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HomeMy WebLinkAboutCAG-20-065 - Duvall - B11 - Connection to Existing Water Washington State Department of TM " Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 12/14/21 Section I 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# 031A PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B06,808,811 31655 8LT5& CAIN BOLT&GASKET 7-16 3 NEOPRENE GSKT «eab-sewer, fen-W ER- AMERICAN DUCTILE 446 (not included in this submittal) Project Engineer/Representative Date State Materials Engineer/Representative Date L... 1/4/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. 3O Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ©Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 X❑Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted BID ITEM B17 SPEC REF 7-16 ` Amend&Resubmit J Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his 316SS C BOLT.T responsibility to comply&conform 1 with the Plans,Specification,and STAINLESS STEEL Contract Documents. IWO (TYPE 316) Groy SE Osborn,hot, CONSULTING ENGINEERS MECHANICAL PROPERTIES By ORS Date 1/4/22 FULL SIZE BOLTS,SCREWS,STUDS MACHINED TEST SPECIMENSOF BOLTS,SCREWS,STUDS YIELD TENSILE YIELD TENSILE ELONGATION IN HARDNESS STRENGTH,MIN,0.2% STRENGTH,MIN PSI STRENGTH,MIN,0.2% STRENGTH,MIN 4D,MIN, % ROCKWELL,MIN OFFSET,PSI OFFSET,PSI PSI 50,000 90,000 45,000 85,000 20 B85 CHEMICAL PROPERTIES ELEMENT CHEMICAL COMPOSITION,%MAX (UNLESS MIN/MAX LIMITS GIVEN) CARBON 0.08 MANGANESE 2.00 PHOSPHORUS, MAX 0.045 SULFUR,MAX 0.030 SILICON 1.00 CHROMIUM 16.00-18.00 MOLYBDENUM 2.00-3.00 NICKEL 10.00-14.00 316SS BOLTS ARE INTENDED FOR USE IN CORROSIVE ENVIRONMENTS.ADDED NICKEL AND MOLYBDENUM GIVE THEM SUPERIOR CORROSION RESISTANCE AND INCREASED TENSILE STRENGTH AT HIGH TEMPERATURES WHEN COMPARED TO 30455.31655 BOLTS ARE SUPPLIED IN A HEX HEAD PATTERN PER ASME B18.2.1 STANDARD FOR SQUARE AND HEX BOLTS AND SCREWS.THE NUT NORMALLY USED WITH A 316SS BOLT IS A 316SS HEX NUT. NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. SUBMITTAL REVIEW X No Exceptions Taken BID ITEM B17 SPEC REF 7-16 __ Make Corrections Noted Amend&Resubmit / Rejected-See Remarks 316SS NUT IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform STAINLESS STEEL with the Plans.Specification,and Contract Documents. (TYPE 316) 40) (rosy&Osborne,Inc MECHANICAL PROPERTIES CONSULTING ENGINEERS By• -DRS Date: 1/4/22 YIELD STRENGTH, PSI TENSILE MAGNETIC PERMEABILITY REDUCTION IN ELONGATION % HARDNESS STRENGTH,PSI AREA% ROCKWELL,MIN 55,000-75,000 100,000-125,000 2.0 MAX 40 30 B100 CHEMICAL PROPERTIES ELEMENT CHEMICAL COMPOSITION,%MAX (UNLESS MIN/MAX LIMITS GIVEN) CARBON 0.08 MANGANESE 2.00 PHOSPHORUS 0.045 SULFUR 0.030 SILICON 1.00 CHROMIUM 16.00-18.00 MOLYBDENUM 2.00-3.00 NICKEL 10.00-14.00 3165S NUTS ARE INTENDED FOR USE IN CORROSIVE ENVIRONMENTS.ADDED NICKEL AND MOLYBDENUM GIVE THEM SUPERIOR CORROSION RESISTANCE AND INCREASED TENSILE STRENGTH AT HIGH TEMPERATURES WHEN COMPARED TO 304SS. 316SS NUTS ARE SUPPLIED IN A HEX HEAD PATTERN PER ASME B18.2.2 STANDARD FOR SQUARE AND HEX NUTS.THE BOLT NORMALLY USED WITH A 316SS NUT IS A 316SS HEX BOLT. NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. SUBMITTAL REVIEW BID ITEM B8 SPEC REFERENCE 7-16 _X No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review Neoprene' does not relieve contractor from his responsibility to comply&conform with the Plans,Specification,and Commercial grade neoprene rubber ( cr ) Contract Documents Moderate oil, acid, and abrasion resistance rir Osborne,Inc. CONSULTING ENGINEERS By DRS Date 1/4/22 Temperature range: -20 deg f to +190 deg f Maximum pressure: 150 p.S.l. Tensile strength: 1000 p.S.l. Durometer: 55 to 65 shore a Elongation: 350% Neoprene is a good general-purpose gasketing sheet, as it will resist a wide variety of media. For additional information please contact the sales office. DISCLAIMER:PROPERTIES AND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. FAILURE TO PROPERLY USE GASKET MATERIAL COULD RESULT IN SERIOUS INJURY OR DEATH. Ask VTWasMingt" , D' meet Portatiu" Request for Approval of Material Contract Number FA Number N/A SRDuvall Ave NE Date CAG 20-065 8/31/21 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 I) 034 PE Use Bid item Malarial or Name and Location of Fabhcator, Specification PEJOPL Haptr tQPL Hp Use No. Prodactrrwe Manufacturer or Pit Number Reference Code Code B 1 1 Flainged Fittings Sigma 7-16 10 B11 Fittings Mj Star Pipe Products 7-16 2 B11 FFlan ittings Star Pipe Products 7-16 10 B11 Flank Gasket American Ductile Iron Pipe 7-16 10 B11 MJ Fittings Sigma 7-16 2 B11 - ~? FNW Flange Nuts and Botts 7-16 1Q B1 1 SoLOE Ductile Sigma 7-16 2 Irip B11 Stargnp 3000 Star Pipe Products ; 7-16 2 _ f 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 OAcceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. WSDOT 1-06.3. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. tit ••roval Withheld: See Remarits 11. MiaceilaneousAcceptance Criteria. Remarks APPROVAL WITHHELD: (PE): For Flange Fitting, Gaskets shall be neoprene, Buna N. chlorinated Remarks butyl,or cloth-inserted rubber per S.P.9-30.2(1) (HQ): Bolts and nuts shall be malleable iron,Cor4en, or stainless steel and conform to the requirements of S.P.9-30.2(1) Ductile Iron pipe shall have a double thick cement mortar lining and a 1-mil thick seal coat meeting the requirements of AWWA C104 DOT Form 350-071 Project Engineer Distribution Revised 0312021 P2 Contractor Region Operations Engineer 0 Fabricanon Inspection El Region Materials EI Stale Materials Lab-MS 47386 BID ITEMS>56: B06, B07. B08, B11, B12, B17, 4CP ® ere E siGmATm Quality — Service —Commitment— Delivered. C11O DUCTILE IRON FLANGED FITTINGS C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-64- MATERIAL: • Ductile Iron ASTM AS36 Grade GO-42-10,65-45-12 or 70-50-05, PRESSURE: • 250 PSI Water Working Pressure for Ductile Iron sizes 2"•48 . • 150 PSI Water Working Pressure for Ductile Iron sizes 54"-64". TESTING: • In accordance with ANSI/AWWA C110/A21.10 where applicable. • Other items are in accordance with manufacturer's standards. • 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. • All fittings are hydrostatically tested in accordance with SIGMA Quality Management Standard. • All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with SIGMA Quality Management Standards. LAYING LENGTH: • In accordance with ANSI/AWWA C110/A21.10 where applicable. • Other items are in accordance with manufacturer's standards. • 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. CEMENT LINING: si• Double cement lined in accordance with ANSI/AWWA C104/A21.4. COATING: • Interior of fitting is seal coated(asphalt material) in accordance with ANSI/AWWA C104/A21 4 and NSF61 approved. Gaskets shall be neoprene, Buna N, • Red Primer Outside. chlorinated butyl, or cloth-inserted • For special conditions of • • en ordering. rubber per S.P. 9-30.20) •• - GASKETS: • Gin crordance with ANSI/AWWA C111/A2111 & ANSI/AWWA C111/A21 11 • Also available in EPDM,NBR and CR. APPROVALS: • 2"-16"Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: • Certified tu NSF61 Standard intludilig Annex G. • ANSI/AWWA C110/A21.10 Where applicable. • Other items are in accordance with manufacturer's standards. • 54"and abuve Flanged Fittings are martufaLtured as per AWWA C153/A21.53, INSTALLATION: • Per AN5I/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/ C905. SIGMA Corporation 700 Goldrnan Drive 800 990 2550 p vivVv4.sqrlaco coin CreanPidqc NJ C/3514 609 756 1163 f cfm-SaIPSEISIgMACO corn SIGMAT. Quality - Service - Commitment- Delivered. T -BC O j QI;11 ,---A Q A D 2.0=mi 6 qv 0 Size OD BC T Hole Dia. Bolt Size No.Bolts 2 6.00 4 75 0.62 0.75 518 x 2 1/2 4 3 7.50 6 00 0,75 0.75 5/8 x 2 1/2 4 4 9.00 7.50 0.94 0.75 5/8 x 3 8 5 10.00 8.50 0.94 0.88 3/4 x 3 8 6 11.00 9.50 1.00 0.88 3/4 x 3 1/2 8 > 8 13.50 11.75 1.12 0.88 3/4 x 3 1/2 8 10 16.00 14.25 ^ 15 1.00 716 x 4 12 12 19.00 17,00 1.25 1.00 718x4 12 14 21.00 18.75 �' 38 1.12 1 x 4 112 12 > 16 23.50 21,25 1.44 1.12 1 x 4 1/2 16 18 25.00 22.75 ,.5E 1.25 1 1/8 x 5 16 20 27.50 25.00 1.69 1.25 1 1/8 x 5 20 24 32,00 29.50 1.88 1 37 1 1/4 x 5 112 20 30 38,75 36.00 2.12 1.37 1 1/4 x 6 112 28 36 53.00 49.50 2.62 SUBMITTAL REVIEW 36 42 53.00 49.50 2.62 36 48 59.50 56 00 2 7 5 44 54 66.25 62.75 3.00 No Exceptions Taken 44 60 73.00 69.25 3.12 ___ Make Corrections Noted 52 64" BU,UU 16.00 3,;38 o X Amend & Resubmit 52 Rejected-See Remarks IMPORTANT NOTICE: This review *Contact SIGMA for available fittings. does not relieve contractor from his responsibility to comply&conform with the Plans. Specification., and Contract Documents. Gray 8r Osborne, Enc. CONSULTING ENG IN L,5 Gaskets per S.P. 9-30.2(1). Include Mfg. Cert. of Compliance. By. ABLDRS Date: 9f28/21 Note, Cast Iron fittings available upon request 40 A co _10.,:„,..„ Weights in Patinas,Less Accessones r Dimensions in inches September 2015 SIGMA Corporation www.siymaw.curn I 3 APPROVED •ine•r Back to Contents . STPIPE PRODUCTS B1 ITEM 'Ba6, Compact MJ Fittings Bt�7, t�os, B 1 . B,2 ANSI/AWWA C 153/A21.53 B17, 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL: DUCTILE IRON PERASTM A536 PRESSURE: J 350 PSI RATING FOR 3"-24"SIZES AND 250 PSI RATING FOR 30'48" TESTING: J IN ACCORDANCE WITH ANSUAWWAC153/A21.53AND UI.REQUIREMENTS I-AVlN( I.ENGIN: IN ACCORDANCE WITH ANSI/AWWAC I53/A21.53.FITTINGS NOT LISTED IN ANSUAWWA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG WEIGHTS: DO NOT INCLUDE ACCESSORIES,CEMENT LIVING AND COATINGS FLANGES: FLANGED ENDS ON FITTINGS MATCH ANSL'AWWAC115/A21.15 AND ANSI B16.1 CLASS 125 FLANGES CEMENT LINING: If IN ACCORDANCE WTTH AN SIJAW WA Cl041A21.4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSUAW WA C 104i A21.4 GASKETS: SBA IN ACCORDANCE WITH A N S UAW WA C 111/A21.11(SEE PAGE 9) T BOI TS1NLTS: LOW ALLOY STEEL IN ACCORDANCE WITH ANSUAWWACIll/A21.11(SEE PAGE 9) APPROVALS: 4"- UNDERWRITERS LABORATORIES LISTED.UUNSF61 AA nember I. a--t Include Mfg. Cert. of Compliance. F----- , member e ,, _ r�l -y. . _ -` _. (171) f---- - ,yi�r Ill ,___ -1 '_.2-- -_._, O r.a+- ' "' -�j SUBMITTAL REVIEW Mechanical-joint dimensions-in. _X No Exceptions Taken Botts SIZE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Make Corrections Noted 'Oz. No.I 3 3.96 2.50 4,84 4.94 4.06 6.19 7.62 7 Amend & Resubmit /8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 g Rejected See Remarks x3 112 4 > 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 1' IMPORTANT NOTICE: This review x3 112 6 -->. 8 9.05 2.50 10.17 1027 9.15 11.75 13.31 1: does not relieve contractor from his 4 112 6 10 11.10 2.50 1222 12.34 11.20 14.00 15.62 1_f. responsibility to comply&conform /4x4 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17 with the Plans, Specification, and /4x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 2( Contract Documents. x4 112 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 2i x4 112 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 2E x4 112 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27 Gray 8c Osborne, inc. x4 112 14 24 25.80 3.50 26.90 27.04 25,94 30.00 31.50 3' CONSULTING ENGINE ERS 14x5 16 30 32.00 4.00 3329 33.46 32.17 36.88 39.12 3. By: ABZIDRS Date: �g(1 1 x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 4E 1 x6 24 42 44.50 4.00 45.79 45.96 44,67 50.62 53.12 5a.12 tab 1.0U T.lb ZU" 1 .JItl 1 1 r4x6 112 28 48 50.80 4.00 52.09 5226 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20° 1 3/8 1 1/4x6 1/2 32 Tel: (800)999-3409,(281)558-3099. hit: (281) 558-9000 Page Qualified Prciduct List https:!'www.wsdot.wa.govfbiz+mats'QPLJQPLPrint.cfm?Product_no=20,., Engineer's addition Washington State (productreview supporting documentation) October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: H_.L _ Manufacturer: Star Pipe Products - Houston, TX Product Name: Ductile Iron Pipe Fittings - Compact Mechanical Joint Standard Spec : 9-30.2(1), Pipe - Water Distribution - Ductile Iron - Fittings (to 16-inches) Product Description : Ductile iron pipe: Compact mechanical joint fittings; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: I of 1 10;19.`2021, 12:37 PM f STAR'PIPE PRODUCTS Utility Pipe Fittings and Accessories I' , BID ITEMS 3;B06, Flanged Fittings B07, B08, B11, B12, B17 ANSI/AWWA C110/A21.10 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTM A536 PRESSURE: J 250 PSI railing for 1"-48"sizes and 150 PSI rating for 54-' 64" TESTING: J In accordance with ANSI/AWWA C110/A21,10,Ul and FM requirements Cillintn___ , LAYING LENGTH: 2"-48"sizes in accordance with ANSI/AWWA C110/A21.10 and ANSI B16.1 and 54--64"sizes in accordance with ANSI/AWWA C153/A21.53(fittings not listed in ANSIIAWWA have dimensions per Star design as noted in the catolog) WEIGHTS: Are in pounds,unless noted otherwise and do not include occessories.cement lining and coatings DRILLING: n accordance with ANSIJAWWA C110/A21.10,ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges Poi..........‘ CEMENT LINING:In accordance with ANSI/AWWA C 104/A21.4--sizes 1"-3"single thickness and sizes 4"-64'double thickness COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA Cl 04/A21.4 and pdme coat outside APPROVALS: 4"- 17'Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 7'and greater are UL/N5F-61 DIMENSIONS: All dimensions are in inches unless noted otherwise Gaskets shall be neoprene, Buna N, 4 T chlorinated butyl, or cloth-inserted B.C. rubber per S.P. 9-30.2(1) 0 0 • . FMemkri:141 O AWWA 'gymNIIIMMO �o * 0 (13 ul ° ° CAIIkke 0 0 WATER FLANGE DETA4LS NOM. C SIZE 0.D. B.C. T BOillillilfiN p� f12E � No. * 1 4.25 3.12 0.44 0.62 :i x 2 4 * 1 55 5.00 3,88 0.56 0,62 55 x 2 4 * 2 6.00 4,75 0.62 0,75 %x 2'.. 4 * 25 7.00 5.50 0.69 0.75 %x 2% 4Pillialli 3 7 50 6,00 0.75 SUBMITTAL REVIEW 0111114 4 9.00 7.50 0.94 * 5 10.60 8.50 0.94 No Exceptions Taken > 6 ttat 9,50 1.00 8 13.50 1 t,75 1.12 Make Corrections Noted 2"11 10 16.00 14.25 1.19 x Amend&Resubmit 12 19.00 17.00 1.25 ____ Rejected-See Remarks ) 14 21.00 18,75 1.38 IMPORTANT NOTICE: This review > 16 23.50 21.25 1.44 18 25,00 22.75 1.56 does not relieve contractor from his 20 27.50 25.00 169 responsibility to comply&conform 24 32.00 29,50 1.88 with the Plans. Specification, and 30 38.75 36,00 2,12 Contract Documents. 36 46.00 42.75 2.38 gal) Elismili 42 53.00 49.50 2.62 48 59.50 56.00 2.75 Gray Sr Osborne, Inc. * 54 66.25 62,75 3.00 CONSULTING ENGINEERS * 6 73.00 . 32 it 64 80.00 76 76.00 00 3.-3313 By: DRS Date: 10119121 '411D K,,,7 .0- •Nol Included in AWWA C110 ,cam:+;v-Pco-#.D:..+.r.,:-:r;r,R WEwODUCTS ;TAR.nPE P801:30CT5 +r.•id, Gaskets per S.P. 9-30.2(1). NOL 1ONCOMWII' 1.'mL1 I- -m>9iFixMI-sse->D0Q ram ,a.=o xww_sra[MApotlW_-h.con' Include Mfg. Cert. of Compliance. Page 37 BID ITEMS B06, B08, B11, B12, B14, B15, B16, B17 A AMERICAN Toruseal6 Flange Gasket'** Full Face— 1/8"Thickness Table No.6-10 Pipe SW Pressure Gasket Weight Apposunst• Rating' Bo Torque" in, psi 112 (It.-Ib) 4 350 .3 100 6 350 .3 160 8 350 .5 150 10 350 .6 290 12 380 .5 203 14 350 .9 250 16 350 1.1 250 18 350 1.1 .100 20 350 1.3 360 24 350 1.6 400 30 250 2.1 400 36 250 2.7 500 42 250 3.5 500 48 250 4.0 503 54 25C 4.3 600 CO 250 6.4 600 64 250 9,1 600 'Pt-en re retng des tad is marieMuin water wwiing pressure and rs bxsaed on the rraxrnum ratrl0 of C110, C115 a C153 flange&AAERICAN rauemi*sackers meet the rwecrption of'spec*dasipec7 gaskets"shown in the bp[x+wdloee of AWWA C110,C111,and C115,and'openai go,nets'shown in the body of AWAA C171. "'Bolt torque applicable only?c pints with rands-EFTmet,. N AMEAICA Ton r'meets am rands-EFT normally black and furnished of SBN tubber per ANWUA6fWA C1111A21.11.This rubber compound Is Nisi 61 certlMd for contact with potable water end is otherwise physically superior to red rubber sometimes used with flanged(pints.Other types of rubber are evadable on special order. Clain flange feces and faced pia ends thoroughly prior to Installation.Do not use)olnt or gasket compounds with Torueeal'gaskets(assemble joints dry). in addrton to rumel hanged ppng,AMERICAN Tcn.eeer caskets are regared'or use.entt suspended tarns in venially de3lgned Yrq-Epan imitation ii.e.,spare involving 2 or 3 lktvythss of ppe).See Sedan T for decals. For uae wit stancard 1hngge bcdt9_fides match MYNA CI C 1,1,and CI 16 flame doling_They also mab_h carte%+le1ge dr1k19 classes of ASMWA C207 end ANSI B16.1 and B15.42 eangee AMEf6CAN Toruseel'gaskets 1,B"ttedc and we supplied with del raised torus tom. Gaskets shall be neoprene, Buna N, chlorinated butyl, or cloth-inserted rubber per S.P. 9-30.2(1) 6-21 Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) DUCTILE IRON PIPE A r olts and Nuts lengths of pipe) or with any underground and number of bolts and flanges" that could be subjected to uncle- nuts are shown in Table Nos.8-3(Details and sirable beam loading.Toruseal•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 Toruseals SBR rubber gaskets are ANSI/NSF are specified in ANSI B18.2.2.Bolts and nuts Standard 61 certified for contact with po- 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 Toruseal"gas- AWWA C110 and C115 for flanged pipe kets meet the description of "specially de- when rubber gaskets are used.Nuts of reg- signed gaskets" shown in the appendices of ular or heavy hex design are used accord- AWWA C110,C111,and C115,and "special ing to customer specifications.Also,per the gaskets"shown in the body of AWWA C111. Appendix of AWWA C110 and C115,high- 'As rid n lay mpa.r.d applapnala M,ISLAW NA strength bolts should not be used when a rr-,V,4' l n m-4 lbs n 1 ii tabs)rn. a�e e+eb rct.ter"a gray iron flange is involved in the connection. Gaskets AMERICAN AMERICAN Torusealc gaskets are rec- i •• ToruseaP Flange ommended for AWWA standard flanged '- Gasket joints in normal water and sewage service. • • The AMERICAN The ANSI B16.21 standard specifies the in- s • TonrseaP 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 NSF • 61 codified vastly superior to co- nominal. Any flat gaskets used for ductile ventional full-face or iron flanged pipe must have "nominal" in- 1bmear Gasket ring gaskets.Although side diameters as shown in the appendix of recommended for all normal water and ANSI/AWWA C115/A21.15, not the larger sewer service, it especially must be used in inside diameters per ANSI B16.21. The demanding services such as very large diam- larger 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 1 Table No. 8-2 AMERICAN Tonaesl'Flange Gasket I'u6-1 l+_N—No,,,jai'1,-`Ndi —Lrue P • PressureCasket pprox Pia: SUBMITTAL REVIEW Rating' Weight hail Torque" in. py UM It.-ICs le. • - No Exceptions Taken 4 350 D.3 :0i1 `' Make Corrections Noted 350 0 150 30 B 354 0.5 150 36 X Amend & Resubmit .5 10 350 0.6 200 42 Re)ected-See Remarks 12 350 .0.8 200 48 1a 350 0.0 250 54 IMPORTANT NOTICE: This review 16 350 1,1 250 60 does not relieve contractor from his 16 350 1,1 300 64 responsibility to comply&conform 20 350 1,3 300 with the Plans, Specification, and Contract Documents. ..x.r "'*a.hnj*lrna .mni,n..14,.. .."0 WON.,I.4-0 y.rwnal u"u..:IS 1 _ _ Coorro.nr.'.9erq d.robs arms at,:110 a C,15 lot, .Cmlact KFACeN cn 1,0n. "Ct11 Woe—rpricetis n.iy lu 1b¢n pme a.n rau er pecirtyti - r i Chen IK19e .2��„ �6ticee end lane pipe coat mno.glr pro lo nelaa.M.no nw w onr .. .,. pats ru ur. C rl,sy Ne Osborne, Inc. ry�r•+.•r1 ..•!t,n km.tnlb..Gaon >;HwH,:1 IQ.(:,11 a. ,n C.1 IS iN.r nil LA)/4v*El H Ira 1„nu fi+n.t2 twv3.u. I,r. I'qs' 'r Cn.1M,d'Mln::rodF.,1,n,n me IC-04'1®n Ill ears cam, CONSULTING ENGI9EEQS 0.m conrt Nlrawn/r'hul bowel,1MW.`ills,,'I l=, By: DRS Date: 10/19/21 8-3 BID ITEMS06r1; B06, B07, B08, B11, B12, B17, e SIGMA MECHANICAL JOINT COMPACT FITTINGS DUCTILE IRON CLASS 350 as per ANSI/AWWAC153/A21.53 3"-48" DUCTILE IRON MECHANICAL JOINT FITTINGS CLASS 350 BASIC SPECIFICATIONS MATERIAL: Ductile Iron ASTM A536 PRESSURE: 350 PSI Water Working Pressure(CLASS 350)3"-24": 250 PSI 30"-48" TESTING: In accordance with ANSI/AWWAC153 f A21.53& UL-FM requirements LAYING LENGTH: Short body design-straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characteristics, in accordance with ANSI/AWWAC153/A21.53(3"-48") CEMENT LINING/In accordance with ANSI/AWWAC104/A21.4 COATING: Tar coated (bituminous)inside and out in accordance with ANSI/AWWA C104/A21.4 GASKETS: SBR In accordance with ANSI/AWWAC111 /A21.11 T-BOLTS: Low alloy corrosion resistant high strength steel in accordance with ANSI/AWWA C111 /A21.11 APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF 61 Standard ANSI/AWWA C153/ A21.53 for Compact Ductile Iron Fittings 3"-24"for water and other liquids. Include Mfg. Cert. of Compliance. T, �T�I � 1 i i I 1• =14 0"1 . 1111.01111�r M1 D D D.C. A MECHANICAL JOINT DETAILS SUBMITTAL REVIEW )ETAI LS Size A B B.C. C D E T T X No Exceptions Taken L Make Corrections Noted 3 3.96 2.50 6.19 3/4 7.69 7.62 .62 .58 Amend & Resubmit 5.5 4 4.80 2.50 7.50 7/8 9.12 9.06 .75 .60 Rejected-See Remarks 5.5 6 6.90 2.50 9.50 7/8 11.12 11.06 .88 .63 5.5 �► 8 9.05 2.50 11.75 7/8 13.37 13.31 1,00 .66 IMPORTANT NOTICE: This review 5.5 10 11.10 2.50 14.00 7/8 15.62 15.62 1.00 .70 does not relieve contractor from his 5.5 >12 13.20 2.50 16.25 718 17.88 17.88 1.00 .73 5.5 14 15,30 3.50 18.75 7/8 20.25 20.25 1.25 _70 responsibility to comply&conform 8,0 (>16 17.40 3.50 21.00 7/8 22.50 22.50 1.31 .85 with the Plans. Specification.and e.0 18 19.50 3,50 23.25 7/8 24.83 24.75 1,38 1.00 Contract Documents, 8.0 20 21.60 3.50 25,50 7/8 27.00 27.00 1.44 1.02 8.0 24 25.80 3.50 30.00 7/8 31.50 31.50 1.56 1.02 IWO8.0 30 32.00 4,00 36.88 1 1/8 39.12 39.12 2.00 1.54 8.0 36 38.30 4.00 43.75 11/8 46.00 46.00 2,00 1,70 Y Osborne, inc. 8.0 42 44.50 4.00 50.62 1 3/8 53.12 53.12 2.00 1,45 CONSULTING ENGINEERS 8.0 48 50.80 4.00 57.50 13/8 60.00 60.00 2.00 145 8.0 _ _ By: ABZIDRS Date:9/2812021 Weights in pounds Dimensions in inches Alt Weights shown without accessories BID ITEMS B06, B08, Figure NBSZ B11, B12, B14, B15, B16, TM PIPING PRODUCTS B17 FNW Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) CARBO STEEL FLANGE NUT & BOLT SET ASTM 307 GRADE A 1 SAE J995 GRADE 2 Features • For 150#&300# SI Flanges -� • Lengths for e,a e e Two Flanges' • Material arbon Steer , rr. ... .. .. •,iii � „ • Finish:Zinc•k • Sizes:112"to 24' (150#), 112•to 12"(3004) • Standards • Bolts: o Material-ASTM A307A Grade A J Dimensions ASME 818-2.1 . o Thread-Class 2A1110• Nuts: 1 ,, o Material-SAE J995 Grade 2 o Dimensions-ASME B18.2,2 _ Thread-Class 28 Bolt Properties 150#Pack Quantities&Bolt Sizes(inches) • Tensile:60 KSI Minimum size Bolt Qty , Nut aty ,Diameter Bolt Length • Elongation: 18%Minimum 1)2 4 4 112.13 , 2 • Hardness:69-100 Rb 3.4 4 4 112-13 2 1 4 4 1l2-13 2.114 1-114 4 4 112-13 2-14 •Based on 1116"raised race and Ur gasket 1-1f2 4 4 112-13 2.112 2 4 4 58-11 2.314 2-112 4 4 5'8-11 3 3 4 4 5/8-11 3 4 8 8 518.11 3 5 8 8 314-10 3-114 8 8 8 14-10 3-114 Figure Number Matrix 8 a a 3/4-10 3-12 1D _ 12 _ 12 7189 4 FNW N83 41$i ; SUBMITTAL REVIEW 1 r 1 Mal FLANGE SIZE CODE No Exceptions Taken air 150#=1 112=D a=U i Zn 300A z 3 344=F a=x Make Corrections Noted 1•c to=to 3"1 X Amend&Resubmit 1.1,4=H .12,,.12 Rejected-See Remarks 1.112=J 14=14 SG 2=K 16=16 V IMPORTANT NOTICE: This review 2 112=L to=18 1 does not relieve contractor from his a:P 24 2t44.2 2t41 L responsibility to comply&conform 5=S - with the Plans. Specification, and Noe: 1601 sizes are up to 1r orry. 2, Contract Documents. Bolts and nuts shall conform to S.P. 9-30.2(1), including f (-iry&Osborne, Inc. f CONSULTING ENGINEERS size and length with AWWA C111/A21.11, i Include Mfg. Cert. of Compliance. ? By: ABZJDRS Date:10119121 2017-FNW. All rights reserved. The GNWegos a trademark of Ferguson Enterprises,Inc.,PL Sourcing.PO Box 2778.Newport News,VA 23609 warw.fnw.com The contenls of this pubiicatxx'are presented tcx information purposes only,and white of ort has teen made to ensure Mel accuracy,they are not to be construed as warranties or guarantees,expressed or implied,regarding the products or sernces described herein or her use or applicability_ AA sales are governed by our tense and conditions.which are available on request We reserve the right to modify or improve the designs or specifications of our products at any time without notice.Always verify that you have the most recent product specifications or other documentaticx+prior to the instaiation of these products. BID ITEMS B06, B07, B08, B11, 812, 815, B16, B17, 618, 621 E SIGMA ns Quality — Service — Commitment— Delivered. ONE-LOKTM Series SLDE for Ductile Iron Pipe t t ' � 0/ ------,.._ 1 - - Stik ---_____Th„.. mow fj ": WOO 1 t3 .. SEMI 7 Features &Advantages: 41.111. 1) The SIGMA ONE-LOK Series SLDE is a mechanical joint restraining gland that u 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 �! edges of each wedge segment lock onto the pipe wall.This action causes the primary n contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONE1QK•e unique cern ectlon allows die restraining wedges pipe. to'rock'gripping the pipe oai more securely as thrust force 2) ONE-..OK SLDE's precision contoured wedges provide proper contact and support increase& of the ductile iron pipe waft.Each wedge is manufactured with an elongated contour that rii 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 ____Akili the interior cement mortar liningcaused bypoint loading, even on the thinner pressure classes of ductile iron pipe. ---- =1,'''—l!ii — 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 ONE-LOK'a ram action also eccon+nxidales danecten a dietime of installation. Unlike other actuating bolts, the ONE-LOK SLOE is manufactured Joint during nefaranai and arse clefts for subsl0enca,seem a proprietary quality control system that ensures the breakaway tops will activate at the correct torque. The breakaway top is sized to match the same dimensions of it,Olen forces alter inslrieson,up eo pia maximum allowed the bolts and nuts used to assemble the mechanical joint fitting and follower gland, deltecton 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# Defleatlon 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" SLDE1&SLDE30 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 t 800 999 2550 p wvvw sigiriaco.com Cream Ridge, NJ 08514 609758 1163 f crrn.salesosigmaco.Com ONE-LOC Series SLDE for Ductile Iron Pipe Sample Specification: Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial-Restraining gland,wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536,Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C111/ANSI A21.11 and AWWA C153/ANSI 21.53 through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint restraining devices shall have a working pressure rating of 350psi(for sizes 3-16") and 250 psi(for sizes 18-64')minimum and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes. Restraining device shall be SIGMA ONE-LOKTM'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 65,000psi tensile strength and 45,000psi yield strength. 110111, -r �n IA . /.1'..!- .: iti A A ZIN iii ; 4� Co l I Section A-A Se.jos 1,-C Dimensions in Inches, Weights in Pounds Nom DI Steel Dimensions Dolts and Inserts Pressure T-bolts Gasket Pipe Item At Wgt Pipe Pipe C F 0 T P• III J K2 No Size Torque Rating Nu Sue Torque NO Item S Saxe on 00 q 9 • _L_E.E. 5 5,5 1 a5 - ;94 4.16 1.56 0.55 9.40 0.750 6 19 7.69 2 7,8 75-93 :. ,. 4 S10E4 6 50 4 NO 4.61) F.92 5.00 1.56 0.55 1824 0.875 T 50 9-12 2 716 75 90 4 14 x 3 5 75.90 1 MG-4 >6 SLOES 10.00 6 W 6 52S 4 02 7.10 1 58 0.50 12 34 0 875 9 50 11 12 3 703 75-90 6 i',x 3 6 75-90 1 MG-8 SLDE8 14.50 9.05 8.825 10.17 9.25 1.63 0.75 14.32 OATS 11.75 1337 4 730 75-90 _.. 5 14 x 4.0 75-9D 1 MG-I 10 SOOT,0 23 ft.^, 11 10 _ . 12 22 11 A6 1 54 0 85 18 54 0 975 14 0,? 15.82 6 7,8 75 !0: 4 4..4 0 75-90 1 MG.10 > 12 5333E12 29.00 13.20 12.75 14.32 13.40 1.58 0.85 14.80 63175 16.25 11.00 1 716 75-90 350 8 14 z 4.0 75-90 1 MG-12 14 .1:;17E 14 119WI I 5_a1 -- I.;4q 10 50' 1;,y 12: 2'211 Odle 10 1': 20 25 10 718 7l+-!..: 350 10 %x 4 5 !r,-It., 1 MG-14 -Or 6LDE10 49.67 17,40 --- 15.50 17.54 1.77 1.21 2374 0.875 21.00 22 SUBMITTAL REVIEW 75-90 1 MD-16 18 53.0E 18 60.33 19.50 - 20.60 19.64 1 77 1.25 25.84 0.875 23.25 24 15-90 1 MG-18 20 su]E20 58.00 21.e0 - 22.70 21.74 1.07 1.25 2794 0875 25.50 27 X No Exceptions Taken 75.90 1 N0.20 24 SLDE24 10367 25 80 -- 26.38 25 95 1.92 1 47 32/4 0 875 30 00 I1 Make Corrections Noted 76-90 1 MG-24 30 SLDE30 15887 32.00 - 33.29 32.17 2.13 1.65 39..30 1.125 36.58 29 Amend&Resubmit 180.120 1 MRS'W 36 Sa.DE31 ,23450 38.30 --- 3956 3847 315 1.75 4607 1125 4378 46 Rejected-See Remarks 10-120 1 MG6-36 42 SLDE42 344.00 44.50 - 45.79 44.67 3.56 2.25 5325 138 50.52 53 IMPORTANT NOTICE:This review 120-'50 1 Mc45-42 48 I S10548 456.00 ( 50.80 •.• 52." I 5097 3.31 2.25 ( 5956 1.39 576 60 does not relieve contractor from his 12.3.'50 I 1 MGS-48 54 84.0E58 1045.00 57.56 _ 56,55 57 73 8.00 4.50 7043 1.375 1 53.20 67 responsibility to comply&conform 12a 150 1 MG5 54 60 S_DE60 1136.00 61.61 92.90 6'76 6.00 4.50 74.52 1.375 67.72 72 with the Plans. Specification,and 120-150 1 MGS-60 64 SL1)E34 125400 66,67 _ 08 ee 55 61 8.00 4.50 78.60 1.375 71,86 76 Contract Documents. 124-150 1 MGS-64 ONE-LOK SIDE was previously referrec to as mco el SL_I 'Prow lift r •'cal joint gasket P'Dim shows OD after head is broken/removed. Size Gay Sr Osborne, Size CONSULTING ENGJIEERS Sizes 3"-12"is approved for thinnest class of DI pipe. Size Size By: DRS Date: 10/19/21 C) '4111:0 Size Pe Sizes 54 60"and 64"are pressure rated al 250 psi on DI Pipe LISTED APPROVED Sizes 4"-12'are FM approved for 175 psi on DI pipe. 2 1 SIGMA Corporation www.stgmaco.com Provide Mfg. Cert. of Compliance. E SIGMA.. Quality —Service—Commitment— Delivered, One Lok SLDE Wedge Action Restraint • • 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 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. 1 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. 4111 4 Push the One-Lok gland toward the fitting and center it around the pipe with the lip evenly against the gasket. 3 I SIGMA Corporation www.sigmaco.com December 2018 SIGMA Corporation ONE-LOKTM Series SLDE for Ductile Iron Pipe Installation Instructions for Wedge Action Restraint with PVC Pipe & Mechanical Joint Fitting (Continued) 5. Insert the T-bolts with the T-head on the , fitting side and nut on the restraint side. and hand tighten the nuts. Make the joint deflection as required keeping the wedge restraint centered on the pipe before Ns, torquing the T-Bolts. + 6. Tighten the nuts in an alternate method (STAR PATTERN)to the recommended 14 � * ,r torque of 45-60 ft-lbs for 3",75-90 ft-lbs for , "` s,, 4"-24",100-120 ft-lbs for 30",36", ,.,� t '.°`,r 120- 150 ft-lbs for 42",48", 54", 60' &64" . �` 4 sizes, use of a torque indicating wrench a. f f i F f is recommended to confirm the applied �, 1 '" „ !j .,G .IPA D r torque, ,. .,-,..7.,‘*-.,:--",. 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 i " bolts in an alternate method (STAR . • �fl •.• *silk PATTERN) until all the break-off tops have • .• been removed. Never tighten actuating M bolt more than 180 degrees before moving RI i to the next bolt, .t • Recommended Torque for actuating bolt • - • 75-90 ft-lbs for 3"-24", 115- 125 ft-lbs for 30",36",42",48",400+l- 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 1 SIGMA Corporation swfevww.sagmaco coin Qualified Product List https:/,fwww,wsdotwa.govibiztmats/QPUQPLPrint.cfm?Product_no=20.., Engineer's addition Washington State (productreview supporting documentation) October 19.2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: j Date: Bid Item: Manufacturer: Sigma Corporation - Auburn, WA Product Name: ONE-LOK SLDE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Jan 3, 2019 To be completed by the field inspector: Quantity: Verified By: Date: 1 of 1 10f 19/2021. 1 I:18 AM ,r STAR' PIPE PRODUCTS Joint Res*rcint Submit-al Form � BID ITEMS 806, B©7, a©8, B11. Stargrip'series 3000 B12, B15, B16, B17, B18, B21 Mechanical Joint Wedge Action Restraint / for Ductile Iron Pipe SUBMITTAL INFORMATIONI.°} PROJECT NAME: I DUVALL AVENUE NE,,, ..• Cir) ENGINEER: l PARAMETRIX • j Emmm4 CONTRACTOR: ;REED TRUCKING & EXCAVATING ' . a SPEC SECTION: `i '.G rvr D'chie non e ,4.y.5rctc. ,t.vA 4+a. 4k`c,,i4:Ixarn !.,,•._ s Nx •r raris<e:.,c%a--ai ioln 1111) (r415 A> A A APPROVED AwwA ..::-.,1, FEATURES&ADVANTAGES • The wedge Assembly is designed with a Break-Off Torque Control Nut that wil only break off in one direction,ensuring proper installation. • The Stargripe offers a full 5°deflection through 17'size,3°on 14"-24',2°on 3CY'-36"and I"on 4T-48". I2g • Minimum safety factor of 2:1 • Stargrip°sizes 3"-36"are listed with Underwriters Laboratories Inc.and sizes 3"-1 T are approved by Factory Mutual Research. • The Wedge Assembly is designed to tit specific pipe sizes and is field repairable. • No special tools are required for installation of the Stargrip'. • Stargrip'eliminates tie rods and thrust blocks. • Stargrip8 may also be used on minimum SC 40 steel pipe'up to 17 I-transition gasket required on 12'and under Fc:r 1 cC1141111001i and larger steel applications,contact Star Pipe. MATERIAL SPECIFICATIONS: • Gland: Duc--Ie Iron per ASTM A536,Grade 65.45-12 0111.144 • Wedges:Ductile Iron per ASTM A536,Grade 65-45-12 heat treated to a minimum of 370 BHN • Wedge Finish: Thermally cured fluoropolyrner epoxy coating GLAND FINISH OPTIONS (Please check one): HARDWARE OPTIONS(Please check one): 414 El Standard:alkyd enamel coating ri Standard: h. e T-bolts are high strength low aloy steel *�J t Poc n accordance with ANSI/AWWA Optional:Starbond TGIC polyester powder coating C applied by on electrostatic spray process E] Optional:Other(specify) © Optional:T-bolts and nuts alloy SS 304 per ASTM F593 © Optional:T-bolts and nuts alloy SS 316 per ASTM F593 Optional:T-bolts and nuts Fluorvpofymer Star-Blue COUNTRY OF ORIGIN OPTION(Please check one): © coated high strength low alloy steel manufactured in accordance with ANSI/AWWA C 1 11/A21.11-00 H Import bo of stic-AIS Compliant Eillilli Clin PP,21 f,' A ,, MEREGISTERED TRACEmARK OF SUR E PRODUCTS SUR'PPE Peoovo5 I+Ou5rc CORr OMTRI rO1.1 Mt I t DLI-OvPYrR1fAk I-see-K X1 TUVRh.1140.1 +'Nws1OFIPR120tl1C IS:COT Page 1 A, I' STAR` PIPE PRODUCTS JOieit R stra'nt Submittal Form ...._ . �ti1 Sta rg ri p'series 3000 mechanical Joint Wedge Action Restraint for Ductile Iron Pipe TECHNICAL INFORMATION 0. fit IP•%,i,„:1111 ,--..-........tt,4, .'Ia.s ,ii CollP)r...._ i L, ` 075 ,. t/ , I / Allt°"• 1 '-----.. I c..----- VI P........ ci., i oroll, 1 ---......., 4 44,74 li� � 410 Vi icy. 111:11:11 IIF STARGRIP' 3000 SPECI- ATIONS• MAX F W+NUTS APPROX 0 pleas e NOM. PRESSURE A B C D E F TWISTED G . WT. SIIE RATING WEDGES T•BOLTS check sites: TP511 OFF C3 350 4.8r1 2.43 4 7r G 'F sR 9.55 l NO.OF NO.OF E4 C 6 350 5.92 2.40 4,90 7.50 7/8 11.06 9.62 9.12 2 '1 5 fisr44 3�i� 8.02 2.40 c3 9 £s I ' 15 11.72 11.12 3 d12 E 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 C 1 350 12.22 2.51 1 I.2? 14,jr ?,''8 I?.15 5 85 h',? S ?t 4.1 C 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 34 l 14 350 16.40 2.91 15.44 18.75 7/8 2..25 20.12 20.913 IL 1; 49 C 16 350 18.50 2.91 17,54 21.00 7/8 23.34 22.22 23.00 12 12 56 E 18 250 2L'.ti0 2.91 19.64 2?.25 -:.:2C SUBMITTAL REVIEW iftri 20 250 22.70 2.67 21.74 25.50 7i X Na Exceptions Taken 75 111:11:141 r- 24 250 26,'? 3 50 ;a 3C.J0 r Make Corrections Noted 3? • Amend 8 Resubmit 30 3,, 250 33.29 3.49 32.17 36.88 ,-1 199 Rejected-See Remarks 250 39.54 s 4 '3 4' 4??S - IMPORTANT NOTICE: This review • 42 250 45.79 5.15 44.75 50.62 1-3 does not relieve contractor from his 400 48 250 52.09 5. 5 .51.:;�.5 57.5U 1,3 responsibility to comply&conform 4,y8 - with the Plans, Specification, and *Alf dimenahu+r in fnc'4es exit E,where Mditenr.t. Notes: Contract Documents. • Statgrips"must he adequately wrapped or protected if they are covered by cur t ke1. Emeali • For applications exceeding the marimatn pressure ratings listed,ids coma Inc. uurgrip"1. • For applications N'Uh a rtMal offsets please COCIU(t Star Pope PrrxiuetS joy rec 4101) U my elkOsborEf S CONSULTING ENGMEERS Cill • For applications on eristiirg pipe.the pipeneeds to be structurally sound and -products in artierfor the Kedges to function proper Please contact Star Pipe Prcaritrcts I By: DRS Date:10N 9fi21 • 5i:es 42'&4x"require errs long I x x',4""theirs. eFV 21.01 OR EWE-RED mw66MARe Cf SW PPE PRC76uCR _ • � q►� ,za� Provide Mfg. Cert. of Compliance. A. .rloaa.Poetrela,om MEa I4D:145P-ta?vst�x2alaso-QmO .rfoa +wnwrw��o Page 2 6 t-5-S Qualified Product List hups://www,wsdot,wa.gov/biz'mats1QPLQPLPrint.cfm?Produa_no-;20,., Engineers 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 - Houstoni_IX Product Name: Stargrip Series 3000 Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 1 of I 10119;2021, 11:54 AM