.3, SP 9-30.3(4) and conforms to H-20 load requirements and Federal Specification A-A 60005. Please let me know if you need any more information. Sincerely, • Lee,Hubenthal SPG Sales Manager Olymp c Foundry;'I i �=t�r tea, I { : •ir SCA E �j� , _'e:tt r - 0, JW. iTig 206 6 .120U.- - r.,. ';�'•.:�. .. ._ . ,....:: .;�f.x-, �06.763.374 X.:::bt� �8�F 8b: _:ra,+. •h Ytc•r- ?a rEA..r Y. p 0 ;C O ' bl1 • S@8 fie VA98 U8 W r � •s i:. Mueller Co. Reliable Oanncc ians' 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. ty ^5 k a'W-2:. •„��`..: .�, jnW^ ' AI k an 'tis� :APPROVALSIVRODUCTIONTE'.ST, INy G tot, r¢. xf Fj`'dro H`dro 4Size- .Description- Model.No':` Seat Test Shell:Testy; � t �,. ` ;'�:�,x-,rs., r,:x„ SI- 9(pSl� zY �i�?I�� -<a�� .;zM, '��;�. v:;a,;; �a,n, ,�-}.u..,+�.,"i`:if F...:,. �t� �d,�' �'i, .,. �:f,.. ::�"'".I�. - .`�3 ...f... NRS—FL x MJ A2361-19 4-12" NRS—MJ x MJ A2361-23 350 350 . 350 525/525 700 NRS—FL x FL A2361-06 *NOTE: FM only approves Open Left valves. Mueller certifies that the valve body, bonnet and wedge are manufactured in a Mueller foundry in Albertville, AL or Chattanooga, TN per Mueller QA procedures; each heat is tested and certified to be within the specification shown in the chart below under a controlled program and in accordance with ASTM A536 Ductile Iron. Dt10.1 '10 rASTM,A536`° wet, ... .:Wi.,t tKe^•a:�0.'n'r.Ysa :..✓�% ". + ..�.%'���, '„;�.""`rsy,'{+'may ,7z��`, aA:` '-'«'LE=e'T '",��''q:�t '+,a� ' u � CFi,EM(GAL GQIVIFrgs ION p,...>. °ei`, 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 Chattanooga, TN 37406 Chattanooga o:423.698.8811 I f:423.698.8977 I muellercompany.com Plant Our Brands: Mueller®I U.S. Pipe Valve&Hydrant@ I Jones*I Hydro-Guard@ Fotm 13119t04116 Page 2 of 2 Mueller certifies that manganese bronze stems are manufactured under a controlled program and are in accordance with ASTM B138. Manganese Bronze ASTIN B138= 11 k..n . '.. A oyrC6760Q'(Ha4) 'x�,:. � ,.��, • Chemical Composition zMechanical"Rro ernes 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:(Muelliar„Rutbelr,Specif�catonR=88)�ASTNI;D20001'FA'4 Specification' Durorneter Tensile .:Elongation ,Compression,Set:.; Minimum 73 2,000 200% 0.00 Maximum , . 83 ---- ---- . 18.00 Mueller certifies the coating supplied with these valves is Mueller®Pro-GardTM Epoxy Coating, an exceptional fusion bonded epoxy electrostatically applied to valve internal and external surfaces to protect against corrosion. This coating is Sienna red in color, non-toxic and suitable for use with drinking water components. Mueller valves with Pro- Gard are certified to NSF 61 &372 and meet or exceed AWWA C550 requirements. Valves have a.standard coating of ten mils nominal thickness. Mueller certifies that components for A2361 RWGV's are manufactured in accordance with Mueller Co. QA procedures which include but are not limited to relevant dimensional, visual, and functional inspection and verification. Respectfully, Anton Nas/edov Product Manager- Water Products Division Mueller Company 1401 Mueller Avenue, Chattanooga, TN 37406 PH 423-495-1234 Email:anasledov@muellercompany.com Website:www.muellercomoanv.com Ate 11,17imp Washington State ,01; Department.of Transportation Request for Ap royal Of Material Contract Nurnber FA Minter NIA SRDuvall Ave NE Date CAG 20-065 . 0.1107/2022. Section lTitle of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. suhcontractnr This form shall be completed prior to submittal,If this form is not compete et time of submittal it may For WSDOT Lila Only be returned for.Information that was omitted. RAM# 072' PE Use BId Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtt:1QPL HQ Use No: Productlrype , Manufacturer or Pit Number Reference Code Code B10 Thrust Blocks Ash Grove 7-16 2 B9113 812.02 814.06 815.06 B16.06 • • B17.10 B18.10 B19.06 • Project Engineer/Representative , - r- Date State Materials Engineer/Representative Date �.� 11112022. 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. 0 Acceptance Criteria: Mfg.Cert of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4, Acceptance Criteria: Submit Shop Drawings for Approval'prior to'fabrication'of material. 5. Acceptance Criteria: Only'Approved for Shipment'.iWSDOT Inspected'at'Fabrrcation 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 Compilance•shall show cement mill test report riumber,and-admixture product&.dosage. Rema rks 7-09.3(21) Concrete Thrust Blocking c The Contractor shall provide the Engineer at least 1 Working Day advance notice before pouring concrete thrust blocking and 1 Working Day advance notice for inspection and approval of all concrete blocking prior to backfilling. DOT Form 350-071 Project Engineer Distribution Revised 0312021 Conrracror ❑Region Operations Engineer ❑Fatutostion rnspectiar ❑Region Materiars �S1are Matartats rib-MS 47365 r � Washington State -!1 Department of Transportation Concrete Mix Design Contractor .Submitted By Date Reed Trucking. 1-7-2022 Concrete Supplier Plant Location Miles Sand,&Gravel Pacific, Kent Contract Number Contract Name. Duvall Ave NE-Renton This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 , f Remarks �/ Can be used for Commercial Class Concrete Mix Design No, 0442A Plant No..202.-203v Cementiti©us Source Plant Type,.Class or Grade Sp.Gr. Lbs/cy Materials I Cement Ash"Grove Seattle ASTM C 1:50 Type IJII 13.15 564 Fly Ash a n F C Alkali% GGBFS(Slag)a .❑100 120 ConcreteAdmixtures Manufacturer Product Est Range (ozlcy) Air Entrainment BASF MasterAir AE90 1-15 - Water-Reducing Type A BASF MasterPolyheed 997 .17-50 Water(Maximum) 2.46 Ibslcy Is any of the water Recycled or Reclaimed? ❑Yesd E✓ No Water CementitiousRatio(Maximum) 0 44 Mix Design Density(pcf) 144.8 Design Performance(Attach Test Data) / Average 28-day compressive strength(psi) .5290'V Average 14-day flexural "strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content_(%by mass of cement) .4.3 1 V ©Water Soluble Ej Acid Soluble Agency Use Only(Check.appropriate Box) ®This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: 27) :;. 7-3 1/11/2022 PE Signature Date DOT Form 350-040 Distribution:Original- Contractor Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector Mix Design No. 0442A Plant No. 202,203 Aggregate Gradation Q AASHTO ['Combined Nominal Maximum Size(In) Edit... Aggregates 1 2 3 4 5 Total WSDOT Source No.b B-329 ✓ 8-329✓ Source Expiration Date b 06-2023N,/06-2023 J ASR Expansion(%)b❑14 Day Q 1 Year 0.02 0.02 Is ASR Mitigation Required? NO NO Stock Pile Grading` 57 V CLASS 2✓ Percent of Total Aggregate 0 Specific Gravity(SSD) 2.68 2.65 Lbslcy(ssd) 1860 1260 3120 Include Percent Passing for each aggregate component.include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100.00 100.00 1-1/2 inch 100.00 ✓ 100.00 100.00 1 inch 100.00 ✓ 100.00 100.00 3/4 inch 78.00 100.00 i 86.88 1/2 inch 30.00 J 100.00 58.27 3/8 inch 8.00 / 100.00 Y 45,15 No.4 0.10 \ 98.00 \/ 39.64 No.8 0.10 ✓ 84.20 34.06 No. 16 0.10 68.00 ✓ 27.52 No.30 0.10 47.50 19,24 No.50 0.10 22.80 J 9,27 No. 100 0.10 5.10 1 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 Willey Ave NE Puyallup,WA 98372-2516 MILES SAND&GRAVEL Concrete Cylinder Report I Concrete Mix ID: 0442A AC!318 Performance Approval I $ 'd Strength: 4,000 Modification Factor 1.000 Number of rests. 30 Standard 0evlabon: 636 Average Range(PS1): 17% Fcr=Fc#1.34(s): 4,852 Standard Deviation: 636 Fcrw Fc a 2.33(s)-500: 4,981 Coefficient of Variation,V: 9,2% Within-Test Std Dev(PSI): 15.8 \// Within-Test Coeff.of Vol' 2.3% Average 4.82 4.7% 67 53 4,220 5,290 Botch-to-Batch std Dee(PSI): 616 Max: 13,75 7.0% 78 72 5,420 6,890 Batch•to-Batch eoeff of Var. 8.9% .Mein: 3.50 0.0';; 59 37 2,890 4,060 Date Slump Air CT AT 7 Day 28 Day r 06/24/21 5.75 5.0% 75 63 3,880 4,980 2 06/22/21 5.25 5.0% 78 70 4,370 5,370 3 03/25/21 4.00 5.5% 70 47 4,120 5,430 4 03/05/21 4.50 5.3% 65 50 4,310 6,050 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 8 01/06/21 4.50 5.1% 61 45 5,170 5,990 9 12/23/20 4.50 5.0% 63 41 3,980 5,300 10 12/17/20 4.00 5.5% 59 47 5,030 5,870 11 11/23/20 4.50 5.0% 64 41 4,200 5,090 12 11/09/20 5.25 5,5% 63 43 5,420 6,890 13 08/20/20 5.00 4.2% 78 63 4,140 5,280 14 08/05/20 4.25 4.6% 64 64 3,230 4,290 is 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 /9 06/09/20 5.50 6,0% 68 54 3,740 4,710 20 06/09/20 5.00 6,0% 69 57 4,490 5,850 21 06/04/20 4.00 5.3% 63 60 4,690 5,560 22 06/02/20 4.50 5.1% 67 54 3,810 4,800 23 05/20/20 4.00 4.9% 70 52 4,130 5,570 24 05/06/20 5.00 5.1% 63 54 4,330 5,230 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 28 02/17/20 4.25 68 46 4,890 5,770 29 02/03/20 5.00 4.9% 65 44 4,120 5,140 30 01/24/20 5.00 5,6% 64 50 4,210 4,950 ,Miles Sand & Gravel Company WWW.MILE5.R0CKS 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 3 (Iblyd ) (%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 az/cwt) 0.0003 ACCELERATOR (fl oz/cwt) RETARDER: (fl oz/cwt) WATER REDUCER: (fl oz/cwt) MID-RANGE WR: POLYHEED 997 6.0 I (fl oz/cwt) 0.0042 HIGH-RANGE WR: (fl oz/cwt) WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER: (fl oz/cwt) ASR INHIBITOR: I (gallyd3) CORROSION INHIBITOR: I (gal/yd3) SHRINKAGE REDUCER: (gal/0/) COLOR: (Ib/cwt} WATERPROOFING: (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(IbIyd ) = 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.006 W-S CHLORIDE ION CONTENT(%of Cement) _4 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) ., 0.031 \/ D ■ BIASF 03 30 00 Cast-in-Place Concrete rry _lc; .' Precast Concrete We create chemistry mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90' Description Features MasterAir AE 90 air- ■ Ready-to-use in the proper concentration for rapid,accurate dispensing entraining admixture is for use in concrete mixtures. It Benefits meets the requirements of • Improved resistance to damage from cyclic freezing and thawing ASTM C 260, AASHTO M 154 and CRD-C 13. • Improved resistance to scaling from deicing salts • Improved plasticity and workability Applications ■ Reduced permeability-increased watertightness Recommended for use in: • Reduced segregation and bleeding • Concrete exposed to cyclic freezing Performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the • Production of high-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or lightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper concrete normally does mixing,transporting,placing,consolidation,finishing and cunng techniques.MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method."The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. MASTER' >>BUILDERS SOLUT IONS 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 coincidewith late.additions of factors that might influence the amount of air entrained include: water to,air-entrained concretes. Late additions of water include temperature, cementitious rriateriels, 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, en air content check should be performed after the amount of entrained air required under actual,job conditions post-botching addition of any other materials to an air-entrained In a trial mixture, use 0.25 to 4 fl.ozlcwt (16-260 mU100 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 — Nor-Chloride, Non-Corrosive: MasterAir AE 90 In mixtures containing water-reducing or set-control admixtures, adrnixtitre. Will neither initiate not promote corrosion ;of the amount of MasterAir AE 90 admixture needed may be reinforcing and prestressing steel embedded In cartcrete, 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 ere-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 dosageshould toe based on the amount of combination with any BASF admixture; unless stated otherwise entrained air required in the rimixture.at.tlie point of placement. on the date sheet for the ether product.When used in conjunction if an unusually high or low dosage of MasterAirAE 90 admixture with other admixtures, each admixture must be dispensed is required to obtain the desired air content,,consult your local separately into the concrete mixture. sales representative. In`such cases,. it may be necessary to determine that, in addition.to a proper air content in the fresh Storage and Handling concrete,a suitable air-void system is achieved in the hardened Storage Temperature:MasterAirAE 90 admixture should be stored concrete. and dispensed at 31°F(-0:5°C).or higher.Alf 1,0 ugh freezing does Dispensing and Mixing: Add MasterAir AE 90 admixture to the notharrnthisprcclubt,precautionsshouldbetakentoprotectitfrom concrete mixture using a dispenser designed for air-entraining freezing.If MasterAirAE 90 adMbcture freezes,thaw at 35 uF(2°C) admixtures,or add manually using a suitable measuring device or above and completely reconstitute by mild mechanical agitation. that accuracy within plus or minus 3%of the required Do not use pressurized air for agitation. amount. • Shelf Life: MasterAir AE 90 admixture has a minimum shelf Forcptimum,consistent perforrnance,theair-entraining admixture• life.of 18 months. Depending on storage conditions,the shelf should be dispensed on damp, fine aggregate. If the concrete life may be greater than stated. Please contact your local mixture contains dine 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 MasterAirAE 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.basfus page 2 of 3 MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAir AE 90 admixture is supplied in 55 gal(208 L)drums, BASF warrants this. product to be free from 'manufacturing 275 gal(1040 L)totes and by bulk delivery, defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Related Documents Satisfactory results.depend not only'on quality products but Safety Data Sheets: MasterAir AE 9D adiriixture also upon many factors beyond our control.BASF MAKES NO OTHER WARRANTY;OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Additional Information OR FITNESS.FOR A PARTICULAR PURPOSE WITH RESPECT For additional information on MasterAir AE 90 admixture,or its TO ITS PRODUCTS. The sole and exclusive remedy of use In developing a concrete mixture with special peformance Purchaser for any claim concerning this product, including but characteristics,contact your local sales representative. not limited to, claims alleging breach of warranty, negligence, The Admixture Systems business of 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 tails.to meet this warranty Improve placement, pumping, finishing, appearance and or refund of the original purchase price of product that performance characteristics of specialty concrete used !n fails to meet this warranty, at the sole option of BASF. Any the ready-mixed,precast;manufactured concrete products, One concerning this .product must.be received in writing underground construction and paving markets. For over within (1.)year from the date of'shipment and any.claims 100 years we have offered reliable products,and innovative not presented within that period are waived by Purchaser. technologies, and through the Master Builders Solutions BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, brand, we am connected gfobally, with experts from many INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAfbtAGES OF ANY KIND. fields to provide sustainable solutions for the construction Industry. Purchaser must determine the suitability of;the products for the Intended MO and assumes all.risks and liabilities in connection therewith. This Information'and all further technical'advice are based on BASF's present knowledgeand 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. S `MB-AE 90 katnma M=loatir AE 90 under the Ma-tar Mild=Soliulons brard offadrvo January 1.2014. xar ®SASE Corporation 2016®01115 a PRE-DAT--0013 !kilted States Canada BASF Corporationh Admixture$ 23700 Chin Bo tavard I BC0 Chet Bau ward Cla.+elard,Olio 44122-6544 Brampton,Ontario LOT 4M7 www.master-builders-soiutions.bast us Ti:ECO 020-0 O®Fax:210 030-8021 Tol;BOO 387.5002 a1 Fa)c 792.4651 page 3 of 3 • Engineer Addition Washington.Stafg EX--partment of January ID,1622 Qualified PrOdut List Contractor Product Information Contractor: Contract Na: 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 N BASF 1 03 3060 Cast-in-Plade Concrete. I 03 46 00 Precast C.oncrete We create chemistry 1 Q Li 1 03 70 00 Mass Concrete MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Formerly PolyHeed 997* PeSciiptiOn ' Features 1 MasterPolyh, bed 997' . X True mid-range water reduction(5-15%)and excellent performance across a wide slump [adMiXtureit1SeVatented, range,,especially the difficult slump range of 5-8 in, (125-200 rnrn) I'-,fil*i.;.*PpOil4.0t.04; al Superior workability,pumpability and finishability.qualities even in concrete mixtures ran:geAter-redtteing containing low amounts of comentitiout materials edirtiXtUre:'NlaSterFolyheedi ' • " ' - a r 4"-ctiriilx'ibi:oto t6 1/1 Superior finishing characteristics for residential/commercial flatwork and formed surfaces /NS1P.0• 494/024tvl's requirements for Type A, Benefits Yvatet•4081:1616g,"arld19pe: I Significantly reduced placement and finishing time resulting in lower in place hIghtrangemater-redtioing Concrete costs editixtUres. - ' ' . x Higher strength at all ages A0-011,000,ils., ' it Enhanced concrete durability . , 1=.9.4•91'nftehd,,kyfbf.ii'§i3 9ii; a Increased service life of concrete structures ll 1 JAII-oendiete*iolidatiebe`' '41,'`itaiz.,'60,e:lic)r••••••' r• '•"s', Performance Characteristics *6,bilit8i!-p(irri*iii)'t Mixture Data:500 Ibiyi:P(295 kg/r0)of Type I cement;slump 6-7 in.(150-160 mm);5-6%air; 40a ii6isriapOtiiiiaiitio; concrete temperature 70°F(21 °C);ambient temperature, 70°F(21 60). fare'deSired in-Pariieulael ' Setting Time Performance' 416'MA-,Oiritied, . il conbreteand.peniie6S, initial Set Difference concrete . = " Mixture (h:min) (h:min) , . ''.II ObriOretP 6'totHralnit#, ' Reference 6:21 — .rnanUfactured,sanctand MasterPoiyheed 997 admixture @ l• 'harsh concrete mfidures '. 5 fl ezIcwt(325 nil/100 kg) 622 +0-21 f , , l•:-..: • . 10 fl oVcwt(850 mtil DO kg) 6:57 +0:56 i•- • - ' - -, , ' • ' 15 fl eticovt(NO mUl OD kg) 7:31 +1:30 „ . , -. . . i,'' ..; • , ' ' •• ., .. • : - • : MASTER® )>BUILDERS , ....,___. , SOLUTIONS • MasterPolyheed 997 Technical Data Sheet Compressive Strength,psi(MPa) Storage and Handling Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes, Plain 2360(16.3) 3320(22.9) b thaw mild mechanicalorcompletely• agitation. Do not use pressurized air for MasterPolyheed 997 admixture @ agitation. 5 fi'ozicwt(325 mU100 kg), 3060(21.1) 3930(27.1) Shelf Lite: 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 mono 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 Pests. sales representative regarding,suitability for use and dosage Reasonable variations from the-results shown here maybe experienced recomrnendations if the shelf life: of MasterPolyheed 997 as a resat of differences in concrete making Materials and jobsiite admixture has been exceeded. conditions. Packaging Guidelines for Use MasterPolyheed 997 admixture is supplied in 55 gal (208 L) Dosage: MasterPolyheed 997 admixture has a.recommended drums,275.gal(1040 L)totes and by bulk delivery. dosage range of 3-15 fl oz /cwt (195-980 mL/100 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 mL/100 kg)of cemerititious materials,normal concrete setting characteristics.are maintained and early and Additional Information ultimate compressive strengths increase. BASF does not recommend the use of:dosages outside the For additional information on MasterPolyheed 997 admixture or recommended range without trial testing; Consult your local its use in developing concrete mixtures withspecial.performance sales representative for assistance in determining the dosage characteristics, contact your local sales representative. for optimum performance, The Admixture Systems business of BASF's Construction Chemicals division is the leading provider of solutions.that Product Notes improve placement, pumping, finishing, appearance and Corrosivity — Nor-Chloride, Nan-Corrosh►e• MasterPolyheed performance characteristics of specialty.concrete used in 997 admixture will neither initiate nor promote corrosion of the.ready-mixed,precast,manufacturedconereteproducts, underground construction and paving markets. For over reinforcing or prestressing steel embedded in concrete, or i00 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 wwwmaster-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 WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED,INCLUDING.WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product,including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise,is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASE. Any claims concerning this product must be received in writing within one(1)year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND; Purchaser must determine the suitability of the products for the intended use and assumes 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. d 7 r M:: rP od 9 7 thy 1cr i{ ticn effective anus 1 201.i_ •Potgfioc 90 boos o .,to elyhc 8 undrF c Mas Bu dorr Sa4r s brand. January . r} $r 0 BASF Corporation 2010 a 01/16 a PFIE.DAT-0060 BASF Corporation urilad slates Canada 237C0 Chagrin BculEvard 1800 Clark Bakrard Admixture Sysrermo CYr,9{and,Chio 44122-5544 Brampton,Ontario LOT 4M7 www.master-builders-solutions.bast.us TO BOO 628.9090 r Fax:216€03.01321 rt>t:ECO 387 0862 Fax;006 792.0851 page 3 of 3 (Engineer Addition J ® Washington State Department of January 10,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction Chemicals, Inc.) - Cleveland, OH Product Name: MasterPolyheed 997 Standard Spec : 9-23.6(2), Concrete Admixture -Type A - Water-Reducing Admixtures Product Description : Liquid normal range water reducing admixture for concrete: Type A Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance Indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Jul 31, 2019 To be completed by the field inspector: Quantity: Verified By: Date: CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave%.E.. Suite 102,Puyallup, V,;F.98372 Tel 4 253.3 3-1778 f Fax i 153.770-8T32 webaite:www cltwa.corn MISC . LABORATORY TEST REPORT -otN- Miles Sand&Gravel REPORT DATE I December 28, 2021 PR[IF''T MISC. TESTING REnorrr I 268 -iT_E L NUMBER _.... ADDRESS PROJECT N/A ADDF� PROJECT NtP►eER 4303 CONTRACTea NIA waRrc N+"A CR E N A NA ice cvmER NA ORDEN NO. ��E° MATERIAL INFORMATION TESIREQUEST} ASTM C117,C123. C142,Wood Waste QBTA D ATE 12-09-2021 MATERIAL E AASHTO Grading#57 (N"Washed) ` OBTAINED BY Client-Alex B. SOURCE Canyon Pit,6-329 SLEMI1 reu S. Client-Alex B. OF SAMPLE ! LAB MAT ER 21-1730 LdCATKIN ; OF SUPPLY Stockpile D NI./03ER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS b %WOOD FRIABLE 0.0 AREQ. 2.0 max WASTE 0.00 %REG. 0,06 nu-it: COARSE FINE PARTICLES J I i FINE AGGREGATE • %RBQ #200 SCREEN 0 3 %REC. 1.0 max BU %LOBS WI %LOSS ANGULARITY SAND EQUIVALENT !LR6Q ORGANIC i %REQ , . METHOD) (REF. IMPURITIES ' 4 `3 f' Light Weight Pieces, LOOSE UNIT Specific Gravity 2.0 0.0 %REQ. 2.0 max WEIGHT %REQ. 1 3 V -3' (coal&lignite) 1 WT.PER DEGRADATION %REQ CLEFT %REQ 3"-2'A' RODDED 2'h"-1'h" #4-#8 FRACTURE FRACTURE (SINGLE FACE; (DOUBLE FACE) t ��`"� � -#1B SIZE RESULT SIZE RESULT "i"-318" #16-#30 e,RE0 -^:,REQ. 3/8"-#4 #30-#60 Ns PEE) %.Rea TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC REO. LA ABRASION LIMIT(PLI __. LIQUID •,.REQ Grading Result: _ LIMIT ILL) PLASTICITY 1 %REQ. 5,REQUIRED INDEX(P1) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY %ABSORPTION OVEN DRY '.,n ABSORPTION Flat&Elongated RESULT(S)f STATUS Ratio: Flat: By Weight mi Elongated: By Pieces ❑ Flat&Elongated: Total: Requirement: RE'OE.'EO3 A r'ro r e\ LAB REMARKS EQUIPMENT SET rt 2, 13, 14 TECHNICIAN B. Rowdeni.h 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) grati CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E-, Susie 102, Puyallup,WA 98372 Tel#253.383.8778 t Fax*253.770-8232 website:wow*-ctlwa.corn MISC . LABORATORY TEST REPORT cLiEN` Miles Sand&Gravel REPORT DATE December 28, 2021 PRC,JECT .. ... ... __.._, _.. REPORT T E MISC. TESTING DER 266 PROJECT _ 4303 ,,t:-s N�'A PROJECT _ ___ _ . __.. --- --------- ------------ --.: NUMBER JNTAt_-CY4 " N/A'7RQE'*4.1. NIA N? I, rRRaC �'R." -.` NIA .Ice .repu NIA "-.P N.: N?A C h.r_ `4JVHE': MATERIAL INFORMATION reErrT ASTtvl C40,C117,C123,C142 DATE 12.09.2021 REQUESTED itBriuNE4 -MATERIAL ynE Concrete Sand(Building Sand) I 1 AINeeBY Client-Alex B. SOURCE Canyon Pit,B-329 SUBMITTED BY Client-Alex B. OF SAMPLE LASNUMBER 21-1728 LOCATION Stockpile D.NLV E F SUPPLY �UPPL OF - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS E. %WOOD FRIABLE 0,0 %REQ- 3.0 max REQ. PARTICLESWASTE COARSE FINE FINE AGGREGATE ! %REQ. j #200SCREEN 1 5 N,REQ. 2 5 7I3X SIZE %LOSS SUE %LOSS ANGULARITY SAND EQUIVALENT REQ. ! _ ORGANIC Pla:e 01 RFQ '1 rr;jx y (REF,METH001 IMPURITIES 4 —3 /s Light Weight Pietas, LOOSE Specific Gravity 2.0 0.0 %REQ 1.0 max GHT(T %REfl. 3'/:"—3" (coal 8 lignite) WT.PER DEGRADATION %REQ. I CUIFT %REQ. 3"-2 Ya` RODDED 2'..4"-11z" #4-#8 FRACTURE FRACTURE (SINGLE FACE) (DOUBLE FACE) 1 16"—'Y; #8-#16 SIZE RESULT SIZE RESULT %"—3/8" #16-#30 %REQ %REQ, 3/8"-#4 #30-#50 %REG. °.REQ TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTID %REQ. LA ABRASION LIMIT(PL) LIQUID LIMIT ILL) %REQ. Grading: i Result: PLASTICITY %REQ. .REQUIRED INDEX(PII COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY %A88ORPTtON OVEN DRY %ABSORPTION _ Flat&Elongated RESULT(S)/STATUS Ratio: Flat: By Weight El Elongated: By Pieces ❑ Flat&Elongated: Total: Requirement: REVIEWED 6. APPROVEQ BY LAB REMARKS EQUIPMENT SET It 2, 13, 14, 16 TECHNICIAN B. Rowdenldr. C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST-TESTING LAB,INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) Washington State WSDOT MATERIALS LAB 07/31/2018 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: E1/2SEl/4SE1/4,E3/8NE1i4SE1j4 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: 06/20/2016 Expiration Date: Q6/20J2023 ASR-14 Day:0.51 ASR-One Year 0.02 CCA Absorption 1,02 CCA Sp.G:2.69 Deg:72 FCA Absorption;2.04 FCA Organics: 1 FCA Sp G-2,641 LA:11 Remarks: 1-Year ASR Results expire 08/04/2019 -ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap,Quarry Spells,Rock for Rock Wail,Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg. LA: Remarks: NOT Approved for: Quarry Spells Riprap Rock for Erasion and Scour Protection Rock for Rock Wails Stone 9-27.3(6) Streambed Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Absorption;1.02 Apparent Sp,G. 2,737 Bulk Sp,G (5S0);2,69 Bulk Sp.G.;2.662 Deg:72 LA 11 Remarks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date; 06/20/2018 Expiration Date: 06/20/2023 Bulk Sp.G.(SSD);2.69 Deg:72 LA:11 Remarks: Contact RME to determine if Resistivity, pH,Chlorides, or Sulfates testing is required Currently Approved for: Gravel Borrow for Sir Earth Walls Gravel Borrow for Sir Earth Wale 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 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 7-- CHAgIF ' .� ��F6-41,WASH�Mc r� / ‘161fr r 0 0000 Z / Signature of Licensed Professional Engineer 37343 ‘Cr January 21, 2021 April 18, 2023 s ti< Inspection Date Certification Eaton anon Date SUBMITTAL REVIEW This company will maintain these facilities in corm and will correct promptly anyAsficiencies which develop. X No Exceptions Taken Make Corrections Noted Amend 8 Resubmit Rerected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official does not relieve the Contractor from NOTICE:The Check Ustn6ralee only bet pint teddies are eewdadory responsibility to comply&conform mums ofthe ooriaele Wet with rpac>ic4ion ropulrerrlente mist be 41486 dy ueiral mapei with the Plans, Speo icat on s. and This cortical.ie issued by the Wlbnel Reedy hiked Conaele Assocition a Contract Documents meets of the NRIACA CMlicaion of Ready tltwd Concrete Production Fsc*ies.0C3.Ur I in legal scion, Plant ID AI:801670 i"°'}'L�,etabou n, 7133 ccmns�.rNG�kGINE�R5 ® 1965, 1992.2001, BY MB Date 111=2 National Ready Mixed Concrete Association 66 Cato %irgiuis 22314 National Ready Mixed Concrete Association qr Certificate of Conformance For Concrete Production Facilities NI' I 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 Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures `a.of WAS yi:`e 4 k� ~ OAFij-S 1,,� �y os t Signature of Licensed Professional Engineer °IFSa, ,.4, January 19, 2021 March 19, 2023 +i 'At. Inspection Date Certification Expiration Date This company will maintain these facilities in comi SUBMITTAL REVIEW and will correct promptly y deficiencies which develop. x No Exceptions Taken /42,i6 )74 Make Corrections Noted Amend $ Resubmit Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE. This review Official NOTICE:The Chad list indcelesonat plant babes are satisfactory not relieve the Contractor from y bat of eis concrete Itself with specification reqlwneide roust be%st ieabymusskepi responsibility to comply&conform with the Plans, Specifications. and This asralcele is issued by the National Ready Mond Corm*Assode6on a Contract Documents. manta of to NRMCA Cerlcatbn of Reedy Mi*ed Concrete Production Fealties,OC3.Urlietik t in legal actor. Plant ID#: 801815 4(;my y tir Doom,,,Loc. i890 1965,1992,'2001, coN$ULTIVO ENGINEERS t4aaaonal Ready Mixed Concrete Association 66 cant By MB Date:1/10/22 wows 22314 ~ ._____. ASH GRI]VE Mill Test Report Plant Seattle Cement Type GU&1.41 Lone Alkali Dale 21-Oc1-21 Production Period September 1.2021-October 1,2021 Certlficallon No. 2021-17 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec,Lrnrt Spec rest Spec Limit Spec Test item Type GU Limit Result Item Type GU Limit Result S102(%) " ° 19.9 Alr content of mortar(volume%) A 12 max 8 A1203(%) " 6 0 max 4.8 Blaine fineness(m2/kg) A 260 min 383 Fe203(%) A 6.0 max 3.4 %Passing 325 mesh 72 min° A 96.8 CaO(%) A e, 64.7 Autoclave expansion(%) 1.0 max 0.80 max 0.10 0.490(%) 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 A A14.9(2160) Ignition lose(%) 3.0 ma*F 3.5 max 2.9 3 Days 14.5 12.0 27.4(3970) Na20(%) A A 0.22 7 Days 20.0 19.0 35.2(5100) 1(20(%) A 0.34 28 Days 26,5 " 43.5(6310)1 Insoluble residue(%) 1.5 max 1.5 max 0.40 Tined sethng(minutes) CO2{%) A ° 2.0 Vicat Initial not less than 45 45 100 Limestone(%) 5 max 5.0 mex 4.6 Final not more than 375 375 177 CaCO3 In Imealone(%) " 70 min 98 treat of hydration lcallg) Inorganic processing addition(%) A 5.0 max 0.8 7 Days " 89.8n (Bagriouse Dust) Potential phase composition(%)c C3S A A 57 C2S A A 13 C3A A 8 max 7 C4AF A • 10 C4AF+2(C3A) A A 24 C35A4.75(C3A) A • 90 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Land Spec Test Spec Limit Spec. Test Item Type GU Limit Result Item Type GU Limit Result Equivalent alkalies(%) '' 0.60 max 0.44 False set(%) " 50 min 88 °Not applicable. TTest result represents most recent value and is provided for Information only. cAdfusted per A 1.6. °Fineness: 45um sieve,maximum%retained,28_ EThe reported 28 Days are for the previous production period 'An ignition loss of 3 5%maximum is allowed provided the cement at S50 t 2S'C.show a lass,n mass of no more ten 3.0%. ADDITIONAL DATA Inorganic Processing Addition Data Type Baghouse Dust Amount(%) 0.8 Si02(%) 14.6 A1203(%) 6.5 Fe2O3(%) 1.5 Ca0 I%) 40.9 S03(%) 0.7 Base Cement Phase Composition C3S(%) 61 C2S(%) 14 C3A(%) 7 C4AF(%) 11 We certify that the above described cement,at the time of shipment,meets the chemical and physical requeementa of the ASTM C150JC150M-18 specification and the CSA A3001-13 Type GU specification. Signature: Title: Chief Chemist Edward C Rafacz 3t101 E Marginal Way S.Seattle,WA 98134; Ph:(206)623-5596: Fax:(2061 623-5355 Engineer.Addition ❑® Washingtorn Stato Depaetmuot of • January 10,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: 'Ash Grove Cement Company - Seattle, WA Product Name: Portland Cement Type I, Type I/II low alkali, Type.III ; (AASHTO M-85, ASTM C-150) Standard Spec,: 9-01.2(1), concrete=Portland Cement Product Description : Manufactured -Seattle,.WA: Portland cement Type 1,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 coimpliance. Last Updated : Sep 24,,2012 To be completed by the field inspector: Quantity: Verified By: Date: 141.16 IF-VWashington State Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE, 12/14/21 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 077 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtc/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 1/1,7/2022 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. 0.Source Approved: Please ensure that valves conform to all the requirements of S.P. 9-30.3,including being-stamped with"NSF APPROVED"and satisfying AWWA.C590 and C515 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks • (PE): Affidavit of Compliance-shall state compliance with AWWA C509 or C515 Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 0 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" Mails Csinsetioti 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 ISO9001 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" '"' 'Cienselbai 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. 4.13 Guide cap bearings-Acetal Copolymer. 4.14 Disc 4.14.1 2"thru 3"sizes-Cast Iron, ASTM A-126, Class B. 4.14.2 4"thru 12"sizes-Ductile Iron,ASTM'A-536.. 4.15 Disc encapsulated-SBR ASTM D-2000. 4.16 Body=Ductile Iron, ASTM A-536. 4.17 Coating.- Inside and outside of valve fully coated with Mueller PRO-GARD® Fusion Bonded Epoxy. Coating complies with ANSI/AWWA C550 and is certified to ANSI/NSF Standard 61. 5. DESIGN FEATURES . 5.1 Fully unobstructed, oversized flow-way-the sealing mechanism is withdrawn from the flow- way in a full open position. No pockets in bottom of flow-way to trap sediment or debris.The flow- way will permit passage of full-sized shell cutters. 5.2 Bronze Disc Nut- all valves. 5.3 Anti-Friction Washers on non-rising stem valves- Located above and below the thrust collar portion of the stem to reduce friction and provide more effective conversion of operating torques into seating loads. 5.4 Stem for non-rising stem valves,with 0-ring Seals-One 0-ring is located below the thrust collar of the stem and two are located above the thrust collar,with the uppermost serving as a dirt seal (4" thru 12"). The 0-rings and thrust collar are factory lubricated. The two primary 0-rings seal the thrust collar area from outside contaminants and water, and retain an ample amount of lubricant on the thrust collar and anti-friction washers to reduce operating torque and wear. Form 13209 r09-18 page 2 of PRODUCT,SPECIFICATIONS. A-2362 RESILIENT WEDGE GATE Mueller Co. VALVES, 2"-12" ROW ' °Ktka` 5.5 Stem—The threads on the bronze stem are Acme form threads for strength and efficiency.The stem thrust collar is made integral with the stem--and is formed by a heat upset operation. 5.6 Upper Stem 0-ring Replacement—The two 0-rings above the thrust collar of all Mueller®Resilient Wedge Gate Valves can be replaced with the valve in the fully open position, under pressure, with no leakage. 5.7 Corrosion Resistant — all inside and outside cast iron surfaces are coated with Mueller PRO- GARD® Fusion Bonded Epoxy Coating, 10 mils nominal. Mueller PRO-GARD® Fusion Bonded Epoxy Coating is non-toxic, imparts no taste to water, and complies with ANSI/AWWA C550. Valves are certified to ANSI/NSF Standard 61. 6. OPTIONAL FEATURES 6.1 Mueller 2362 Resilient Wedge Gate Valves can be furnished with the following optional designs or features: 6.1.1 Gearing—Bevel and Spur gearing available on 3"thru 12"valves.Bevel-geared valves are for horizontal installations; spur-geared for vertical. Geared valves provide an additional bearing to support the extreme end of the stem. 6.1.2 Position indicator—Available for NRS•valves 3"and larger. 6.1.3 Stem—Silicon bronze-ASTM B98 C66100; 304 Stainless Steel or 316 Stainless Steel. 6.1.4 Disc encapsulation & 0-rings—EPDM ASTM D2000. 7. TEST PRESSURE 7.1 The pressure test on each Mueller Resilient Wedge Gate Valve meets the requirements of AWWA Standard C509 for Resilient Seated Valves. 7.1.1 Each Mueller Resilient Wedge Gate Valve is subjected to two pressure tests. The seat test is at the working pressure of AWWA valves and 1-1/2 times working pressure of UL Listed valves. Shell tests are at 2 times the working pressure. 7.1.2 Pressure tests at the working pressure shall show NO leakage past the seat from either side of the wedge or at the flange joints. Pressure tests at twice the working pressure shall show NO leakage through the metal or flange joints. 7.1.3 Test pressures are as follows: 525 psi seat test, 700 psi shell test. • Mueller Water(U.S.)1.900.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 Co. www.muellercompany.com www.muellercanada.com www.mueller-intemational.com moreinfo@muellercompany.com more-info®muellercanada.com international@muellercompany.com Copyright®2017 Mueller Co.,LLC.All Rights Reserved.The trademarks,logos and service marks displayed in his document herein are the property of Mueller Co.,LLC,its affiliates or other third parties. These productsare intended foruse in potablewaterapplications.Please contactyour Mueller Sales or CustomerService Representativeconceminganyotherapplication(s). Form 13209 r09-18 page 3 of 3 From RAM 039 ..... �!_• Oli t "11�O 1 i'ti",•"i'1-1 lit" ia`I ■P — •1f7P" tlf_ �1 Try O®dam©��� r warm r,r-r—L11111111pr •v1 11M1111111•11111111t11111 ,OIL MN11 • ■•111•1111111111 - S i r �7�t1 .���a t A �� I _ immonsommomm it r ri t ��■ ��+ �� war-- of rtn ' ■ 4 Li 11 1 11111I AM.._ RS 4;mmt,=-E—Nomr-rimmmt II 111 II J..II IL -1.1 ,��� &I1\ I U , FLANGE ENDS DrVM LV.143i'M9.Ti'. ,o �LANGE If NEON JOINT EN_DIS``•, MECHANICAL JOINT ENDS 110 o —� G rN -� fNr u -y o - t illr ill r Immilmistio I � , I ! �r ;, ! i■ ®- SUBMITTAL REVIEW ' :� 11 II I ��1-_ No Exceptions Taken ---- ����� ' . ' '�.. X Make Corrections Noted �� �� �� Amend&Resubmit �11 II ! ,r. • i Rejected-See Remarks SLIP-OM FNDS IN FLANGE S SLIP-ON ENDS IMPORTANT NOTICE This review does not relieve contractor from his I �-; responsibility to comply&conform ��"`�•Aq•riraE aa ■ • .� Tf Ul with the Plans,Specification,and 1• +v I d . rr+r L e 1`t� if :1 G ' 1: e r N i ri1 r. Contract Documents. I (I:I I' :1115l11if ({ "s 3a tit *-.0 �k;, r _ !.N .. MN •-K.N. Nat i. 4K !KN Not I La .f.N lt.K N 1 _ ra• me ,. b \.3r&y rst.J.borraef Imo. t— ...UP we NM I II t CONSULTING ENGINEERS �• - ,_ �..•�• „ ...� ,-,<...,.,..,..,�.,�„ . ,,.„„r.' .�..., .�...... ssv.r w IN snr a .R ac,r nls.o vase cowmwe n VPL •.Please ensure that valves conform to all the requirements By ABZ Date 9l2412021 of S.P.9-30.3,including being stamped with"NSF APPROVED"and satisfying AWWA C509 and C515. BID ITEM B-16 SUGGESTED SPECIFICATIONS Mueller Co. LARGE GATE VALVES, 14" - 54" , ,Naiutile 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 1 012 SUGGESTED SPECIFICATIONS LARGE GATE VALVES 14" - 54" Mueller Co. PAW Canctini 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 02000 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 cirsy&Osborne, li-c. CONSULTING ENGINEERS By: DRS Date:1/17/22 Muslim Co. Water(U.S.)1.800.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 www.muellercompany.com www.muellercanada.com www.mueller-intemational.com amomme moreinfo@muellercompany.com more-info@ muellercanada.com international@muellercompany.com Copyright C 2018 Mueller Co..LLC.All Rights Reserved.The trademarks,logos and service marks displayed in this document herein are the property of Mueller Co.,LLC,its affiliates or other third parties. These productsare intended for use in potable water applications.Please contact your MueSer Saes orCustomer Service Representativeconcemrganyotherappiication(s). Form 13896 t2-18 page 2 of 2 B14,B15, B16, B17 44,e 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 1 1 • 2 locking screws on valve nut H 2.36t.06 .24±0.2 I 1+I 8.46±.02 4.1 ±04 Specifications "F 1 Number Size E PS41107 1' 04 ±.04 PS41108 2' E .' s. PS41109 3' .12±0.2 A.Overall PS41110 4' p Length PS41111 5' — _ - - PS41112 6' PS41114 8 ter.,..'"'" 1,±o.2C I PS41119 1-1/2' `�V,, '�� } �; SUBMITTAL REVIEW B -\\.... X No Exceptions Taken Section Dimensions Make Corrections Noted L±IU Amend&Resubmit B Tube Diameter 01.3±0.2" Rejected-See Remarks C Tube Wall Thickness .12±0.2" IMPORTANT NOTICE'This reviewdoes 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. lab F Dirt Shield Diameter 04.17±.04" may —_ G Dirt Shield Thickness .24±0.2" "NSGIIING ENGINEERS By DRS Date:1117/22 H Top to Dirt Shield Length 2.36±.06" I Top to Center Plate 8.46±.02" 58 1 Length A 1 A Tightening A3 Screw Material Paint Type Black lead-free paint;sprayed. 3i8UNC 0 CHID ral09.35 Distributed Exclusively by Ferguson and Wolseley Canada ©2011 Ferguson Enterprises,Inc. All Rights Reserved 969210/11 r► Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 036A 1 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/CPL Hdgtr./QPL HQ Use Nc. Product/Tye Manufacturer or Pit Number Reference Code Code B14 Valves Mueller Co. Cert. of Compliance 7-16 10 B14.01 Neoprene 7_12 B15.01 Gasket Cain Bolt and Gasket, Inc. 3 B16.01 B17.05 B 1 t3.05 Project Ergineer/Representative Date State Materials Engineer/Representative Date .r=„ . 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. t 3. J Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ®Yes No . Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 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 0 Region Operations Engineer 0 Fabncation Inspection 0 Region Materials Ei State Materials Lab-MS 47365 BID ITEM B14 SPEC REF 7-16 Mueller Co. RdhYle Ceanectlaas 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 1 r- ( Hydro Hydro AWWA ( lA I FM p • l ' Sei Test i Si ieii i eat V F (psi) (Psi) I (PSI) I (psi) �t xn txm I tcx.tel IVu. I d NRS-FL x MJ AL.3b1-19 4-12" NRS- MJ x MJ A2361-23 350 350 350 525/525 700 I 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 ko be within the specific do s own 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 AS36 provided for this project. Provide test CriEiviiCAL COMPOSI results and • Element C Si Mn S I Cu P Cr Ti Pb M certification as part of Minimum 3.900 2.500 - - 0.370 {I 0.140 ---- Cert. of Compliance. Maximum 13.950 12.800 10.420 10.022 10.180 10.050 10.080 10.015 j 0.005 I - - SUBMITTAL REVIEW NA ANA A A A A X `S—X X X. %N. s‘_Y_� Nn Fxceptinns Taken Please note, this Certificate of Compliance dues not Make Corrections Noted 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.Soecitcation.and Contract Documents i,v.y tk QaLorne,Lnic. :ONS•.1."'NG=.YG NE FRS DRS Date 12/21l21 Mueller certifies that manganese bronze sterns are manufactured under a controlled program and are in accordance with ASTM B138. f Manganese Bronze ASTM B138; Alloy C67600(H04) Chemical Composition Mechanical Properties Element Cu Fe Pb Mn Sn Zn Tensile Yield Elongation Minimum 57.00 0.40 0.50 0.05 0.50 Remainder 76,000 52,000 10.00% Maximum 60.00 1.30 1.00 0.50 1.50 Remainder --- Mueller certifies that valves wedges are encapsulated with SBR rubber manufactured under a controlled program and is in accordance with Mueller Rubber Specification R-88. SBR(Mueller Rubber Specification R-88);ASTM D2000 Specification Durometer Tensile Elongation Compression Set Minimum 73 2,000 200% 0.00 Maximum 83 ---- ---- 18.00 Mueller certifies the coating supplied with these valves is Mueller® Pro-GardTM Epoxy Coating, an exceptional fusion bonded epoxy electrostatically applied to valve internal and external surfaces to protect against corrosion. This coating is Sienna red in color, non-toxic and suitable for use with drinking water components. Mueller valves with Pro- Gard are certified to NSF 61 &372 and meet or exceed AWWA C550 requirements. Valves have a standard coating of ten mils nominal thickness. Mueller certifies that components for A2361 RWGV's are manufactured in accordance with Mueller Co. QA procedures which include but are not limited to relevant dimensional, visual, and functional inspection and verification. Respectfully, - 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 495 1234 supporting mill tests or documents.A Manufacturer's Certificate of Compliance shall be Email:aasledov@muellercomoanv.com Website:www.muellercompany.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: v B14.01 -8"Valve �! B15.01 -12"Valve B16.01 -16"Valve Commercial grade neoprene rubber ( cr ) B17.05 -6"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.i. 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 8 conform with the Plans, Specification. and Contract Documents, Gray&Osborne, Inc. CONSULTING ENGINEERS By DRS Date 12/21121 Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Date CAG 20-065 Duvall Ave NE 8/31/21 Section I Tile of PtOjssct 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# 037 PE Uee Bid item Malarial or Name and Location of Fabricator, Specification PE/QPL Hoof 1QPL HD Use No ProductITYpe Manufacturer Of Pit Number Reference Code Code B15 BozValve Olympic Foundry Inc 7-16 2 24 B15 ve box Olympic Foundry Inc 7-16 2 RWGV B15 M Mueller 2 7-16 3 B15 Flank Gasket American Ductile Iron Pipe 7-16 10 Bolts, B15 Nuts FNW 7-16 10 B15 Valve Box Cover Olympic Foundry Inc 7-16 2 B15 Stargrip 3000 Star Pipe Products 7-16 3 f -- B15 Sronn Pi LDE Ductile pe Sigma i 7-16 3 Project Engineer/Representative _� !Date State Materials Engineer/Representative Date 10/19/2021 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. See requirements of 0 Acceptance Criteria: Mfg.Cert. of Compliance for'Acceptance prior to use of material. WSDOT 1-06.3. q)Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved P.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. Approver Withheld: Submit samples for preliminary evaluation. 401 pproval Withheld: See Remarks 1 Miscellaneous Acceptance Criteria. Remarks (PE): APPROVAL WITHHELD: For Flange Fitting, Gaskets shall be neoprene, Buna 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)/AWWA C504 for the valve boxes. DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor Region Operations Eiiigineer Fabrication inspection Region Meterlafa El Stale Materials Lab-MS 17366 STAPIPI PRODUCTS Joint Restraint Submittal Form \\ BID ITEMS B06. B07, Bob, B11, Stargrip:5,series 3000 B12, B15, B16, B1 T, B1$, 821 Mechanical Joint Wedge Action Restraint - for Ductile Iron Pipe SUBMITTAL INFORMATION il k k _ c'( I got. .; PROJECT NAME: DUVALL AVENUE NE -a i - ENGINEER: I PARAMETRIX i Cliin L1 CONTRACTOR: REED TRUCKING & EXCAVATING I ---- ., C- -\ , " a SPEC. SECTION: o c rw'sabres 3W0 for Ouchle fion Ape IIIIIIIj (I 1 0 ii> A T. APPROVED Aw ......, el""4 WA �,�„ .......N., ,, FEATURES&ADVANTAGES • The Wedge Assembly is designed with o Break-Off Torque Control Nut that will only break off in one direction,ensuring proper installation, • The Stargrip°offers a full 5"deflection through 17'size,3°on 14"-24",2°on 30%36-and 1"on 47'-48". • Minimum safety factor of 2:1 • Stargrip"sizes 3"-36"are listed with Underwriters Laboratories Inc.and saes 3"-IT are approved by Factory Mutual Research. • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable. • No special tools are required for installation of the Stargrip". • Stargrip"eliminates tie rods and thrust blocks. • Stargripe may also be used on minimum SCH 40 steel pipe up to 17'liransition gasket required on 12"and under;.For 14" and larger steel applications,contact Star Pipe. 11111:111‘11111111 MATERIAL SPECIFICATIONS: • Gland:Ductile ton per ASTM A536,Grade 65-45-12 • Wedges:Ductile loon per ASTM A536,Grade 65-45-12 heat treated to o minimum of 370 BHN • Wedge Finish: Thermally cured fluoropolyrner epoxy coating GLAND FINISH OPTIONS (Please check one): HARDWARE OPTIONS(Please check one): R111111111 Standard:alkyd enamel coating f' Standard:T-bolls are high strength low ahoy steel nI ✓ m n foe urge n accordance with ANSI/AW WA Optional:Starbond TGIC polyester powder coating applied by an electrostatic spray process ^1 I Optional:T-bolts and nuts alloy SS 304 per ASTM F593 ElOptional:Other(specify) El Optional:T-bolts and nuts alloy SS 316 per ASTM F593 17 Optional:T-bolts and nuts Fluaropolyrner Star-Blue COUNTRY OF ORIGIN OPTION(Please check one): I l coated high strength low alloy steel manufactured in accordance with ANSI/AWWA Cl 1 1/A21.11-00 si ImportEllillil4 ■ Domestic-AIS Compliant C1111) REv.21 Or A ri REC451ERED TRADE MARL OF STAR PIPE PROCUCTS TSAR'PPE PROD CIS r10113r0rr CORPORAO I COLL ME 1-800.9tc xiOLrN. I•SS& TOVRtielnad ww.slodr,•pt tuvs.com Page 1 so1D II: • I STAR'PIPE PRODUCTS Joint Rostra nt Submittal Form -,...F.,. ) 1 Sta rg ri p Series 3000 �" Mechanical Joint Wedge Action Restraint / for Ductile Iron Pipe TECHNICAL INFORMATION fit 414:0 Ili,, ......-•-...I.1.o 1,p4/4*4., Clidill)t__ . 11 0.75 Aahl ( ,,,...„ / / `�,,.. .17 .___, \ 1 ,,,. commq , ,..„, _ ____ _ _ i.= (....),...„ 0*2 ' ....,'- 1 ' --''',,,, le 'w \ Ott:: 01111111) , .S....„....., • t /#4. 'VP Ore/ .I STARGRIP' 3000 SPECIFICATIONS' ,y F W,NUTS APPROX Please NOM. PRESSURE R C D E F TWISTED G NO OF NO OF WT. cheek sizes: SIZE RATING OFF WEDGES T.BOLT (LBS) L 3 350 4.84 2.40 4.06 6.19 3/4 9.5.5 8.78 8.13 2 1 E 4 mil21g C 6 350 5,92 2,40 4,90 7.50 7/8 11,06 9.62 9,12 2 4 i 3508,02 2.40 T.CC? 9.5� 7/8 13.D6 1 1 72 12 3 r. C8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 i 7 13 35013.22 2. 1 l i.23 I h.:;o-;i r? i?.25 15 88 5 62 6 8 4 C 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 34 iiiiiiiii14 E 14 350 16.40 2.91 15.44 I:I.-5 ','9 2 .25 20.12 20.9C IC 1a 1; PINIIII C 16 350 18,50 2,91 17,54 21.00 7/8 23.34 22.22 23.00 12 12 56 18 250 20.60 2.91 19.64 23.25 7, SUBMITTAL REVIEW C 20 250 22.70 2,67 21,74 25.50 7! 75 -- X No Exceptions Taken 24 252 26.':o 3..1� 2s.24 3C��3C1 Make Corrections Noted E 30 250 33.29 3.49 32.17 36. ;-I Amend S Resubmit +9 • Rejected See Remarks E IMPORTANT NOTICE: This review 42 250 45.79 5.15 44.75 50.62 1 3 does not relieve contractor from his s C48 250 52.09 5.15 51.05 57.50 1-3 responsibility to comply&conform !tit dimenstrm nt itches excerpt were tndkuta with the Plans. Specification,and Notes: Contract Documents. 488 • Sta,}•rips•must be adequately wrapped or protected if they are covered erect by.'n act. Eimmoi • For applications exceeding the maxinrurrt pressure ratings listed please contw iltl[a ftargrip'). • For applications with vertical offsets please c,tttaet Star Pipe Products„Or de( � C)NSULTING ENGINEERS x Sr Oslo , • For applications on esistint;pipe,the pipe needs to be structurally sauna caul ii) -products in atderJor the wedges to Junction properly. Please contact Star Pipe Products/ By; DRS Date;101191�21 • Saes 42" 4X"require extra long 14"x 8'4"T hulls. REV 21 O' 0R C STERf_O TRADEMARK Of lim ref fifcroucrs Si..R•PPE P*00orIS Provide Mfg. Cert. of Compliance. A. „0„„..a co..ern 1T0u till@ 1 X0494-.77_p IrAXA 1-156-9(130 4.ww.0cropiprowcts.cam iUVR,xmr,ir.iA Page 2 Qualified Product List https://www.wsdot.wa.govlbiz/matsJQPL1QPLPrint.cfm?Product_noo20... Engineer's addition (product review supporting documentation) Washington State October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Star Pipe Products - Houston Product Name: Stargrip Series 3000 Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America dause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: I of i 10/19/2021, 11:54 AM BID ITEMS B14, B15, B16, B17, B18 5,3/4"Dlk r7/IB' S DEGREE �\! DRAFT 7"1 �, , 8 n 1NA ER t • VP MEW sjs- V. 15/1r e NATT 4 MEW NOTES: Also aava0abbe with 2•skirt OLYMPIC FOUNDRY INC. VALVE BOX COVER MAIL Cast lion ASTM A48,CL30 RATING: H-20 PART NO.940 APPROX WT:9 Lbs REV:A DATE:7P21J2003 Nei/border REV �F> rars 'A rc DOCUMENT APPROVED OWN:CL DATE:7/2112003 TC s REV: DATE: ®Y; DATE: xxx.-to CHXD:CL DATE;7/21/403 ea DWG 4:940 SHALLOW LID SCALE:N/A SHEET:1 OF 1 <••2 DEG BID ITEMS B14, B15, B16, B17, B18 71- \ \\\ (7(71 ) \ , f $.I/-0 DIA_ r-------- 6 ?/8" MA, a 3/h" t 1/a" 1 116" IP a„A eijo VA La. mom lima I 5 7/6" DIA.1 9"DIA. NOTES: OLYMPIC FOUNDRY INC. 8"VALVE BOX TOP . MATL Cast lion ASTM A48,GL30 RATING: H-20 PART NO.940 APPROX WT:14 Lbs REV:A DATE:711003 Nee border REV rcisR,ur� A DOCUMENT APPROVED OWN:CL DATE:7l16r2003 REV: DATE: 0Y: DATE_ '«"-"r xxx~t4 CHXD:CL DATE:7116J2CO3 DWG d:940 8 Top SCALE:NA SHEET:1 OF 1 sen or t.."±a P e .2 DEG BID ITEMS B14, B15. B16, B17, B18 3 en'DIA- IS I pU.__i g ij fi 1 7 $$'jy¢ IT 4 24' ��IALSO AVAILAKE g w.o•MO?dS 1 SS 4 0 4 i Y 5..J+ 50, i ri as- I $oIA j a 3/4"OK NOTES: OLYMPIC FOUNDRY INC. 24",30"36"VALVE BOX BASE MATL:Cast Mon ASTM A46,CL30 RATING: 1i-20 .PART NO.940 APPROX'NT 35 Lbs REV:A DATE:711602003 New border REV DOCUMENT APPROVED OWN;CL DATE:711612003 "`"` REV: DATE: A BY DATE CIIKO:CL DATE:7/1612003 DWG/#:940 24 BOTTOM SCALE:N/A SHEET:1 OF 1 <«20E1 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend&Resubmit INT UP Rejected-See Remarks —■ "! kr I nikr .MI.14 ■11 IMPORTANT NOTICE: This review 1 .N1T11/iw _ 1_ `=""x does not relieve contractor from his �� N N 1�1 .p/1■0R` `n 1 i14 illi HA AN tsna. F/ai4 --dter i=a t, ��, 4 0-IIN + / NAM 11101 responsibility to comply 81 conform �� �� 1 o II4 I YE■ ,I Nl '1 / Y71 f11C11111 NKR 1 MITIL NEER 1 INC 1 111011!11■1 lSl1 with the Plans, Specification,andIII +/ ,SJ 4$4 i •1 11:1TAiil�tii n Fri'sir/13 Contract Documents. II OMIT Iq�1M1• ., E1i/1,. .1 :: ,..,L. ( / t14T{f4t illowa - �t>• r tt>•� �1�(1 t t' —- tlrtl• q MI _lust EM1 1 'I c'I +I 4♦ W1' Cleburne, It ii Wi. Itli �' I1 /DOT-U il'MN l0 MR11 11M DIN$ �I1t1►y Luc. ' 1/ ■10T-tl EW I TIME IR71 ISM CONSULTING ENGINEERS +/ M1/T-w,r-a Ei■1 gKriLl 1Ta 1/M l !/ /■■T-FUME.Yl F■ MKTILI 1/a 1L11 DRS 9M6121 L ' ■ ■ ■ t I `� I) II MIOT-n.Mt.wra 111 NK/1U+■■1 1■11By: Date. / \ 'I Iat KM 13 / \ 'I 22 ■1r1/11M Il/[. DV S FI AMAE ENDS _) ■ ■ •■� ,-rer LNl'F' 111 ixfI.ANBE 1( MESN .poi xi: EMQS tit 1 I - o MECHANICAL JOINT ENDS /.. I, RIU' 11 „:,v1Idat•N\10 0 II �-01 ill o 1 ,,,, . IT ,.. „,, .. ,.. !ik-m. ,. .. ..„; .. . , , . ...., , .....1 _‘ ., „.. , -,..,_ ,, -,..„.., 0 rA .1111111111111ININNININ .81 f.A 1 '"/�r Elko , tl ill i I SLIP-ON ENDS -R 1 FLANGE X SLIP-ON ENDS i s t MEM RN OWM!MR•p DI Did, R T 1 ` 1. 11 1 t4 11 ♦lS 1 11 1. At , 1 1 I i _I! 1- 1. 4 A iiililli 4. !4 1. 1} It 1:4 '1. r. ?; it #!. 8' 1!.2 �4,�}1 14,/1 1 fl i 01 1I lT I 22ll,, (! q i{jf }, 1/ 1,1 jet rr M ��� ,aa 1 11 9 IT,i+ 14,11 +1,t1 1 tl i 11 +1 11,11 !- . .1. 2 ,t J 2.8T N,AR f-III 1. II .tt I .1. 1. I.Ifu,ilt11i4 II.Y11 11,11 11./1 •4.11 1T.1/ 141 .I,II I4,M II- 1-s 4.E 11.t1 1 A2 ,11 1• M,11 1•6M II,10(!L 1. 1 1.#2 I L. qJ4 12.1$ A , f �IR �. .✓ .r i iLH, �1.1! I.N ,IJI ILI; LJI 1.11 114.1/II Lot 1.11 i1.0 Ir.M 1,11 1,M ICS /-I,N,I/.11 *A 11.T1 mg 1/.T1 IL 11 4 TM 14.M 11,14 M./ ' rr� ono • MI II, • t1i 1�MM, ., y�-�-7My-�N� R MINN 1- 1w1 �i 1W.'NI 1151lo CI T*,S FA61WF11I1n 1TT1 FIRMS TO-11R..F■"J►T■T. Iq-USE TT '0-tU 11�d-61 TATS-14T1 T7tTPT IS-SP! ITl.1,n /T. OSSTU 2 TIT TUT 71V 41E''T+1115�D'AESF tain'r lag: 1 III.C4C. Engineer's Addition MUELLER (;) 2-12 INCH A-2362 RWGV FLXFL -tr. • 1 -.11111011 Ili / . 1 . ♦. .....\ -"' Vt 1\ k y 1+ '114111114 Catalog number:A-2362-6 SPECIFICATIONS: • Flanged ends • Sizes-2".2-1/2"3"4".6",8"10",12" J J • Meets or exceeds all applicable requirements of ANSI/AW WA C509 and C515,UL 262 Listed,FM 1120/1130 Approved,and certified to ANSI/NSF 61 and 372t • Flanged end drilling complies with ASME/ANSI B16.1 class 125 and 816.42 class 150 • Iron body with nominal 10 mils Pro-Guarde Fusion Bonded Epoxy Coated interior and exterior surfaces • Epoxy coating meets or exceeds all applicable requirements of ANSIIAWWA C550 Standard. • Iron wedge,symmetrical&fully encapsulated with molded rubber,no exposed iron • Non-rising stem(NRS) • Triple CI-ring seal stuffing box(2 above the thrust collar and 1 below) • 2"square wrench nut-open left or open right • 350 psig(1725 kPa/17 barg)maximum working pressure,700 psig(3450 kPa/35 barg)static test pressure • UL Listed,FM Approved:350 psig(1725 kPa/17 bang) • Designed for potable-water applications f Approved for borkf1owprevention devices by USC(for 4"-10"sizes) OPTIONS: • Position indicators • Stainless steel stem Type 304.Type 316 • 2"square wrench nut • P/N 10/16 Drilling • EPOM Disc and 0-rings • Low zinc.silicon bronze ASTM 898-C66100/402 stem RESOURCES: (httpsJ/www.mueilercompany.com /sites /muellercampany.com /files /uploads /media /12661rwgvoperrnanrev- • Operating Manual-2300 Series Resilient Wedge Gate Valves(Form 12661)2.pdf) (https://www.muellercompany.com /sites /muellercompanycom /files /uploads /media /11624_mueller-.producttag• • Installation Preparation Checklist(Form 11624)web.pdf) (http://www.muellercompany.com /sites /muellercompany.com Thies /uploads /media • Drawing•4-12 inch A-2362•All End Types(Form 7420)/7420_rev_0_web.pdf) (http://www.muellercompany.com /sites /muel lercompanyeom /files /uploads /media • Drawing-2-3 inch A-2362•All End Types(Form 7399)/7399_rev_a_web.pdf) (https://www.muellercompany.com /sites /muel lercompany eom /files /uploads /media • Certificate of Compliance-2--12'A-2362 Resilient Wedge Gate Valves/a2362_rwgv coc_2-12.pdf) (http://www,muellercompanycom /sites /muellercompany.com /files /uploads /media /13814- muellerco- sugg- specs 2362-250psi- ful- wall- •Suggested Specifications-2'12'A-2362 Reslient Wedge Gate Valves rwgv 0.pdf) (https://.yuww.fnuellercornpany com /sites /muellercornpaay.com /files /Uploads /media /13209- muellerco- prod- specs- 2362- resilient- wedge- gate- valves- • Product Specifications-2"-12•A-2362 Reslient Wedge Gate Valves 2.pdf) FULL LINE CATALOG(HTTPS://IPAPER.IPAPERCMS.DIVIAUELLERCO/MUELLER-WATER-DISTRIBUTION-PRODUCTS-CATALOG/10-GATE- VALVES/10-GATE-VALVES!?PAGE=38) NEWSLETTER SIGN UP SALESGSA!LES/I SUPP©RT(lSUPPORri) COMPANYUCO.1PANYl1 CONYTALT.UCOhITACTil LEGAL Lei EG Le PRIVACY POLICY 1/PRIVACY-POUCYe) in Niigata Lot%aabslattryof ASrnlerWater Rndct,,Inc I exprtirte,20 7-272] to.LLC I TradxrGIkneed Infoniillon lhuWYwrnvmwpoLarne' , . BID ITEMS B06,, B08, B11, B12, 814, B15, B16, B17 , . 1 DUCTILE IRON PIPE j A , ,...,.... AMERICAN Toruseal° Flange Gasket*** Full Face—1/8"Thickness 7 . Table No:6-10 Pip*Size Pressure Gasket Warght rt. Approximate ' Wing* Ih. tiolt Torque*" pt.)! (IL-112) _ • 4 ,-50 ••.. 1CO q...W ..,., .. 165::' 11.50i ,..,....51, . 10 350 .6 200 .3tu.. ...., 14 agx, .9 250 _ .., -NI :250; 13 350 1.1 300 M 350 1.3 300 24 350 1:6 403 30 250 2.1 400 33 250 2.7 5t0 42 250 3.5 .500 48. 50 253 4. 5(X) 54 250 4.3 6C0 60 250 6.4 43( ) 64 2,50 9.1 KO , 'Pressure ratng dimig-,at+3d is maximum water working oemsure and is basad.on the maxi-num ratirg of C110, 0115 cc C153 flanges.AMERICAN Toresear gas`.4eris meat the descron at"specialy designed gaskets"sklown in the appadose of AMA C110,Gill.and Cl 157 anti Vedd gaskets"shown In the hoc'of AMA%CS 1 t. , -Bolt tawe applicable cniy to.joints with Manse!'gasket& AMERICAN'Torusear gaskets are normally black and furnished of-SBA rubber per ANSUAWVJA C1111A21.11.Thin rubber compound in NSF 61;edified for contact with potable water and Is otherwise'physically superior to red rubber sometimes used with-ganged faints.Other types of-rubber ' are available on special order. Clean flange faces and faced pipe-ends thoroughly prior to installation.Do not use Joint or gasket compounds wittuTorusear gaskets(assemble Joints dry). In addition to normal flanged po,Ing.,.AMERICAN.Tausear gaskets are re:Orad for use with suspencfc-d Joints In spedely dea1,7,521kr.g-span Insaelatlons'Le,spans irronivng-2 cr a lezgthe of pas).See Section 7 for details,. Fcr usamyth elan dard.flange belts_Holes match AMA Cl 10,C111,and CliSituirle cirilfng..They also matd-i t certain flange drithgr dasees of AWINA l'. 107 end fNSl 810.1 and 91 5-.4.1 1%rige,-,:, ; "'AMP.MCAN uDear gathEfla lia"aick and are supplied with d.ail raised,turus Iclbs. . . ' Gaskets shall be nebprene, 'Bane 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 t oks and Nuts lengths of pipe) or with any underground 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.TorusealA 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 Toruseat5 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 ular or heavy hex design are used accord- AWWA C110,C111,and C115,and "special ing to customer specifications.Also,per the gaskets"shown in the body of AWWA C111. Appendix of AWWA C110 and C115,high- *As noted n the amena ee dalwaateAtasaAwwAteal strength bolts should not be used when a w M u `'e'e1 ,-- gray iron flange is involved in the connection. Gaskets • . AMERICAN AMERICAN Tonrseal'gaskets are rec- . el. Toruseal'Flange ommended for AWWA standard flanged Gasket joints in normal water and sewage service. • The AMERICAN The ANSI 816.21 standard specifies the in- •. • Toruseata flange gasket side of 3"-12" non-metallic full-face and • is available for improved ring gaskets to be greater (the same as • • • joint performance.It is standard steel pipe outside diameters)than 61 certified vastly superior to co- nominal. Any flat gaskets used for ductile NSF NSF 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 816.21. The demanding services such as very large diam- larger I.D. gaskets per ANSI B16.21 eter flanged piping,specially designed long- are not recommended by AMERICAN. span installations(i.e.spans involving 2 or 3 = i = Table No. 8-2 AMERICAN Tone.'Flange Gasket hull-Face—Normal 1rN"'hckr .:5—Uue P Size Clashed Approx. PIS; SUBMITTAL REVIEW in. Rating' Weight Bolt Torque-- in. Pat bs tt.-Ills 4 350 a.a 100 24 — No Exceptions Taken s 360 0.3 150 Make Corrections Noted s 350 0.5 150 36 X Amend&Resubmit 10 350 0.6 200 42 Re)ected-See Remarks 12 350 0,8 200 as 14 350 as 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 Nr.*-. Contract Documents. f'•..a.s., r.,1 sneytel.ean.rteinv..”wWb'KeY,.J prailUeeta.,n,eel Ott tt,..1.4:I 7L6 psimadman unIn4 a optu Was siCt pea.C Ft f med.Contact A6F0("3J.N mt•glta "Solt extra emirate a.ea to ltnQ,d pMe hfi teased"Oetiy-+ Chen 119nge Lars end levee pipe ends thorough aria to ro4Mtria no rot aM orir 112, wins I If)I f CIrtay&Oeborrile,Ins s�DL+w'M eratter.,din brills.Mies mac*,.M1M'A`.' ;.t'+s.nC:I IS�h'•l ate Gwi.M.NFt lite 1 and BlFiA2111nyrel. Iueemr a9ee me hosed sill sloe me rausen the le"-fit'm n sorter car, CONSULTING ENGINEERS certPet.J mi.,*M lh.tenor.,Mr MAM1VA C.:1 ID ur C115 By DRS Date: 10119121 8-3 BID ITEMS B06, B08, TM Figure NBSZ B11, B12, B14, B15, B16, PIPING PRODUCTS '817 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 / SAE J995 GRADE 2 Features l- For 150#&300# SI Flanges • Lengths for e'e-e• Two Flanges* • Material arbon Steel lie) - . 4T11/... ale • Finish:Zinc - t -1 l)� • Sizes:112"to 24'(150#), 1!T to 12"(300#) let, - Standards • Botts: _ o Material-ASTM A307A Grade A J• Dimensions-ASME B18-2.1 ` o Thread-Class 2Ait 'WA 1 t.• Nuts: • Material-SAE J995 Grade 2 o Dimensions-ASME B18.2,2 Thread-Class 2B ` + >`a ,:, 0 Bolt Properties 150#Pack Quantities&Bolt Sizes(inches) • Tensile:60 KSI Minimum Size Bolt Qty Nut Qty Diameter Bolt Length • Elongation: 18%Minimum 112 4 4 1r2.13 2 • Hardness:69-100 Rb 3)4 4 4 tr2-13 2 1 4 4 1/2-13 2.1,4 144 4 4 tr2-13 2-14 'Based on 1t16'raised face and 1/8"gasket 1.1/2 4 4 1r2-13 2.12 2 4 4 518-11 2.3'4 2-1,2 4 4 5'8-11 3 3 4 4 5/8-11 3 4 8 8 51-11 3 5 8 8 3r4-10 3-114 6 8 a 3r4-10 3-114 Figure Number Matrix a a a 3r4-10 3.1t2 Z P 12 _ 12 _ 7i8.2 4 W FN NOS T j Sty - SUBMITTAL REVIEW 1 '-1 Etlll&f FLANGE S17F No Exceptions Taken Zinc=Z 1500t=1 1/2=D 8=U 3001=3 3r4=F 8=X - Make Corrections Noted 1.G 10=10 3001 X Amend&Resubmit 1-U44=H 12=12 Rejected-See Remarks 1-112=J 14=14 Sk 2=K is=is 1, IMPORTANT NOTICE:This review 2 1r2=L 18=1g 1 does not relieve contractor from his 3=M 4=P 24.22t41 _. responsibility to comply&conform 5=S - with the Plans. Specification,and Now: WS sins are up to 1reiwy. �.7 Contract Documents. I. Bolts and nuts shall conform to S.P. 9-30-2(1), including F Gray&Osborne, Inc. Z CONSULTING ENGINEERS size and length with AWWA C111/A21.11. Include Mfg. Cert. of Compliance. ? By: ABZ/DRS Date:10119/21 2017•FNW. All rights reserved. The°NW ego is a trademark of Ferguson Enterprises,Inc..PL Sourcing.PO Box 2778.Newport News,VA 23609 onwanw.com The contents of this publication are presented for information purposes only,and while effort has been made to ensure then accuracy they are not to be construed as warrants or guarantees,expressed or implied,regarding the products or services described herein or thee use or applicability. Ail sales are governed by our terms and conditions,which are available on request We reserve the right to modify or improve the designs or specifications of cur products at any time without notice. Always verify that you have the most recent product specifications or other documentation prior to the unsta8afon of these products. • BID ITEMS B06, B07, B08, B11, 812" Bl S, 816, 817, 818, 821 E SIGIVIP i'M Quality — Service —Commitment— Delivered. ONE-LOKTM Series SLDE for Ductile Iron Pipe , ler v. -.....A. / II .-� ( .r y , v . •trv,....-.:.,-;- Kili MOO N. .'. I:: 4 ''' 1 ..... ' U s r4- .a Features &Advantages: 4. 1) The SIGMA ONE-LOK Series SLDE is a mechanical joint restraining gland that w implements a series of individually activated wedges into the mechanical joint follower gland.When the wedge segment is engaged by the actuating bolt,the primary contact .r edges of each wedge segment lock onto the pipe wall.This action causes the primary .-- +r,l contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONE-LOA's unique cam action allows Dee restraining wedges pipe. YO rocu"gripping the pipe wail more esa rely as thrust ra a 2)ONE-LOK SLDE's precision contoured wedges provide proper contact and support naeseea. of the ductile iron pipe wall.Each wedge is manufactured with an elongated contour that tt;r evenly matches the outside circumference of each nominal diameter of ductile iron pipe. This elongated contour also eliminates the concern of damage to both the pipe wall and the interior cement mortar lining caused by point loading,even on the thinner pressure classes of ductile iron pipe. - 3) ONE-LOK SLDE's wedge actuating bolt provides the installer with a visual torque indicator. The breakaway top ensures proper engagement of the wedge segment at the time of installation. Unlike other actuating bolts, the ONE-LOK SIDE is manufactured ONE-LOK'a atm action also accommnwdates tie$ecbon or the with a proprietary quality control system that ensures the breakaway tops will activate Joint wring i eitallelost.end else Oros for subsidence,eeenic at the correct torque. The breakaway top is sized to match the same dimensions of er other Cartes aver iralafaGon,up eo Via maxinurn ells vd the bolts and nuts used to assemble the mechanical joint fitting and follower gland, deflection eliminating the need for special installation tools. Once engaged, the actuating bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint,if necessary, Deflection Chart 4) ONE-LOK SLDE's unique wedge segment and actuating bolt design allows the two Nominal Size Item# Deflection components to interface using a cam action principle, allowing the wedge segments 3-12' SLDE3-SLDE12 5 deg to rock and increase their grip on the pipe wall as thrust on the assembled joint 14-16" SLDE14-SLDE16 2 deg increases. This also allows improved resistance to subsidence, seismic forces, and 18-30" SLDE18-SLDE3O 1 5 deg other movement within the maximum deflection limitations of the mechanical joint under 36.64" SLDE36-SLDE64 1 deg applicable AWWA standards. SIGMA Corporation 700 Goldman Drive ' 600 999 2550 p www sigmaco,corr; Cream Ridge, NJ 08514 609 758 1163 f rt crm-sait'si sigmaco,corn ONE-LOKTM Series SLDE for Ductile Iron Pipe Sample Specification: Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial.Restraining gland,wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536,Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C1111ANSI A21.11 and AWWA C153/ANSI 21.53 through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint restraining devices shall have a working pressure rating of 350psi (for sizes 3-16") and 250 psi(for sizes 18-64')minimum and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes. Restraining device shall be SIGMA ONE-LOK''or approved equal. Materials: • Gland body. brackets,wedge segments&actuating bolts: ASTM A536 65-45-12 ductile iron. • Wedge segments are heat treated to a minimum hardness of 370BHN • T-head bolts &nuts: High strength, low alloy steel meeting AWWA/ANSI C111/A21.11 with minimum 65,000ps1 tensile strength and 45,000psi yield strength. I gyp- " ���C inn; n 1 4 r i 111. Ran ,7.0- ~ iY�11Y Ser tiAatC Dimensions in Inches, Weights in Pounds Nom DI Steel Dimensions Dolts and Inserts Pressure T-11a Its Gasket Pipe Item# Wgt Pipe Pipe Size OD 00 C F D T P. 6 J K2 No Size Torque Ralfroil Nu Size/ Torque No NtemI 3 SLCE3 5.50 3.96 --- 414 a1c. _- -•• 9.40 0.750 619 7.69 2 78 75-90 350 45-610 1 T`.=,-3 4 SLDE4 6.93 4.80 4.50 5 92 5.00 1.55 ,. 1024 0-875 7 50 9-12 2 718 75.90 350 %4 3.5 75.90 1 1.1G•4 4 SLDE6 100 6 90 6.620 9 42 7.10 1.58 0.60 12 34 0 875 9 50 11 12 3 715 75-90 6 14,4 3 5 75-90 1 MG-9 SLDEB 14.50 9.45 6.625 10.17 925 1.63 0.75 1432 0J75 11.75 1937 4 718 75-.00 6 bti x 40 75.90 1 MG-8 10 S.rJ6'U 2:5iv, n 71 v,'.. t2 2 11.11 155 1085 1R54 0475 1453 1562 A 747i 75.5!1 .. 4 ..-•-I'.: I+i, 1 r.1': 13 510E12 29.D0 13.20 12 75 14.32 13.40 1.58: 0.85 18.80 0.875 16.25 17.88 I 715 75-80 350 8 51 s 4-0 75-90 1 1,10-12 14 `-il?E 14 1f1I6 I:.;VI --- its u', 15^:r:, 1.5,9 -7i 2' 'I, 1."': IB, 21:+21, 10 rnt 75-90 61AE16 49.67 17.40 - 18.50 17.54 1,77 1;21 23..71 0.875 21.00 2z SUBMITTAL REVIEW 75-90 1 MO-16 18 54.13E18 80.33 19.50 •-- 20.50 19.64 1.77 1.25 25.44 0.675 23.25 24 75-90 1 MG-113 20 SLDE20 69.00 21.80 ._ 22.70 21..74 1.87 1.25 27.94 0.475 25.50 27 X. . No Exceptions Taken 75 90 1 MG-20 24 SLDE74 10.4 47 25 i50 .-. 26.AA 25 96 1.52 1.47 :S2 14 0 875 30..05 :31 Make Corrections Noted ,,..96 1 MG24 3f1 SLOE30 158.87 32.01 - 33.29 32.17 2.11 1.65 3e-30 1.125 36118 39 Amend& Resubmit 103.120 1 Mrs.0 36 S&0E315 234 50 311.30 --- 39 59 38 47 3 15 175 46 07 1125 43 75 48 Rejected-See Remarks I:A_•20 1 1,1GS--36 42 5I-DE42 344.00 44.55 - 45'79 N.67 3.56 2.25 53.25 13a 50.62 53 IMPORTANT NOTICE: This review 120-150 1 MGs-42 48 ( SLDE48 456.00 50.90 - 52.16 50 37 3.61 2.25 59 55 I 1.38 57.5 60 does not relieve contractor from his I 120,150 I 1 MG3-48 54 su7E54 104500 67.50 _ 58 65 57 73 6.00 4.50 7043 1 375 4320 67 responsibility to comply&conform 120-150 1 MGS-54 60 SLDE60 1130.00 91.E1 6290 6'76 6.00 4.50 74.52 1 375 67.72 72 with the Plans. Specification,and 120-150 1 MGS-60 64 85DE64 1258 00 ti 7 __ 65 99 65 84 6.D0 4,80 78,8e 1 375 7166 76 Contract Documents. 120-150 1 MGS-64 ONE-LOK SLOE was previously referrer to as mccel 5LD 'Proc 110 , '47.3 rernt gasket P'Dim shows OD after head is broken/removed. Size +lay Osborne, Inc. Size CONSULTING ENGINEERS Sizes 3"-12"is approved for thinnest class of DI pipe. Size Size By: DRS Date: 10119121 CIO 141> Size Ile Sizes 54",60'and 64"are pressure rated at 250 psi on DI Pipe LISTED AMINE Sizes 4"-12"are FM approved for 175 psi on DI pipe. 2 1 SIGMA Corporation www.sigmaco.com Provide Mfg. Cert. of Compliance. SIGMA.. Quality—Service—Commitment—Delivered. One Lok SLDE Wedge Action Restraint 111 1 Clean the fitting socket&pipe end. Lubricate mechanical joint gasket& pipe end with soapy water or approved lubricant meeting AWWA C111/A21.11. -',;,, . (A transition gasket is required if using on 7 steel OD pipe) 2. Insert the One Lok SLDE Wedge Restraint on the pipe with the lip extension facing the pipe end followed by the gasket, tapered side toward end of the pipe, 3. Insert the gasket along with the pipe into the fitting socket and seat the gasket firmly and evenly into the gasket cavity, keeping the joint straight. 1111111) 4 Push the One-Lok gland toward the fitting and center it around the pipe with the lip evenly against the gasket. 3 , SIGMA Corporation =vwww.sigmaco.com December 2018 SIGMA Corporation ONE-LOKTM Series SLDE for Ductile Iron Pipe Installation Instructions for Wedge Action Restraint with PVC Pipe & Mechanical Joint Fitting (Continued) 5. Insert the T-bolts with the T-head on the ;r fitting side and nut on the restraint side. and hand tighten the nuts. Make the joint deflection as required keeping the wedge restraint centered on the pipe before torquing the T-Bolts, 6. Tighten the nuts in an alternate method (STAR PATTERN)to the recommended torque of 45-60 ft-lbs for 3", 75-90 ft-ibs for 4"-24",100-120 ft-lbs for 30",36", � ,� ` '� tti• 7, 120- 150 ft-lbs for 42",48", 54",60"&64" - "q sizes, use of a torque indicating wrench is recommended to confirm the applied ", � ® warytrNe L7 torque, 7. Hand tighten each actuating bolt in a clockwise direction until contact is made between each wedge insert and the pipe OD. Continue tightening the actuating ► • - bolts in an alternate method (STAR ,*,�41/ � PATTERN) until all the break-off tops have 4. •0 been removed. Never tighten actuating •t bolt more than 180 degrees before moving 4 • to the next bolt. Recommended Torque for actuating bolt- 75-90 ft-lbs for 3"-24", 115- 125 ft-lbs for 30",36",42",48",400+t- 5 ft-lbs for 54"60"64" SIGMA SEAL GASKET(MGS)is recommended for One-Lok sizes 30",36",42",48",54",60",64" 4 I SIGMA Corporation www.sigmaco.corn Qualified Product List https://www.wsdat.wa.govlbiztmats/QPLIQPLPrint.cfna?Product no--20... Engineers addition Washington State (product review supporting documentation) - a October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: 1111111111 Manufacturer:;Urnaiego7poratiCon, °Aub1 rri ;WA Product Name: ONE-LOK SLDE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Jan 3, 2019 To be completed by the field inspector: Quantity: Verified By: Date: 1 of 1 10119/2021, 11:18 AM