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Home My WebLink AboutCAG-20-065 - Duvall - B12 - Cut and Cap Existing Water Main and Abandon Existing Water Facilities • • 41111111k. • iral7an Washington State ;mr Department of Transportation Request forApiproval•of Material, Co htniet Number FA Number N/A SR CAO 20-06.5 . Duvall Ave NE Data 01/0712022, Section 1 Title of Projedt Duvall Ave NE CO King. contractor Reed Trucking & Excavating, Inc. socooscto This form shall be completed prior tO submittal.If this form is'not compete*time of submittal irmay For 111ISDOT Use Only be returned for Information that was omitted. RAM# 072' _ . PE Use 9Id item Materiel or - Warne and Location of Fabricator. Specification. PEIQPL HdetrAllk I-IQ Use No Product:foe ManufactUrer Of Pit NAJMbet Reference Code Code B10 Thrust Blocks' Ash Grove 7.16 2. _ . 139A13 • •612-.02 1314.66 • • 1315,06 • 816,06 - B17.10 . . • 81810 B19,06 • • .13.21.08, • • Project EngineedRepreseritative pate 1t11/2(.122- State materials EngineedRatiniisentative Date Acceptance Adtion Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria Acceptance based upon iSatisfactory"Test Report ter samples of materials to be incorporated into project. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance prior to,use of material. 1 Acceptance Criteria:- Catalog Cuts for Acceptance prior to use of material-Catalog Cut Approved El Yes No 4, Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 9.. ACCeptence Criteria:* Only'Approved far Shipment','WSDOT lnipettecror tabrfaiition Approved Decal'material shall be used. 0. Acceptance Criteria:.Submit Certificate of Materials Origin to Project Engineertflim 7. .Acceptance Criteria:, Request Transmitted to-State Materials Laboratory forApprovalActien. 8: Source Approved: 9. Approval Withheld: Submit samples tor preliminary evaluation. 10.Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE):.Mfr. Cert. of Compilance shall show cement mill test report numbet-and.admiXture- produCt&dosage; Remarks (HQ): -"**n•CM-M"-Y--‘c-Thr-",r-Y-'<*1-",(-Y-x---Ye-YM*7°C- N", 749.3(21) Concrete Thrust Blocking 1( The Contractor shall ptivide 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 03120210 Contrador Diorite Operations Engineer DFsbncaiial tnapactlen 0 Region'Mated& 0 Slate Materials Lab 47365 � Washington State �// Department of Transportation Concrete Mix Design Contractor Submitted By Date Reed Trucking 1-7-2022 Concrete Supplier Plant Location Miles Sand&Gravel Pacific, Kent Contract Number. Contract Name Duvall Ave NE-Renton This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 V Remarks Can be used for Commercial Class Concrete Mix Design No. 0442A Plant No. 202.203NI/ Cementfious Source Plant Type.,Class or Grade Sp.Gr. Lbslcy Materials Cement AshGrove Seattle ASTM C 1.50 Type 1111 13.15 564- Fly Ash a n F ❑C Alkali% GGBFS(Slag)a ❑100 0120 Concrete,Admixtures Manufacturer Product Est Range (ozlcy) Air Entrainment _ BASF MasterAir AE90 1-15 �/ Water-Reducing Type A BASF MasterPolyheed 997 17-50 Water(Maximum) 746 Ibslay Is any of the water Recycled or Reclaimed? ❑Yesd Q No Water Cementitious Ratio(Maximum) 0 44 Mix Design Density(pcf) 144.8 Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 5290 V Average 14-day flexural'strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) .031 ©'Water Soluble Acid Soluble Agency Use Only(Check.appropriate Box) OX 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: � --� ' '� 1/1112022 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, DAASHTO ®Combined Nornlnal,Maximuin Size(fn) Edit... Aggregates 1 2 3 4 5 Total WSDOT Source No.b " B-329 V B-329`J Source Expiration Date b 06-2023\J.06-2023V . ASR Expansion(%)b❑14.Day 01 Year .0.02 0.02 Is ASR Mitigation Required? NO NO • Stock Pile Grading` 57 V CLASS 2V1. , Percent Of TotatAggregate.. D Specific Gravity(SSD) 2.68 2.65 Lbsicy(ssd) 1860 1260 3120. Include Percent•Passing for each . aggregate component.Include Total only Percent Passing Total for Combined Gradations. 2 finch 100.00 / 100.00 100.00 1-112 inch 100.0t7 V 100.00 100.00 1'inch 100.00 '100.00 • 100.00 • 314 inoti • 78.00 � /M 100.00 86.88 112 inch, 30.00 V 100.00 • 58.27 • 318 inch 8.00 100.00 - 45;15 No.4 0.10 '98.00 Ni 39.64 No.8 0.10 V 84.20" 34.06 -No. 16 • 0.10 .68.00 V' 27.52 No.30 0.10 :47.50 f 19:24 No.50 `0.10 22.80 `4f . 9,27 No..100 0,10 5.10 ''/ 2.12 No.200 0.10 1.70. V 0.75 Fineness-Modulus: 2.75 (Required for Class 2 Sand) ProposedASRMitigationMethod: 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.greaterthan 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 cenformerice to•Standard Specification 9-25.1. DOT Form 350-040 Distribution:Original- Contractor Revised.0112020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector , . :FA I • OFFICE: 25.3.833.3705 FAX: 253,833.374a 400 Valley Ave NE MI-LES • . Puyallup,WA 98372-L2516 SAND&GRAVEL Concrete Cylinder Report 1. . . _, :COiiarOte:Mik,la, 0442A 1 ACI 3.10 Pert-6=07'0e Approval _ -1--SP4t.cV-Strertgth: 4;000';‘i-.' • - • MaercatIon Facia,: LOCO Number of Tess; 30 Standard.DeulatIon: 636 Average Ranger*: 178. .:Fer 'Fc,.4'1•340,:' 48,51;.• Standard Deviation:. 636 • ,'F,e +,433(51'51.0).4.Agt "'. .- - • ' ' Coefficient of Voribban,V: 9.2% \/within-Test Std 0ev(P51): 158 INIthin-Test Coeff.Of Var. 2,3% Average 4.82 4.7% 67 53 4,220 5,290 13atch-to-Etatch Std Dey(1351): 816 Max: 6:75 7:0% 78 12 5,'120 6;890 Bateb.ta-Batpti Coeff..-Of Var. 8.9% Mau 3:50 0:0% 59 37 2;890 4,960 •DatC glum], Air CT AT 7 Day 2$Day 1 06/24/21 5,75. 5.0% 75 63, 3,880 4,980. 2 06/22/21 5.25 5.0% 78 70 4,370 5,370 3 03/25/21 4.00 5:5% 70 47 4,120 5,430 • 4 03/05/21 4-.50 5.3% 65 .50. 4,31a. 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 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 it 11/23/20 4.50 5,0% 64 41 .4,20 5,090 12 11/09/20 5.25 . 5,5% 63 43 5,420 .6,890 13 08/213/20 5.00 4.2% 78 63. 4,140 5;280 14 08/05/20 4.25 4.6% . 64 64 3,230 4,290 15 07/31/20 5.50 3.5% 78 59. 4,120' 4,920 1G 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 06/18/29 4.00 4,2% 71 70 4,090 5,250 LI 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 4.0D .4,9% 70 52 4,130 ,5570 24 05/06/20. 5.00 5.1% 63 54 4,330 5,230 . 25 04/22/20 5.00 5,2% 67 52 4,930 '6,090 26 04/20/20 3.50 . 64 52 4,970 5,690 27 02/17/20 5.00 66 43 4,690' 5,830 28 02/17/20' 4.25 68 46 4,890 5,770 39. 02/03/20 5.00 4.9% 65 44 4,120 5,140 30 01/24/20 5.00 5,6% 64 50 4,210 4,950. Miles Sand & Gravel Company WWW.MILES.ROCKS BASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer/Plant: Comments: Mix ID I Number. 0442A Application: I AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT CONTENT CONTRIBUTION (Ib/yd3) (%by Mass) (Iblyd') CEMENT 5Ei4 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 (Iblyd3) AIR-ENTRAINER: MB AE 90 0.75 (fl oz/cwt) 0.0003 ACCELERATOR (fl oz/cwt) RETARDER: ( ( (fl oz/cwt) WATER REDUCER: - (fl oz/cwt) MID-RANGE WR: POLYHEED 997 _ 6.0 (fl oz/cwt) 0.0042 HIGH-RANGE WR: (fl oz/cwt) WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER: I I (fl oziewt) ASR INHIBITOR: ( (galfytt3) CORROSION INHIBITOR: (gal/yd3) SHRINKAGE REDUCER: (gal/yd3) COLOR: (Ib/cwt) WATERPROOFING: I 1 (Ib/cwt) ( TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) = 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.006 W-S CHLORIDE ION CONTENT(%of Cement) =1 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) 0.031 V D ■ BASF :5 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete We create chemistry 3 03 70 00 Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90* Description Features MasterAir AE 90 air- • Ready-to-use in the proper concentration for rapid, accurate dispensing entraining admixture is for use in concrete mixtures. It Benefits meets the requirements of • Improved resistance to damage from cyclic freezing and thawing ASTM C 260,AASHTO M 154 and CRD-C 13. • Improved resistance to scaling from deicing salts • Improved plasticity and workability Applications • Reduced permeability-increased watertightness Recommended for use in: • Reduced segregation and bleeding • Concrete exposed to cyclic freezing Performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the ■ Production of nigh-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or lightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper concrete normally does mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. MASTERS >>BUILDERS MasterAir AE 90 Technical Data Sheet • Guidelines for Use Precaution Dosage: There is no- standard dosage for MasterAir AE 90 In.a 2065 publicatica from the'POrtland,Cement Association adriiixture.The exact quantity of air-enfraining admixture needed (PCA R&D 'Serial NO. 2789), it was reported that problernatio for a given air content of concrete varies because of differences air void'clustering that can potentially lead to above normal in concrete-MO.0g materialejand ambient.conditions. Typicid decreases in strength was found to coincide with late additions of factors that might influence the amount of air entrained Include: water to air entrained concretes. Late additions of water include ternperatyre, cementitious Materials, sand, gradation, sand- the conventional practice of holding back water during batching aggregate ratio,mixture proportions slump,means of conveying for:addition:at the jobSite.TherefOre,.caution should be exercised and placement, consolidation and finishing teahnique, The with 'delayed 'additiohs' of water• to air entrained 'concrete, amount of MaSterAif AE 90 admixture used will depend upon Furthermore, an air cOntent.check,should be performed after the amount of entrained air required under actual job,conditions, post-batching addition of any other Materials to an air-entrained In a trial rriixture, use 0.25 to.4 fl oz/cwt (16-260 mL/100 kg) concreterrikure, of cementitious material::Measure the. air content of the trial mixture,and,if needed,either increase or decrease the quantity product Notes • of MasterAir AE 90 admixture to obtain the desired'air content Corrosivity Non-Iltforide, Nan-corrosive: MasterAir AE 90 In mixtures containing water-reducing or set-controtadmixtures, admixture Will neither initiate no promote gorrosien •of the amount of MasterAir AE 90 admixture needed may be reinforcing and prestressing steel embedded In cOnprete,.pr 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 Ohlbride-based ingredients are used in the manufacture dosage of MasterAir AE 'admixture, frequent air content of this,admixture. checks should be made during the course of-the work. ComPatIbilltyi MasterAir AE 90 admixture May be used in Adjustments to the dosage should be based on the amount of combination with any•BASF admixture, unless stated otherwise entrained air.required in the mixture at the point Of plaCement. on the data sheet,ferthe Other 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 yOuriocel separately into the concrete mixture. sales representative. In such.cases,, it may be necessaiyto determine that, in addition to a'proper air content in the fresh Storage and Handling. 'concrete,.a Sultabre.air-void system is achieved in the hardened Storage Telt peratutai MasterAirAE 90 admixture should be stored •cencrete. and dIspensed at 31 GF(-0.5 pg.or higher.Although freezing does Dispensing and Mixing:Add MasterAir AE 90 admixture to the nothamIthisprOcItiet,PreceirtionsshpuldbtakeritepreteCtitfrorn concrete mixture using.a dispenser designed'for air entraining freezing.If MaSterAll'AE.9QadrniXture freezes thaw at 35°F(2°C) 'admixtures,or add manually using a suitable measuring device, or above and ccimpfetely recenstitute by mild mechanicalagitation. 'that ensures accuracy within plus or minus 3%Of the required Do not use pressurized air for agitation. amount. Shelf Life: MasterAir AE 90 admixture has a minimum*shelf For optiMum,conSistept perferrnance,the eirentraining admixture- life.Of 15 Months. Depending on storage cOnditions,the shelf should be dispensed on damp, fine aggi-egate. If the concrete life may be greater than stated. Please contact your local mixture contains fine lightweight aggregate, field evaluations sales representative regarding suitability for use and dosage should be conducted to determine the best method to dispense recommendations if the shelf life of MasterAir AE 90 admixture the air-entraining admixture. has been exceeded. Safety:Chemical goggles and gloves are'recommended when transferring or handling this material. BASF Corporation Admixture Sys,terrts www.rnaster-builders-solutions.basEus 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(1 e40 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 rei.4ts:depend not only on quality products but also upon many *tors beyond our control. BASF MAKES Safety Data Sheets: MasterAir AE 90 admixture NO,OTHER WARRANTY OR GUARANTEE, EXPRESS OR 'IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Additional Information OR:FITNESS,FOR A PAItIOULAR PURPOSE WITH RESPECT For additional information on MasterAir AE 90 admixture,or its TO ITS PRObUCTS. The sole and exclusive remedy of use In developing a concrete mixture with special peformante Purchaser fOr any claim concerning thieproduct,including but characteristics,contact your local sales representative, not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise,is shipment to purchaser of product The Admixture Systems business of BASFt. Construction equatto the amount of product that fails to meet this warranty Chemicals division is the leading provider of solutions that or refund of the original purchase price 'of product that improve.placement, pumping, finishing, appearance and fails to meet this warranty, at the sole option of BASE Any performance characteristics of specialty concrete,uSed in ,aleims concerning this product must.be received in Writing the ready-miXed,precast;manufactured concreteproduCts, within.one(11 year from the date orshipment and any dolts underground'construction and paying markets. For over hot presented within that peribd:are waived by Purchaser. TOO years wehave offered reliable products and innovative BASF WILL NOT BE RESPONSIBLE: FOR ANY SPECIAL technologies, and through the Master Builders Solutions' INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) brand, we are connected globally with experts from many OR PUNITIVE DAMAGES OF ANY KIND. fields to provide sustainable solutions for the construction industry. Purchaser must determine the suitability of the products for the intended use and assumes ell.rieks and liabilities'in connection therewith. This Information-and all further technical advice are based on BASF's present knowledge and exberience.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.provisien of such information arid advice. BASF reserves the right to make any changes according to technological,progress or further ilevelOpments, The Purchaser of the Product(S) must test the.product(s) for suitability for The intended application and purpose 'before Iimbeedingwith afull apPlicatiori of The proOuCf(s).Performance of the,product described herein shbuld be verified by testing and carried out by qualified experts. 'NSF\ •pas•AE :e'en=PilmeroAir Ag 90 unddr the!Anger Builder;Soltcm-..brand,effective Jartkirtry 1,2014: aFiEl&11 OONSF Corporation 2016•01116•PRE=DAT-0013 Unite:1St:its Canada BASF Corporation 23700 Chin Eigulavard 18C,0 Clark ElotAvard Adrnixiiire Sy8iefnei Cleveland,Oiio 44122.6544 eramplan,Ontario LOT 4M7 www.matter-builders-solutions.bastus TO:800 e28-9730•Fa;210 030-8421 To 803 3S7-5962 Fam 9:15 792-0651 page 3 of 3 Engineer Addition WashingtOn.State Department qf January ID,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corn oration former! BASF Construction Chemicals Inc.) - Cleveland, OH Product Name: MasterAir AE 90 Standard Spec: 9-23.6(1), Concrete Admixture- Air Entraining Adrnixtures 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: 13 • BASF 03 30 00 Cast-in-Plate Concrete We create chemistry 1034000 Precast Concrete 3 ( 03 70 00 Mass Concrete MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Formerly PolyHeed 997* D'escr pt on. Features MasterRolyheed`597 ■ True mid-range•water reduction(5-15%)and excellent performance across a wide slump `admixture isaa:;pa'tepted; range,especially the difficult slump range of 5=8 in, (125-200 mm) multi=carctppneh"t,,mid • uperior workability, pumpability and finishability.qualities even in concrete mixtures ier)ge`water'educing ;vY :-�:;.. :,, -p.�` containing low amounts of cementitious materials 9d7&di e:Mestivti, eed; Superior finishingcharacteristics for residential/commercial flatwork and formed surfaces ,. 997�'admi�it►1re.irieefs. l� ASTM C 494JG;449GIV1': :fequirementsrforT}fe:A, Benefits wete7=reducing,and.Type'F ■ Significantly reduced placement and finishing time resulting in lower in-place Y•� ,fiigh.rangewater-xedueing concrete costs admixtures. , ■ Higher strength at all.ages Appli.cat�ons: ■ Enhanced concrete durability 'Recor>Zmendki fa `userin , ■ Increased service life of concrete structures •All concreapprcatiois Performance Characteristics s :wl�ere`supenor `Lvorkabilitwpur ipabilify Mixture Data:500 lb/yd3(295 kg/m of Type I cement;slump 6-7 in.(150-180 mm);5-6%air; and°fnislhability i llttes concrete temperature 70°F(21 °C);ambient temperature, 70°F(21 °C), 9redesir C i•n=particulars sflatwor�k• ni'ell Setting Time Performance concrete';andpervrciiiS, . ,• Initial Set Difference concrete. _ . ' Mixture (h:min) (h:min) lGo ctetc-o tan in.,g Reference 6:01 _.._..__.-.,�..�....._.._.... rnanufactured.sand:ancl MesterPolyheed 997 admixture harstr.conerete mlkures 5 fl oz/owt(325 mU100 kg) 6:22 +0:21 10 fl ozfcwt(650 mU100 kg) 6:57 +0:56 15 fl oz/cwt(980 mU100 kg) 7:31 +1:30 MASTER° »BUILDERS ''. SOLUTIONS . MasterPolyheed. 997 Technical Data Sheet Compressive Strength,psi(MRa) Storage and Handling Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes, Plain 230(16.3) .3320.(22.9) thaw at 35 °F (2 ° or above and completely reconstitute "� �,..,•„•_ by mild mechanical agitation. Do not use pressurized.air for MasterPolyheed 997 admixture C agitation. 5 fl oz/cwt(3250U1.00 kg), 3060(21.1) 3930(27.1) Shelf Lite: MasterPolyheed 997 admixture has a minimum 10 ft oi/c111t(650 m1/100,4 3740(25.8) 4610(31,8) shelf life of 18 months. Depending,on storage conditions, the 15 ft oz/cwt(980 mU100 kg) 4620'(31.9) 5460(37.7) shelf life may be greater than stated.Please contact your local 'Note: The data shown are based on cootro d laboratory tests. Sates representative regarding,suitability for use and dosage Reasonable variations from the-results shown hem maybe experienced recommendations if the shelf life.. of MasterPo[yheed 997 • as a result of differences in concrete making materials and jobsite admixture has been exceeded. conditions. Guidelines for Use Packaging 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.adniixture increases to Safety Data Sheets:MasterPolyheed 997 admixture 15 fl oz/cwt(98amL/100 kg)of cemerititious materials,normal ' concrete setting characteristics are maintained and early and Additional Information ultimate compressive.strengths increase. BASF does not recomrenc.fhe use of.dosages outside the For additional information on MasterPolyheed 997 admixture or recommended range without trial testing: Consult your local Its useindevelopingconcretemixtureswithspecialperformance 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 — Nen-Chloride, Non-Corrosive: MasterPolyheed performance characteristics of specialty concrete used in the ready-mixed,precast,manufactured concrete products, " 997 admixture will neither initiate nor promote corrosion of underground construction end paving markets. For over reinforcing or prestressing steel embedded in concrete, or 100 years we have offered reliable products and innovative of galvanized steel floor and roof systems. MasterPolyheed technologies,.and through the Master Builders Solutions 997 admixture does not contain intentionally added calcium brand, we are connected globally with experts from many chloride or.other chloride-based ingredients. fields to provide sustainable solutions for the construction Compatibility: MasterPolyheed 997 admixture may be used industry. in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture, • BASF Corporation Admixture Systems www.master-builders-sotutions.basfus 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 als6 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 hot 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 forthe intended use and assumes all risks end 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; 'Pdyftced 997 became .iarPatytccd 997 wicks the M:r~tcr Buildor$OS;lfi.XIS tsand,effective January t,2014. (2) y'tn o&ASfiCarporation 20t5.01/15 u PaE-0Ar-06G0 BASF Corporation Wed StnR a Canada Admixtureporn T13 237C4 Chagrin,Bauhnant 1800 Ckark Bc kke:id Gevefand,Chia 44t22-5544 Brainpton,Criariu LOT 4M7 www master-builders-solutions.basf.us To;800 Pi28.0000 r Fa;216 830.8021 Try;900 387 2®Fax:005 702.0651 page 3 of 3 Engineer Addition Washington State Departman',t January I0,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: j 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: writ CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E.. Suite 102, Puyallup,WA 98372 Tel#253-383-8778 Fax a 253-71041232 website:'wire'ctfiNa.COM MISC . LABORATORY TEST REPORT CLIENT , Miles Sand& Gravel REPORT DATE December 28, 2021 REPORT Pi 2683IIIJEECT 1 MISC. TESTING ROWER PROJECT N/A iikooREss PROJEC- NLMBER 4303 CONTRACTOR N/A .,90.4x NIA CCNTRAC— NJA ...k.F.u-A:.--- NA JOB OFCER IN,'A ORDER siO CROER NC QRJEI,h.. NUMBER MATERIAL INFORMATION TESTISI DATE 12-09-2021 REQUESTED ASTM C11'7,C123,C142. Wood Waste citymiro MATE-A-AL TYPE AASHTO Grading#57 (77.."Washed) OBTAINED BY Client—Alex B. SOURCE Canyon Pit,B-329 SUBMITTED BY Client—Alex B. ' — . OF SAMPLE 1 LAB NUMBER 21-1730 cock ON ' Stockpile_ OF SUPPLY +71 ,D NINBER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& %WOOD FRIABLE :: 0 k,REQ. 2 0 niox WASTE 0 00 %REQ. 005 nu-ix COARSE FINE ' PARTICLES FINE AGGREGATE AGGREGATE .., Q. ' #200 SCREEN 0 3 %REQ. 1 0 rildX SIZE %LOSS SIZE %LOSS ANGULARITY SAND EQUIVALENT ORGANIC %REQ. %RUL 1 4' 3'4" . IREF,METH= I IMPURITIES , I, Light Weight Pieces, 1 LOOSE UNIT , Specific Gravity 2.0 0.0 4 REQ. 2.0 max i WEIGHT %am 3'A'—3' (coal&lignite) r WT PER 1 , DEGRADATION %REQ. I Clb'ET I ' %REO 3"-214* RODDED 2'/4"-1 16" 1 I FRACTURE FRACTURE 1 W—ir'.." #8-#16 (SINGLE FACE: (DOUBLE FACE) 1 ......._ SIZE RESULT SIZE RESULT Y."—3/8- , #16-#30 .:,RE-CJ 'No nro :1.'8'-#4 #30-#50 %Rea %REO TOTAL I, TOTAL .--- ATTERBERG LIMITS Requirement: PLASTIC LA ABRASION LimIT(pL) LIQUID 1 LIMIT(a %REO Grading: Result: l PLASTICITY %REQ. lit REQUIRED INDEX(Pi) COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY SSD Apparent SSD Apparent __... . OVEN DRY %ABSORPTION OVEN DRY ''.'0 ABSORPTION Flat &Elongated RESULT(S)/STATUS Ratio: Flat: By Weight I@ Elongated: By Pieces l71 Flat&Elongated: Total: Requirement: REVIEWED BY APPRO.,r-.ti LAB REMARKS EQUIPMENT SET# 2, 13, 14 TECHNICIAN B. Rowdenid, C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB.INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24 2020) ionti CONSTRUCTION TESTING LABORATORIES, INC. ETL 400 Valley Ave N.E, Suite 102,Puyallup, WA 98372 TM 0 253-3834778 f Fax*253470-8232 webeite:vAricettwa.com MISC . LABORATORY TEST REPORT „,,,,,- Miles Sand& Gravel .,.REPORT DATE December 28, 2021 pR.DirC.T MISC. TESTING Wefirr 266 -IT_E: NUMBER PROJECT NiA ADDRESS PROJECT 4303 ..3., 2i-iicrReic-ree N/A NA COAR NIA RACT At,R:}1,4'S.E. JCE CRCER N/A IN/A MATERIAL INFORMATION rEsrisi DA.TE REQUESTED ASTIV1 C40 CATAA Fri ,C117. C123.C142 12-09-2021 . _ MATERIAL ryPE Concrete Sand(Building Sand) rel-Aillt::tr Client-Alex B. • SOuRCE Canyon Pit,B-329 SIAMILT ED B•L Client-Alex B. Of SAMPLE LAE.NUMBER 21-1728 'LOCATADN OF SUFT,LY Stockpile D. BER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& %WOOO FRIABLE 0 0 %REQ. 3.0 max , ; %REQ. COARSE FINE WASTE PARTICLES FINE AGGREGATE %REQ. 0200 SCREEN 1 1.5 , %REQ. 2.5 max SIZE %LOSS WE %LOSS ANGULARITY SANDF EQUIVANT LE %REG. ORGANIC 1 plate#1 %Imo. 1 #3 Max ar_3 14" (RE .METHOD) IMPURHIES i I ....: . I Light Weight Pieces, LOOSE UNIT 1 , Specific Gravity 2.0 0.0 ,' %REQ. tO max WEIGHT REC. 3'4"-3' (coal&lignite) , WT.PER DEGRADATION i %REQ. CUIFT %REQ. 3"-2 lic" RODDED - a 2 Ili'-17,S" FRACTURE FRACTURE 1 14'-Ve OM•MS (SINGLE FACE) (DOUBLE FACE) SIZE RESULT SIZE RESULT ::.,-- l'g' I/1 6-#30 %RECI , %FILL:1 :Ni. -44 43: %REO %REA] TOTAL TOTAL ATTERSERG UMITS Requirement: PLASTIC ' LIMIT MI) %REQ. LA ABRASION UQUI0 , LIMIT(LL) %REQ. Grading: Result: PLASTICITY INDEX(PI) %REG. %REQUIRED COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY S ABSORPTION OVEN DRY %ABSORPTION Flat&Elongated RESULT(S)/STATUS Ratio: Flat:By Weight El Elongated: By Pieces 0 Flat&Elongated: Total: Requirement: RE.or,s,,ED CY,APPIRC,v El LAB REMARKS EQUIPMENT SET ff 2, 1 3, 14, 16 TECHNICIAN B. Rowden/d,, C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST,TESTING LAB,INC REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) � Washington State WSDOT MATERIALS LAB 07/3 I l201$ vI1 Department of Transportation Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-329 Lessee: Known as: Mlles Canyon Road Pit Located in: E1/2SE1/4SE1f4,E3/BNE1/4SE1/4 Section 24 T20N R3E County: Pierce Remarks: Mineral Agg.and Surfacing: Test Date: 11/07/2014 Expiration Date: 11/07/2019 Absorption; 1.03 Apparent Sp,G,:2,751 Bulk Sp.G (SSD):2,703 Bulk Sp.G,:2..676 Deg.79 LA 11 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 06/20/2018 Expiration Date: 06/ 0/2023 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 06/04/2019 -ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Riprap,Quarry Spells, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg. LA: Remarks: NOT Approved for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9.27.3(6) Streambed Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Absorption:1 02 Apparent Sp,G•2.737 Bulk Sp,G.(SSok 2.69 Bulk Sp.G.:2.662 Deg:72 LA:11 Remarks: Currently Approved for: Streambed Aggregate Gravel Sorrow for Structural Earth Walls: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Bulk Sp.G.(SSD):2.69 Deg:72 LA:11 Remarks: Contact RME to determine if Resistivity, pH. Chlorides, or Sulfates testing is required Currently Approved for: Gravel Borrow for Sir Earth Walls Gravel Borrow for Sir Earth Waits 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 qi Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Pacific Plant 202, Pacific, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures , . '-- -. lee--4*/"..' 7 "(1-.1g1-"'( CS3)1.4.P e: %c- CO ri. . % / it Signature of Licensed Professional Engineer lb A �, ., ;a January 21, 2©21 April 18, 2023 ,c F szE.�,C� • '-i 11`,l-��<' Inspection Date Certification Expiration Date �ti SUBMITTAL REVIEW This company will maintain these facilities in comt — — — ' — and will correct promptly an cficiencies which develop. X No Exceptions Taken Make Corrections Noted /(--e-t`*7 /� Amend 8 Resubm+t ' �' Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official does not relieve the Contractor from NOTICE:The Chs k L et indicates oily INK puu 4rdiita are ralsloday responsibility to comply 8 conform manes of tie ma.*lbelt"w'1pscfcsll°"""unman "Ned be vwlllsd by ual rapeI with the Plans, Specifications and rho womb o know byto poomoy kikod conaeis Ameamimmp Contract Documents. ntaalio NRIMCA Cerlikafon of Ready Wad Cann*Production FedIbes QC3.Ur �"�—_ 1 in lapel ecloa Punt ID q_801670 (="a'y tir©" vie.L"' 1133 GONSI:iT ENGINEERS ® 1965, 1992.2001, By MB Date 1/10/22 Virginia 22314 Rational Ready Mixed Concrete Association 66 Cana W National Ready Mixed Concrete Association (r(ri Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Kent Plant 203, Kent, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date,the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures 4.i cHAg1� fi _ ."/'''( /)11d447''''- X.c/'''.°/W 7#7 . ' ° r"-- ' °a t , Signature of Licensed Professional Engineer 44 °�F'�ia, ��73434) 4 January 19, 2021 March 19, 2023 t • !i 'AL Inspection Date Certification Expiration Date This company will maintain these facilities in corm SUBMITTAL REVIEW and will correct promptly deficiencies which develop. X No Exceptions Taken /( ') & ' Make corrections Noted 4.6) Amend 8 Resubmit Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official NOTICE:The Check List indicateaony that pleat fakes are saksfe tort' does not relieve the Contractor from Check xmrnce of ihs connate bar withspedrationregndnrnentemustbeharmedbyrrenelimpm responsFbility to comply&conform with the Plans, Specifications. and firs oatilaele is rued by are National Ready Moad ConcretAaodefan o Contract Documents emends Dram NRMCA Ceribcaion of Ready Mixed Conante Ptodurbon Fakes,CO,Urlealk t el legal action. Plant ID tt: 801815 (,.inney Sr Chibeinixei,in in. i890 t 965,1992,2001. CONSUVING toa+wua National Ready Mixed concrete Aston 66 rani* By: MB DaW:1/1 K2 Vincent 22314 ASH GROVE e Mill Teat Report Plant Seattle Cement Type GU 9 I-I I Lcm Alkali Date 21-0c1-21 Production Period September 1.2021•October 1,2021 CerUNcat1on No. 2021.1f STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec.Lint Spec I est Spec Limit Spec, Test Item Type GU Limit Result tern Type GU Limit Result SI02(%) A ° 19.9 Air content of mortar(volume%) a 12 max 6 A1203 04) " 6 0 max 4.8 Blaine fineness(mrkkg) A 260 min 383 Fe2O3(%) " 6.0 max 3.4 %Passing 325 mesh 72 mono A 96 8 Ca0(;b) A ° 84.7 Autoclave expansion 1%) 1 0 max 0.80 max 0.10 M90(%) 5.0 max 8.0 max 0.7 Compressive strength MPa(PSI) min: min: S03(%) 3.0 max 3,0 max 2.8 1 Day A A 14,9(2160) Ignition lose(%) 3.0 rime' 3.5 max 2.9 3 Days 14.5 12.0 27.4(3970) Na20(%) A A 0.22 7 Days 20.0 19.0 352(5100) 1(20(°7.) A ' 0.34 28 Days 26.5 A 43.5(6310)e Insoluble residue(%) 1.5 max 1,5 max 0.40 Time of setting(minutes) CO2(%) A A 2.0 Vicat Initial not less than 45 45 100 Limestone(%) 5 max 5.0 max 4.6 Final not more than 375 375 177 CaCO3 In Mneslone(%) A 70 min 96 Heat of hydration(calk)) inorganic processing addition(%) A 5.0 max 0.8 7 Days A A 89.86 (Baghouse Dust) Potential phase composition(%)c C35 A A 57 C25 A A 13 C3A A 8 max 7 C4AF A A 10 C4AF+2(C3A) A A 24 C38+4.75(C3A) A A 90 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Limit Spec, lest Spec Limit Spec T.-.F.' Item Type GU Limit Result Item F ype GU Li?oil KC .JIt Equiaient alkai,vs('tib) A 0.60 max 0.44 False set(%) 50 can B8 °Not applicable. 5Test result represents most recent value and is provided for Information only, cAdlusted per A1.6. °Fineness: 45Nm sieve,maximum%retained,28. 'The reported 28 Days are for the previous production period 'An ignition loss of 3.5%maximum is allowed provided the cement at 550 r 25'C,show a loss in mass of no more than 3.0".. ADDITIONAL DATA Inorganic Processing Addition Data Type Beghouse Dust Amount(%) 0.8 Si02(%) 14.6 AI203(%) 6.5 Fe203(%) 1.5 Ca0(%) 40.9 S03(%) 0.7 Base Cement Phase Composition C3S(%I 61 C2S(%) 14 C3A(%) 7 C4AF(%t 11 We certify that the above described cement,at the time of shipment,meets the chemical and physical requirements of the ASTM C150PC150M-18 specification and the CSA A3001-13 Type GU specification_ Signature: Tdic CI'u'Chemist Edward C.Raracz 3801 E Marginal Way S,Seattle,WA 96134; Ph;(206)623-5596; Fax;(206)623-5355 :Engineer Addition UL'ashington State ITJETtartment of Y' •._+ Jastuary 14,2022 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 (AASHTQ M-85, ASTM C-150) Standard Spee : 9-01.2(1), Concrete - Portland Cement Product Description : Manufactured -Seattle,.WA: Portland cement Type I,Type I/II low alkali; Distributed from: Seattle, WA, Portland, OR and Spokane,WA Portland cement Type III distributed from:Seattle;WA and Spokane, WA, Product Restriction : Acceptance Code: 2525 Code Description :Acceptance based upon the cement Manufacturer's Mill Test Report number being: shown on each concrete producer's certificate of compliance. Last Updated : Sep 24, 2012 To be completed by the field inspector: Quantity: Verified By: Date:. 4111111. Washington State ♦/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SRDuvall Ave NE Date CAG 20-065 8/31/21 8edion I Title of Ptniec Duvall Ave NE '�°` ` King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this fort is not compete at time of submittal it may For WSDOT Use Only be returned for Information that was omitted. RAM tl 035 E Use Bid Item Material or Name and LcCtdion of Fabricator, Specflcation PE:OFL Htctr'0PL HQ Use No. ProducUfype Manufacturer or Pit Number Reference Code Code B12 n0g eDdu Fitten 9s Sigma 7-16 10 B12 Compact ` ' Star Pipe Products 7-16 2 B12 Fla"ged Star Pipe ProductsFittin 7-16 10 B12 Flank Gasket American Ductile Iran Pipe 7-16 10 B12 MJ Fittings Sigma 7-16 2 B12 sajoin FNW Flange Nuts and Bolts 7-16 10 B12 SLOE Ductile Sigma 7-16 2 Iron Prpe B12 Stamp 3000 Star Pipe Products 7-16 2 Project Engineer/Representative X _ Data State Materials EngineeriRepreserdative 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 prom. See requirements of C)Acceptance 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. t0. Approval Withheld: See Remarks 11 Miscellaneous Acceptance 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) (HO): 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 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 DfsUibution Revised 03✓1021 Cerarector EI Region Operations Engineer Fabrication inspection �Region Materials Ei State Matenaas.ab-MS 47365 BID ITEMS...458'9, 806, B07, B08, B11, B12, B17, E SIGMA TM Quality — Service — Commitment— Delivered. C110 DUCTILE IRON FLANGED FITTINGS Is 1-. - •. . • IE1 .2 0 C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-MATERIAL; Ductile Ductile Iron ASTM AS36 Grade 60-42-10,65-45-12 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. • Se 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: i• 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 condition pes of • • -• en ordering, rubber per S.F. 9-30.2(1) GASKETS: • 43)1 ccordance with ANSI/AWWA C111/A21.11 &ANSI/AWWA C111/A21.11 • Also available in EPOM, NBR and CR. APPROVALS: • 2.'46"Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: • Certified tu NSF61 Steridard including Annex G. • ANSI/AWWA C110/A21.10 Where applicable. • Other items are in accordance with manufacturer's standards. • 54"arid abuve Flanged FiWris df rridriufdLtured dS per AWWA C153/A21.53. INSTALLATION: • Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/ C905. SIGMA Corporation 700 Goldman Drive SOO 990 2550 p wwwsqnaco corn Cream Ridge, NJ 08514 609 758 1163 r crrn-S•atEssii:).MRCO corn E SIGMA TM Quality-Service- Commitment - Delivered. T . / BC I - llaii,e- ---0 ... plk ,......;c. Q...) .9. OD / 0 C) , 4 rwmik Size OD BC T Hole Ole. 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 0.75 518 x 3 8 5 10,00 8.50 0.94 0.88 3/4 x 3 8 Olt 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 Ball 10 16.00 14 25 1.19 1,00 718 x 4 12 - 12 19.00 17.00 1,25 1,00 7/8 x 4 12 14 21.00 18.75 1.38 1.12 1 x 4 1;2 12 16 23.50 21.25 1,44 1.12 1 x 4 1/2 16 18 25.00 22.75 1.56 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 ' 88 1.37 1 1/4 x 5 1/2 20 30 38.75 36 00 2 12 1.37 1 1/4 x 6 la 28 36 46.00 42 75 2 38 32 42 53.00 49.50 2.62 SUBMITTAL REVIEW 36 48 59.50 56 00 2 75 44 64 66.25 62.75 3.00 No Exceptions Taken 44 60 73.00 69 25 3.12 Make Corrections Noted 52 64. uu,uu /6 uu J.:38 X _ Amend & Resubmit SZ - 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. 4116141 Gray 8r Osborne, Inc. CONSULTING ENG,NLERS Gaskets per S.P. 9-30.2(1). _ Include Mfg. Cert. of Compliance. By: ABZ/DRS Date: 9/28121___ • Note.Cast Iron fittings available upon request weights in Patinas,Less Accessories;Dimensions in inenes A co :@..=1 September 2015 SIGMA Corporation www.svnaoo.com I 3 APPRNE0 11~ Back to Contents ST PIPE PRODUCTS BID ITEM31306, Compact MJ Fittings B47, BQ$, B 11, B 12, ANSUAWWA C153/A21.53 B17, 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS NtATERIAL- DUCTILE IRON PERASTM A536 PRESSURE: i 350 PSI RATING FOR 3"-24"SIZES AND 250 PSI RATING FOR 30'48" TESTING: J IN ACCORDANCE WITH ANSUAWWAC 153/A21.53 AND UL REQUIREMENTS -APING LENGTH: IN ACCORDANCE WITH ANSI/AWWAC153/A21.53.FITTINGS NOT LISTED IN ANSI/AW WA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG 1VEIGH TS: DO NOT INCLUDE ACCESSORIES,CEMENT LINING AND COATINGS FLANGES: FLANGED ENDS ON FITTINGS MATCH ANSL'AW WA C 115/A21.15 AND ANSI B 16.1 CLASS 125 FLANGES CEMENT IINING: J IN ACCORDANCE WITH ANSIIAWWACI04/A21.4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSUAW WA C104/A2 IA GASKETS: SBR IN ACCORDANCE WITH ANSI/AWWAC1ll/A21.11(SEE PAGE 9) T ROl TS/NUTS: LOW ALLOY STEEL IN ACCORDANCE WITH ANSVAW WACI 11/A21.11(SEE PAGE 9) APPROVALS: 4"-12"UNDERWRITERS LABORATORIES LISTED.UL/NSF 6I AAA Include Mfg. Cert. of Compliance. member " c UL Y/fi: s ..‹,‹.. r-!ill'7 r 7 3 NSF ,- ,/,;0. -r - . a i . 1,2 t, ... - w', .`\ti... c�\azI .'s-- �,ts, '�: i .'d437:'•" 'ice„ *UT , 3 1� r - t a i. 1, r D-*a ay n w i3`s4 )gn ' SUBMITTAL REVIEW X No Exceptions Taken Mechanical-joint dimensions-in. ---- Botts Make Corrections Noted ,. SIZE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Amend & Resubmit 3¢e NO') 3 3.96 2.50 4.84 4.94 4,06 6.19 7.62 7 Rejected See Remarks /8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9 x3 1 f2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 1' IMPORTANT NOTICE: This review x3 1/2 6 -> 8 9.05 2.50 10.17 1027 9.15 11.75 13.31 1 does not relieve contractor from his x3 1/2 6 10 11.10 2.50 1222 12.34 1120 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 1 E2 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 2: x4 1/2 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24 leg, x4 1/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 2-o Cirsy&Osborne,Inc. x4 1 f2 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 3" CONSULTING ENGINEERS /4x5 16 30 32.00 4.00 3329 33.46 32.17 36.88 39.12 3f ABZ/DR$ 9/28/21 1x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 4E 6y Date:' 1)6 24 42 44,50 4.00 45.79 45.96 44.67 50.62 53.12 53.11 1.45 1.UU 1.15 1V" 1 .s/5 11t4x61/2 28 48 50.80 4.00 52.09 5226 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20° 13/8 11/4)61/2 32 Tel: (8001 999-3(09,(281)558-3000. Fax: (281)558-9000 Page I Qualified Product List hops:/.(www.wsdot.wa.govlbiz+matsJQPLiQPLPrint.cfm?Product_no=20... Engineer's addition Washington State (productreview supporting documentation) October 19,2021 Qualified Product List Contractor Product information Contractor: I Contract No: Sub Contractor: Date: Bid Item: .. 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: l of 1 10t 19..2021. 12:37 PM STAR PIPE PROI)UCIS Utility Pipe Fittings andhlcce •cries BID ITEMS�3 B06, Flanged Fittings B07, BOS, 611, 612, 61T, ANSIJAWWA C11O/A21.10 1 " - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile Aron per ASTM A536 PRESSURE: J 250 PSI ratting for 1"•48"sizes and 150 PSI rating for 54"-64" TESTING: J In accordance with ANSI/AWWA C 110/A2I.10,Ul and FM requirements Cillint._ a LAYING LENGTH: 7'-48"sizes in accordance with ANSI/AWWA Cl 10/A21.10 and ANSI 816.1 and 54"-64"sizes in accordance with ANSI/AWWA CI53/A21.53(fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coatings DRILLING: Jn accordance with ANSI/AWWA C1 10/A21.10,ANSI/AWWA C153/A21.53 and ANSI 816.1 Class 125 Flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4--sizes 1"•3"single thickness and sizes 4"-64"double thicknessP.........‘ COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside illeald APPROVALS: 4"-17'Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 7'and greater are UL/NSF•61 DIMENSIONS: All dimensions are in inches unless noted otherwise Gaskets shall be neoprene, Buna N, T chlorinated butyl, or cloth-inserted B.C. rubber per S.P. 9-30.2(1) (1:11:11:111:1 ----- 0 0 •W ,> mil. AWWA 0 / 4 Lw 61.r ," O.D. - 0��slfiFo O el UL 0 0 W[W 1%oath' FLANGE DETAILS MOM. SOLT MOOSIZI .D. II C T 11 511E NO. -. . * 1 4.25 _. _ 0-4e C.62 ::x 2 4 >.~ * 1 'h 5.00 -I.00 0.56 0.62 ''Ax2 4 * 2 6.00 062 C,75 %x 2 4 * 21/2 7.00 _.c,, 0.69 015 . %.x2lM _ 4 -...; 3 7 50 SUBMITTAL REVIEW 4 9.00 0.94 * 5 10.00 n 94 3 6 I I er y':X.) l.00 No Exceptions Taken ?� 8 13.50 1.12 _ Make Corrections Noted t'";o=r :._; 10 16.00 .4.25 1.19 X Amend&Resubmit 12 19.00 17.00 1.25 Rejected-See Remarks 14 21.00 18.75 1.38 1 16 23.50 21.25 1.44 IMPORTANT NOTICE: This review 18 25.00 22.75 1.56 does not relieve contractor from his 20 27.50 25.00 1 69 responsibility to comply&conform 144 '4 24 32.00 29.50 1.88 with the Plans. Specification, and 30 38.75 36.00 2.12 Contract Documents. N.," ' 36 46.00 42.75 2.38 42 53.00 49.50 2.62 Cilliglig 48 59.50 56.00 2.75 Limy&Osborne, Inc. * 54 66.25 62.75 3.00 CONSULTING ENGINEERS * 60 73.00 69.25 3.12 DRS Date: 10119121C1111) * 64 80.00 76.00 3.38 1> •Not Included n AWWA C!10 ff GISrERED-RACFrnARr.QF'tAR PIPE''ooU_r5 STAR.PIPE'';Jill.::"` lAwde Gaskets per S.P. 9-30.2(1). Ir,s,:,Ncovou+rtll::L1Rtt 1-tu..-'1-SCCR N N.:81_N1,'l; V„Witligt ..Mw:2.0 cp'D11..=:.con' Include Mfg. Cert. of Compliance. ,_;,-- i- . . . . BID ITEMS B06, B08, B11, B12, B14, B15, B16, B17 DUCTILE IRON PIPE . A, AMERICAN Torusear Flange Gasket*** Full Face— 1/8"Thickness a .i Table Na.6-10 presowe Approxonoto Pipe B.,so cias.,.„?!migrt Poing' Bolt Toque- in. 10 fit.-Iti . 1 , 4 350 .3 1CO 6 350 .3 150 8 350 .5 150 10 350 .6 203 12 350 .e 200 14 350 .9 250 16 350 1.1 250 la 350 1.1 ...5JU 20 350 1.3 3C0 24 350 1.6 CO 30 250 2.1 CO 36 250 2.7 5G0 42 250 3.5 500 18 250 4.0 570 54 250 4.3 600 60 250 6.4 603 . 61 250 9,1 6C0 ''', e 9,ar,rg,iesigreted 15 rflaXIMUIT water vvooang pressure and re based an te rnornurr retro of r.',110, C115 cx 0153 rian,m-e.AMERICAN ter mr469 the deerronon.y!'woody deaJgoed gaskets"erown in The aopendcos of AWWA CI 10,C111,and C."15.drd'xx.,_,Ji gaoketr,' hawn,t,-he body of AVM,*C•••, "Bolt torGi.pa applicable,anle'12...,r1 AMERICAN Tanned'gaskets are normally black and hantshed of SBR rubber per ANSI/AWWA Cl 11/A21.11.Thin rubber compound is NSF al certified tor contact wdh potable water and is otherwise physically superior to red rubber sometimes used with flanged joints.Other types at rubber are available on special order. Clean flange feces and faced pipe ends thoroughly prior to installation.Do not use toed or ameba compounds with Torusear gaskets lassembie joints dryl. T.:addition to corral ion,,ec•_1L-.. .,A.VC-0.,:sN-..,-':e.,v1 4l,1-..,1L,..r..,4_il&C'or uee with suer.,loed joints in specially desegred iong-aaan,netaleeohe i,,e.,ausne iractivrtg 2 or 3 lEngins of jaciel,See Seaton 7 for details. For use of&standard hangar NAN.F42ies match AWWA Cl I CJ,Ciii,and Cl IS&mg?&Ong_They also match certain Stange ding decent of AWWA 0207 end ANSI 816.1 arid el 6.42 fteire. AMERICAN Tauseed*yearfee I ifr truca.arid are supplied with ii.stil raced tom taace. 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) AMERICAN DUCTILE IRON PIPE A Q.C2LsitS and Nuts lengths of pipe) or with any underground cc, Icl 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 Toruseal5 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 ASfM 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 rosbod n me d apprco rA}�LAnwA strip strength bolts should not be used when a 4"'�'e " �°" "" nwnkO hero r.�"d tlia!q�sly M ma kw. gray iron flange is involved in the connection. Gaskets • . AMERICAN AMERICAN Toruseal°gaskets are rec- • Toruseal•Flange ommended for AWWA standard flanged Gasket joints in normal water and sewage service. • the AMERICAN The ANSI B16.21 standard specifies the in- ,. • ToruseaP flange gasket side of 3"-12" non-metallic full-face and is availablefor improved ring gaskets to be greater (the same as • • joint performance.It is standard steel pipe outside diareters)than 61 certified vastly superior to co- nominal. Any flat gaskets used for ductile NSF TvlruseI • rtifie Gasket ventional full-face or iron flanged pipe must have "nominal" in- ring gaskets.Although side diameters as shown in the appendix of recommended for all normal water and ANSI/AWWA C115/A21.15, not the larger sewer service, it especially must be used in Inside diameters per ANSI B16.21. The demanding services such as very large diam- larger 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 To/useal•Flange Gasket FuN=ace—Nemfiul!;H"'hchr -,—cuu fPreaeore Onghl od'pi Approx. SUBMITTAL REVIEW Pipe Size Pipe- in. psi I'8 it.-Ibs n' No Exceptions Taken 350 0.3 100 24 Make Corrections Noted e 350 0.3 - B 356 0.5 150 39 150 30 X Amend & Resubmit to 350 0.8 200 42 Rejected-See Remarks 12 350 0.8 200 48 1a 350 0,9 250 54 IMPORTANT NOTICE: This review 16 350 1.1 250 60 does not relieve contractor from his '8 50 1 1 300 64 responsibility to comply&conform -- 6D _ with the Plans, Specification,Nrihr: Contract Documents. f4.w,1.y r'�V 1..[iprBk i a,,w,r..n.„Ily soon)pryyle rn:f it Kle..I I.., 25e-C Taorsium,!ukyaactor Pam dCI!©w Cr1 r,,,, a.Cornett AL67(:FH yrrµyru -P:11 bv.le i`a !'b 1trR`d pore wi►r lc�cde pefeh. Cben temp Wee and 4crd pipe tulle•oer9•r Vlv b iylaYon.DO rob i,Po.a. y�� Inc.r avnar wits ornpr. 'itv, ()II 8r Osborne, I fv�llrw+n 16 an b�trAh�Wlm!',m.a1\'MA.1Ip Ctlr.mC:I15. al ()rosy C7Ui.rn.NkY R Id 1 arr0 RM,s4lwvp5. r latmN'qoame TIN topped NrM Saab File tipo n'S 14"b4-aem in Doruraw, CCNSULTING ENGINEERS milp.mr, liW,I,0-.i.,%nor![nr Ari V C11p 2 r.115 By: DRS Date: 10/19/21 8-3 BID ITEMS.I8 B06, B07, BOB, B11, B12, B17, G 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: J 350 PSI Water Working Pressure(CLASS 350)3"-24": 250 PSI 30"-48" TESTING: q In accordance with ANSI/AWWAC153/ A21.53&UL-FM requirement 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 I A21.53(3"-48") CEMENT LINING Jln accordance with ANSI 1AWWAC104 I A21.4 COATING: Tar coated (bituminous)inside and out in accordance with ANSI I 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, - r C < L ►{ a ��■IIIIIU c T D B.C. A E MECHANICAL JOINT DETAIL: SUBMITTAL REVIEW )ETAILS X No Exceptions Taken Size A B B.C. C D E T T Make Corrections Noted - 3 3.96 2.50 6.19 314 7.69 7.62 .62 .58 _ Amend&Resubmit 5.5 4 4.80 2.50 7.50 718 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 20.25 125 19 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 8.0 18 19.50 3.50 23.25 718 24.83 24,75 1.38 1.00 Contract Documents. 8.0 20 21.60 3.50 25.50 7/6 27.00 27.00 1.41 1.02 8.0 24 25.80 3.50 30.00 7/8 31.50 31.50 1.56 1.02460 8.0 30 32.00 4.00 36.88 1 1/8 39.12 39.12 2.00 1.54 O Inc. 8.0 36 38.30 4.00 43.75 1 1/8 46.00 46.00 2.00 1.70 Gray Osborne, 8.0 42 44.50 4,00 50.62 1 3/8 53.12 53.12 2.00 1.45 CANSULTING ENGGEENS 8.0 48 50.80 4.00 57.50 1 3/8 60.00 60.00 2.00 1.45 By: ABLDRS Qate:9/2ti12021 8.0 - Weights in pounds Dimensions in inches All Weights shown without accessories BID ITEMS B06, B08, FNw Figure NBSZ B11 , B12, B14, B15, B16, TM PIPING PRODUCTS B17 I Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) CARBO STEEL FLANGE NUT & BOLT SET ASTM 307 GRADE A I SAE J995 GRADE 2 Features • For 150#&300# SI Flanges • Lengths for e'i-e,Two Flanges* • Material arbon Steer .•. .. w t., • Finish:Zinc -k r ri • Sizes:112"to 24'(150#), 112 to 12"(300#) ru Standards • Bolts: t-v - .11 Material-ASTM A307A Grade A Dimensions-ASME B18.2.1 o Thread-Class 2A 10 t g, , • Nuts: • • .. o Material-SAE J995 Grade 2 o liv Dimensions-ASME B18.2.2 o Thread Class 28 " Bolt Properties 150#Pack Quantities&Bolt Sizes(inches) • Tensile:60 KSI Minimum size ,Boitaty- Nut Uty Diameter ,Bolt Length • Elongation: 18%Minimum 1,2 _ 4 4 112.13 2 • Hardness:69-100 Rb 34 4 4 1r2.13 2 1 4 4 V2-13 2-11 .Based on 1/16"raised face and 1t8 1-1J4 4 4 1r2-13 2-1r4 �« 1.1J2 4 I 112.13 2.12 2 4 4 5/13-11 2-34 2-1/2 4 4 58-11 3 3 4 4 5/8-11 3 4 8 8 5,8.11 3 5 8 8 3b4-10 3-144 6 8 8 3M-10 3-114 Figure Number Matrix 8 a 8 3/4-10 3.1;2 1D . 12 12 _ 718-9 4 FNW NBS 4 i&LI i SUBMITTAL REVIEW 1 r mad FLANGE 512E CODE — No Exceptions Taken Zinc=Z 150#=1 1/2=0 8=U 3000=3 3r4=F a=x 2 Make Corrections Noted 1•c 10=10 X Amend& Resubmit 1.114=H 12=12 300( Rejected-See Remarks 1.112=J 14=14 at ----- 2•K 16=16 V IMPORTANT NOTICE:This review 2112-I. 18=18 ' does not relieve contractor from his 3=M 20,20 4•p 24_ ; responsibility to comply&conform i.5=S -- with the Plans. Specification. and Plots; MSS einee are up to it env,,. Contract Documents. '4 460 and nuts shall conform to S.P. 9-30.2(1), including f Gray&Osborne, inc. c CONSULTING ENGINEERS _______________ nd length with AVWVA C111 JA21.11, 1e Mfg. Cert. of Compliance. ? By: AIBLDRS Date:10/19121 €2C17 FNW. All rights reserved. Tne FNW iogo is a trademark of Ferguson Enteronses,Inc.,PL Sourcing.PO Box 2778,Newport News,VA 23609 www.fnw.com The contents of this pubiicabon are presented for information purposes only,and*tie elicit has been made to ensure their accuracy,they are not to be construed as warrantee or guarantees,expressed or implied,regarding the products or services described herein or thew use or applicability. AN sales are governed by our terms and combats,.which are available on request We reserve the right to modify or improve the designs or spealcatfons ototr products at any erne without notice. Always verify that you have the most recent product specifications or other documentation prier to the installation of these products. BID ITEMS 806, B07, B08, Bit 812, 815, 816, 817, 818, 621 E SIGI\/IA nd Quality — Service —Commitment— Delivered. ONE-LO 'T Series SLDE for Ductile Iron Pipe 1 v". ._.y „ i1 NV V iiill � �' tutMF'I1 1 �'�..w► v ; t .a i Features &Advantages: i 1) The SIGMA ONE-LOK Series SLDE is a mechanical joint restraining gland that implements a series of individually activated wedges into the mechanical joint follower 't 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 *+pl contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONE-t0l(a unique cam argon anon She restraining wedges Pipe. to'rock:gripping the piae weal more securers as mnrat rare 2) ONE-LOK SLDE's precision contoured we dges provide proper contact and support increases of the ductile iron pipe wait Each wedge is manufactured with an elongated contour that 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 SLOE is manufactured ONE-OK's cam action also accommodates deeeWon o/the with a proprietary quality control system that ensures the breakaway tops will activate scent during inetallation,and also stows for sunaifence,seiermc or rimer scans after irotMelion,up to she maximum allowed at the correct torque. The breakaway top is sized to match the same dimensions of deflectionthe bolts and nuts used to assemble the mechanical joint fitting and follower gland, 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 3-1 2'' SLDE3-SLDE12 5 deg to rock and increase their grip on the pipe wall as thrust an the assembled joint 14-16" SLDE14-SLDE16 2 deg increases. This also allows improved resistance to subsidence, seismic forces, and 18-30" SLDE 18-SLDE30 1 5 dog other movement within the maximum deflection limitations of the mechanical joint under 36-64" SLDE36-SLDE64 1 deg applicable AWWAstandards. SIGMA Corporation 700 Goldman Drive 800 990 2550 p www.siglTtaco.com Cream Ridge, NJ 08514 609 758 1163 f cfm-eates@sigreaco corn ONE-LOK7h1 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 C153fANSI 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 8.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 C1111A21.11 with minimum 65,000psi tensile strength and 45,000psi yield strength. �1 A # 111 IA .Q-Wm- v. 111. -,.. .-. __. 0 75 411 5 , �- y-�+I Section A A I Se[lion C Dimensions in Inches, Weights in Pounds Mom DI Steel Dimensions Bolts and Inserts V PressurePressureolts Gasket Pipe Item* Wgt Pipe Pipe Size OD OD OD C F 0 T P- 13 J K2 No Size Torque Rating No Sim Torque No Item Ili •3 SLOE3 5 92 396 -- 4 E4 4.16 1.58 0.55 9.40 0.750 6 19 7 69 2 7,8 75-95 350 4 5;5 1 3.0 45-60 1 TG-3 4 SLOE4 8.50 4.80 4.50 5.92 5.00 1.58 0.55 10 24 0.875 7.50 9..12 2 776 75.93 350 4 55><3.5 76.90 1 MG-4 --i SLOE6 10,00 690 5 526 8 02 7.10 1.58 0.60 12 34 0 875 9 50 11 12 3 7n3 75.90 350 6 1'.x 3 5 75.90 1 510-6 SLIM 1450 9 05 9.625 10.17 925 1.83 0.75 14.32 0.1175 11.75 13.37 4 715 76.•90 350 6 65 x 4.0 75-90 1 SAGA 10 Si 0F.'0 73.90 11 10 1075 1222 11 AO 1 SA 0195 16 54 0 A75 14 IX. 15.62 6 7,8 75-90 350 ..47 75.90 I MC;12, >12 m..ee12 29.00 lam 1275 14.32 13.40 1.58 0.85 18.80 0.875 16.25 1763 II 735 75-90 350 8 54 x 4.0 75-90 1 MG-12 14 SLDE 14 39.135 I3.5I - 11;46 15 5-5 1:i„ 75 2'211 11 II!, 113 71 to 25 10 7,13 _ 75-00 3;k1 15 ...4 5 1,-411? 1 Mir 14 - 5L13E15 49.67 17.40 - 18.50 17.34 1,77 1,21 23.r4 0.875 21,00 22 SUBMITTAL REVIEW 75-90 1 MG-16 18 SLDE18 50.33 19.50 -- 20.50 19.64 1 77 1.25 25.84 0.875 23.25 24 75 96' 1 510-18 20 SLI3E20 69.00 21.6E a•- 22.70 2t.74 1.87 1.25 2794 0.875 26.6E 27 X , No Exceptions Taken 75.90 1 MG-20 24 St 3E24 10367 25.11E --- 20.58 25 95 1.91 1.47 :12,4 a 875 :10 09 31 Make Corrections Noted 75-90 1 MG-24 30 SLDE30 158.67 32.113 •- 33.29 32.17 2.13 1.65 39.10 1.125 36.68 39 Amend& Resubmit 160.120 1 MGS-30 34 SLOE36 234 50 111135 -- .is LAI :w 47 3 15 1 75 46 07 1 ,28 471.7,, 46 Rejected-See Remarks 1ij0---20 I M09:xi 42 s6DE42 344.00 44.5E - 45.79 4467 3.56 2.25 53.25 136 50.62 53 IMPORTANT NOTICE:This review 120.150 1 MG&42 48 SLDE46 456.30 I 50.8E - 52.09 5C1 97 3.51 2.25 59.55 1.3A I 57.5 169 does not relieve contractor from his 121J'SO 1 MGS-48 64 51.0E54 1045.00 57,50 _ 55,65 57 73 6.00 4,50 70,43 1375 63.20 67 ponsibility to comply&conform 12°13n 1 Mcs 5` 80 SLDEED 1t138.00 61.51 32.9E 61 78 5.3c 4.50 74.52 1.375 67.72 72 with the Plans. Specification,and 120-.50 1 n1Gs-623 i4 SLOW 12569E 65,57 _ 65,9e 6584 5,0E 4.50 76.O 1375 71.66 76 Contract Documents. 120-150 1 MQ5-64 ONE-LOK SLOE was previously referred to as model SLD 'Pro❑ geo vn.ca",c,nt gasket Size Grimy 43L Osborne, Inc. P'Dim shows OD after head Is broken/removed. Size CONSULTING ENG1kFERS Sizes 3"-12"is approved for thinnest class of DI pipe. Size DRS : 10119121 CI) ,j��, Size By: Date: "Vi�� size lie Sizes 54".60"and 64"are pressure rated a1 250 psi on DI Pipe USTED ARMED Sizes 4"-12'are FM approved for 175 psi on DI pipe. 2 1 SIGMA Corporation ww'.s.sigmaco.com Provide Mfg. Cert. of Compliance. I 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 C1111A21.11. (A transition gasket is required if using on steel OD pipe) g= 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. 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 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 ''`1r 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-lbs for «'-"` e�'eys 4"-24",100 120 ft-lbs for 30",36", - „..•' ' t .•p 1„ 120- 150 ft-lbs for 42",48", 54",60" &64" - ;)' sizes, use of a torque indicating wrench �° is recommended to confirm the applied . 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 'fr. • • �% PATTERN) until all the break-off tops have * been removed. Never tighten actuating • bolt more than 180 degrees before moving s, +* to the next bolt, .1 Recommended Torque for actuating bolt- 75-90 ft-lbs for 3"-24", 115- 125 ft-lbs f for 30",36",42",48",400+/- 5 ft-lbs for 54"60"64" SIGMA SEAL GASKET(MGS)is recommended for One-Lok sizes 30',36",42",48",54".60",64" 4 1 SIGMA Corporation www.sigmaco.com Qualified Product List https:/`www.wsdot.wa.gov!bizfmatsiQPL/QPLPrint.cfrn?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: Manufacturer: 5j,gtna 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: I of I 10119'2021, 11:18 AM ;, ,;// STAR PIPE PRODUC IS Joint Restr©int Submittal Form _ ... / ‘,, ;BID ITEMS Bob. B07, B08. B11. , targrip'F�series 3000 B12. B15, B16, B17, B18, B21 ,/ Mechanical Joint Wedge Action Restraint ,� for Ductile Iron Pipe SUBMITTAL INFORMATION ) ' PROJECT NAME: DUVALL AVENUE NE ENGINEER: 1 PARAMETRIX : C114 *NI, CONTRACTOR: 'REED TRUCKING & EXCAVATING 48 SPEC. SECTION: (20 OID iliZ A. APPROVED Aw wa .,,„....., ,,...401, FEATURES&ADVANTAGES • Ine Wedge Assembly is designed with o Break-Off Torque Control Nut that wil only r;reck off in one direction,ensuring proper installation, • The Stargrip"offers a full 5°deflection through 12"size,3°on 14"-24",2°on 30"-36"and I°on 4T-48". • Minimum safety factor of 2:1 I2g • 5targrip°sizes 3"-36°'are listed with Underwriters Laboratories Inc.and sizes 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^. 4 • Stargrip°eliminates tie rods and thrust blocks. • Stargripl9 may also be used on minimum SCH 40 steel pipe`up to 12'('transition gasket required on 12"and under:.For 14" and larger steel applications,contact Star Pipe. MATERIAL SPECIFICATIONS: fill:14111111 • Gland:Ductile Iron per ASTM A536,Grade 65-45-12 • Wedges:Ductile Iron per ASTM A536.Grade 65-45-12 heat treated too minimum of 370 BHN • Wedge Finish: Thermally cured fluoropolymer epoxy coating GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check one): 214 Standard:alkyd enamel coating D Standard:T-bolts are high strength low alloy steel li J C manufactured d0in accordance with ANSI/AWWA © �.� Optional:Starbond TGIC polyester powder coating applied by on electrostatic spray process © Optional:T4,olts and nuts ploy 55 304 per ASTM F593 Optional:Other(specify) ❑ Optional:T-bolts and nuts cloy SS 316 per ASTM F593 Optional•.T-bolts and nuts Fluoropolymer Star-Blue COUNTRY OF ORIGIN OPTION(Please check one): © coated high strength low aloy steel manufactured in accordance with ANSI/AWWA C111/A21.11-00 ,f Import rCIIIIII Domestic-AIS Compliant Cif) REV.2r nr A UIU .REG41ERED PRACEWMRK OF STAR 7FE PROOi C1s sir err PRt}DUC:15 NOIIStON COAP OIr-kl me,400-99¢_20,9IlA 29 I-5*UTi TOVRMIdrid wrw.slutip•p'nauc+..cam Page 1 F' STAR' PIPE, PROI)('CTS Jot Restraint Submittcl Form `.,.:. Stargrlp series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe TECHNICAL INFORMATION itallim tea 4, ik,.. --.._-........14,4, Clint_ ot it ,s. J Vial `,; t5 , , ... 1 \ `� 1 / /' , w�; ye Cliall),......,,k 0.2 i till, -''''''. / / I \ \/#� z � 11111111111) I tP4'''''v. OP%, 111::41111 Ifir STARGIUN 3000 SPEC -NS* MAX F W/NUTS APPROX' Please NOM. PRESSURE A C D E F TWISTED C, NO.OF ` NO OF 0 check sizes: SIZE RATING [PSiI OFF WEDGES T-BOLTS ��j , 4.74 2.404.06 6.19 3/4 9.F,.5 E,_' 8.13 4 6 E 4 350 5.92 2.40 4,90 7.50 7/8 11.06 9.62 9.12 2 4 8 0.4i1:4 6 330 8.Ct 1 2.40 7.C� 9. 7r8 i3.36 ,i.72 12 .3 2 El 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 • 1'1 3 fj 12,72 2.51 1 L20 I4,1kJ I?25 588 5 62 6 4 E.] 12 350 14.32 2,51 13.30 16.25 7/6 19.50 17.98 17.88 8 8 34 Imakilli14 ri 1 4 3SC 16.40 2.91 15.44 18.75 7 .2S i.12 20.9C 10 1 C 49 PINliall Z 16 350 18,50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 56 L 18 250 20.60 2.91 19.64 23.25 7! 54 SUBMITTAL REVIEW IP C 20 250 22,70 2.67 21,74 25.50 71 X No Exceptions Taken t 114101 E 24 250 26.90 3. 0 25.94 30,03 t! Make Corrections Noted 139 C 36 250 33,29 3.49 32.17 36.88 '-1 Amend&Resubmit Rejected-See Remarks 3 250 39.5> 3,49 :;t 47 L3 232 C 42 IMPORTANT NOTICE:This review 250 45.79 5.15 4 .75 50.62 I 3 does not relieve contractor from his 48 250 52.09 5.15 51.05 57.50 1-3 responsibility to comply&conform 488 *Audirmns,uns n maks es&Ip1* eradicated: with the Plans. Specification,and Notes; Contract Documents. • Stargrips"must be adequateiv wrapp d ar protected If the►•are cav�ered by L.on45110 rket. Eima4 • Far applications exceeding the maxinwm pt cum ratings listed please conta� 4targrrp) ▪ For uppllcatlons s th vertical sr(sets please Coat rCt Star Pipe 1'mxllectsfa to �T1R�• QBbOZ't7�s CONSULTING ENGINEERS ENG9ERS • For applications on eriming pipe,the pipe needs to be structurally sound and -products in Cii////) art krfor the wedges to function property. Please contact.Star Pipe Products1 By. QR$ D e;10119f21 • size,42'&ax"regntre extra lung I'4"it x i4'Plaits. RFV21 AE e RFGisns O IRA0EvtARK Of SW PIK PRCOUCtS SW.PrE F Provide Mfg, Cert. of Compliance. A. r... 7C C4RPQWLTOKLtide 1-902-911- I FAX A1-6Sr9V:0 Ave,.ttrOGOSIDay-t Cam TtIVNh4i11/M Page 2 Y Qualified Product List https:/www.wsdot.wa.gov!biz/mats'QPL:QPLPrint,cfiri?Product_no=20... Engineer's addition (product review supporting documentation) Washington State October 19.2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: star Pipe Products - Houston, TX Product Name: Stargrip Series 3000 Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: of 1 10/19/2021, 11:54 AM