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Home My WebLink AboutCAG-20-065 - Duvall - B8 - Furnish & Install 16-Inch CL 52 Water DATE March 8,2022 A AMERICAN CAST IRON PIPE COMPANY Certificate of Material Origin PIO #C3156-533/D5E8745 Certificate of Compliance AMERICAN Ferguson Waterworks Contractor= Reed Trucking and Excavating CUSTOMER Duvall Ave NW DESTINATION QUANTITY/Feet MATERIALS COATING-LINING 40 ft 12"class 52 Flex ring pipe J Double cement lining—Asphaltic Coating 740 ft 16"class 52 Flex ring piped 280 ft 12"class 50 Fastite Pipe 40 ft 12"class 52 Fastite Pipe I 180 ft 6"class 52 Fastite Pipe If, 40 ft 8"class 52 Fastite Pipe Facility: The DI pipe covered by this certification are American Ductile Iron Pipe American-Made with all manufacturing processes Div.of American Cast Iron Pipe Company entirely within the United States of America.This 1501 31'Avenue North includes any initial melting,mixing,rolling and Birmingham,AL 35207 continue through the coating stage of the iron as required. A manufacturer of ductile iron pipe since 1955. WITH THE FOLLOWING SPECIFICATIONS: PER LATEST REVISION, DUCTILE IRON PIPE FOR POTABLE WATER-ANSI/A,WWA C150/A21.50 and ANSI/AWWA C151/A21.51 MJ, FASTITE,& FLANGE-ANSI/AWWA CI11/A21.11 I CEMENT LINING-ANSI/AWWA C104/A21.4;NSF61 listed d ASPHALTIC COATING-PER APPLICABLE ANSI/AWWA PIPE&FITTINGS SPECIFICATIONS ANY MATERIAL NOT COVERED BY ABOVE SPECIFICATIONS WILL BE PER MANUFACTURER'S STANDARDS. AMERICAN CAST IRON PIPE COMPANY DUCTILE IRON PIPE Division I Russ Williams,Project Coordinator ISSUE NUMBER: 01 QD-AA3F073 ISSUE DATE: 04/26/94 A A M E R I C A N Cast Iron Pipe Company Ductile Iron Pipe Qualification Report r9 i fy r i t 3 ,IN Date:March 9,2022 THE RIGHT WAY J Customer: Project Information ACIPCO Sales Order/Release: D5E8745 Reed Trucking&Excavating Duvall Ave NE Customer PO#: C3156-533 4 Hydrostatic Testing Size(in.) Class Test Pressure(psig) Remarks 12 52 500 Passed 12 50 500 Passed 12 52 500 Passed 6 52 500 Passed 8 52 500 Passed 16 52 1448 Passed Representative Mechanical Properties and Chemical Composition Pipe ID Mechanical Properties Chemical Composition% Month Series Series Year Tensile Yield Elong CVNT CVNT Size/Class Day Code Start End Cast KSI KSI % 70°F -40"F C S Si Mg P 12152 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 12/52 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 12/50 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 6/52 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 8/52 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 '16/52 23 10 524 1014 2021 79.6 45.6 17.0 11.3 8.1 3.42 0.006 2.53 0.035 0.021 This"Representative"report provides Mechanical and Chemical Properties of o ther pipes cast within the same relative timeframe as those supplied to the customer whose identification numbers are not available' 'Properties for 16"pipe are based on the actual pipe number ,/ This is to certify that the above listed materials comply,where applicable,with the following standards: ANSI/AWWA C104/A21.4-Linings _ f ANSI/AWWA C151/A21.51-Pipe \` Kerry Styroh jaf Q.A.Manager Ductile Iron Pipe email to Russ Waives Issue Number.02 OD-AA3F073 Issue Date_04126/94 Revision Number 02 Revision Data 10/08N0 III Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 6/6/2022 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# 033B/C PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B8 Flex Ring American Ductile Iron Pipe 7-16 2 I Project Engineer/Representative - Date State Materials Engineer/Representative Date 6RI2022 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. t 2.1 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. see Remarks �. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved 0 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 Critena: 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): Rec'd Cert. of Compliance stating pipe has double cement lining &asphaltic coating. No further documentation required Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor El Region Operations Engineer 0 Fabncation Inspection ❑Region Materials El State Matenals Lab-MS 47365 ADUCTILE IRON PIPE AMERICAN Ductile Iron Flex-Ring® Joint Pipe Centrifugally Cast for Water, Sewage, or Other Liquids 4"-12"Flex-Rine Joint 14"-54" Flex-Ring°Joint s:. :,:s.»... III .,.. *pow r s �sa AMERICAN Flex-Ring° Restrained Joint For 4"-12" sizes, a beveled ductile iron, Ductile Iron pipe, utilizing the sealing features welded-on retainer ring and a yellow painted of the time-proven Fastite®Joint and a boltiess ductile iron split flex-ring, assembled behind the restrained connection,provides flexible,easily as- retainer ring,provide the means of restraint After sembled,positive restraint against endwise sepa- the plain end of the pipe is assembled into the ration due to thrust. Flex-Ring bell, the split flex-ring is inserted and The patented'Flex-Ring Joint is designed for springs into the socket locking groove.The flex- . a working pressure'equal to that of the pipe or ring is securely positioned behind the welded-on up to 350 psi in sizes 4"-24"and up to 250 psi in retainer ring and in the socket locking groove on sizes 30"and 48".The joint has been thoroughly the inside of the pipe bell.This provides the flex- factory tested to withstand dead-end thrust re- ible restraint suiting from more than twice those working pres- For 14"-54" sizes, a shop-applied weld sures. bead and a rubber-backed ring,containing yellow Flex-Rinee joint pipe with its positive,flex- painted ductile iron segments,provide the means ible joint restraint may also be used in trenchless of restraint As the plain end of the pipe is fully applications such as horizontal directional drilling assembled into the bell,the ductile iron segments and pipe bursting.With spigot ahead,the low- automatically close on the pipe behind the weld profile Flex-Rine bell assembles quickly and of- bead.The enclosure of the segments between the fers a smooth transition during pipe pull-back. weld bead,spigot,and the sloped inner lip of the AMERICAN offers a Flex-Ring° pulling bell as- bell provides the flexible restraint. sembly specifically designed for this installation The Flex-Ring Joint can be safely deflected method. after assembly to the limits shown in Table Nos. 9-1 and 9-2.This liberal deflection facilitates in- 4114 stallation,decreases the number of necessary fit- tings,and,accommodates settlement. The Flex-Ring Joint is Underwriters Labora- tories listed and Factory Mutual approved in sizes 4"-12".This UL listing and FM approval applies to all pressure dasses and special thickness classes of ductile iron pipe. The only joint components needed to assemble the Flex-Ring Joint are a gas- ket and a single ring. Pulling Bell Assembly 1 U.S.Patent Nos.4.643.468.4,685.708,and 5,197,768 2 If higher working pressures are required,check AMERICAN. 9-12 • DUCTILE IRON PIPE A AMERICAN Ductile Iron Flex-Ring® Joint Pipe Centrifugally Cast for Water, Sewage, or Other Liquids No loose lugs,heavy wedges,rubber tubes, for the same working pressures shown for like etc. are necessary. Also, there is no need to fittings in C110 and C153. Fittings in these orient bells to ensure proper installation, though sizes are also available in both bell-bell and for convenience, most installers orient the split bell-Flex-Ring spigot configurations for installa- locking ring ends in 4"-12" sizes away from the tion versatility and economy. very bottom of the joints. Just follow the simple AMERICAN Flex-Ring°pipe and fittings are instructions shown on the following pages, and normally furnished with standard asphaltic coat- positive restraint is ensured. ing outside and cement lined in accordance with Flex-Rings, Flex-Ring segments, and ANSI/AWWA C104/A21.4.Special coatings and retainer rings are manufactured of ductile iron linings can be furnished when specified. compatible with pipe.Welds and weld beads(if Field closures or other restraint can nor- used)are nickel-iron,proven desirably cathodic to mally be securely made by using AMERICAN's the ductile iron pipe, and welding is performed Fast-Grip° gasket, which is available in 4"-30" using welders qualified to produce high-quality, sizes. (See page 9-2 for details of the Fast-Grip dependable welds. gasket.)The Fast-Gripx gasket restraint closure is Fittings for use with 16"- 48" Flex-Ring UL listed and FM approved for use in Flex-Ring pipe are ductile iron and meet or exceed the and Fastite bells in 4"-16"sizes.Field dosures or applicable performance and manufacturing other restraint in 14"-36"sizes can also be made requirements of ANSI /AWWA C110/A21.10 in Flex-Ring bells only by using AMERICAN's or ANSI/AWWA C153/A21.53. These are rated Field Flex-Ring®.(See page 9-16.) 9-13 ADUCTILE IRON PIPE AMERICAN Ductile Iron Flex-Ring® Joint Pipe Standard Dimensions and Pressure Ratings _ jjr��/%fj 4"-12" �alf/j//iiip�14"-54" e n111111l : / him F A e F A 9 Table No.9-1 4"-12" Nominal A B F Allowable Offset Empty Pipe Size Working Laying o,D, Socket Bell Pullin Allowable per P0' Radius of Buoyancy in. Pressure' Length' in, Depth O.D.t Load Deflection Length Curve In Water Ps' ft. in. in. Ib.tt degree in. ft. (j&ft)^^ 4 350 20 4.80 5.62 7.06 10,000 1 5 21 230 -5 6 350 20 6.90 5.62 9.19 20,000 5 21 230 -2 8 350 20 9.05 5.74 11.33 30,000 5 21 230 3 10 350 20 11.10 6.72 13.56 45,000 5 21 230 11 12 350 20 13.20 6.72 15.74 60,000 5 21 230 19 •Working pressure is the maximum pressure rating of the joint and is based on its capability to resist thrust due to internal pressure.If higher working pressure is required,check AMERICAN. Laying length is nominal 20'.Where exact lengths are required,contact AMERICAN.Minimum laying lengths for Flex-Ring&Flex-Ring End ppe is 1'-0"and for Flex-Ring End&Flex-Ring End pipe is 2'-0" t Dimensions subject to change at our option.Check AMERICAN if smaller or exact dimensions are required. tt Intended for Horizontal Directional Drilling{HOD)applications,so these pulling loads are for a fully deflected position.Flex-Ring pipe may be available for greater pulling loads than indicated in the tabulated values.Contact AMERICAN when higher pulling loads are required. ^Approximate radius of curve produced by a succession of 20'lengths of pipe fully deflected. ^^Based on weight of empty(full of air)Pressure Class 350 Flex-Ring pipe with standard cement lining immersed in water.Positive numbers indicate such pipe will float. Table No.9-2 14"-54" Worki Nominal A i B F Allowable Offset Empty Pipe Size n9 La�tYpin� O.D. Socket Bell Pulling Allowable per 20' Radius of Buoyancy in. Pressure" ff '" in. Depth 0.D.t Load Deflection Length Curve^ in Water psi in. in. lb.tt degree in. ft. (Ib/ft)^^ 14 350 20 15.30 7.38 19.31 75,000 4 17 285 27 16 350 20 17.40 7.38 21.08 95,000 3 3/4 16 305 38 18 350 20 19.50 8.20 23.70 120,000 3 3/4 16 305 52 20 350 20 21.60 8.20 25.37 150,000 31/2 15 327 69 24 350 20 25.80 8.96 29.88 210,000 3 12 380 104 30 250 20 32.00 9.63 36.34 220.000 2 1/2 10 458 175 36 250 20 38.30 9.63 43.10 310,000 2 8 570 266 42 250 20 44.50 10.84 49.92 390,000 2 8 570 359 48 250 20 50.80 12.37 56.36 500,000 2 8 570 484 54 250 20 57.56 12.74 63.90 650,000 1 1/2 _ 6 760 632 'Waking pressure is the maximum pressure rating of the joint and is based on its capabilM to resist thrust due to internal pressure.if higher working pressure is required,check AMERICAN.Pressure rating of the joint is limited by the pressure rating of the parent pipe. Laying length is nominal 20'.Where exact lengths are required,contact AMERICAN.See below for rrin'mum laying lengths for 14--48"Rex-Ring. t Dimensions subject to change at our option.Check AMERICAN if smaller or exact dimensions are required. it Intended for Horizontal Directional Drilling(HDD)applications.so these pulling loads are for a fully deflected Position.The tabulated values are basso on Pressure Class 350 pipe thickness.Contact AMERICAN when it may be desirable to use lesser pressure class pipe or when higher pulling loads are required.Rex-Ring pipe may be available for greater pulling loads than ndicated in the tabulated values. ^Approximate radius of curve produced by a succession of 20'lengths of pipe fully deflected. ^^Based on weight of empty(full of an Pressure Class 350 Flex-Ring pipe with standard cement lining immersed in water.Positive numbers indicate such pipe ell goat. Minimum Laying Lengths Size Flex-Bury& Flex-Ring End& in. Flex-Rung End Flex-Ring End 14 1'-6" 2'-0" 16 1'-0" 2'-0" 18 1'-6" 2'-0" 20 1'-0" 2'-0" 24 2'-0" 2'-6" 30 2'-0" 2'-6" 36 2'-0" 2'-6" 42 2'-0" 3'-0" 48 2'-6" 3'-0" 54 3'-0" 3'-0' 9-14 DUCTILE IRON PIPE A AMERICAN Ductile Iron Flex-Ring' Joint Pipe Assembly Instructions 4"-12" 1 J, 2 1 4 N 03,, ot. Prior to joint assembly,remove the packing operation is made easier by holding one end of material holding the split flex-ring onto the pipe. the flex-ring inside the bell as the remainder of (See "Field Assembly of Flex-Ring" if split flex- the ring is caulked into the socket.Correct seating ring is shipped separately.)Thoroughly dean the is generally ensured by a snapping noise as the socket locking groove as well as the Fastite gasket flex-ring springs into position. This should be recess and pipe plain end. In accordance with accompanied by visual or tactile inspection(the standard Fastite joint assembly instructions,insert flex-ring is painted yellow to aid in this inspec- the gasket and lubricate the pipe plain end,bevel, tion). (Note:When a visual inspection to deter- and inside surface of the gasket.With the pipe in mine the flex-ring position is not practical, such essentially straight alignment,assemble the plain as in an underwater installation, a feeler gauge end into the Flex-Ring socket until the spigot can be used to ensure the correct positioning of stripe disappears into the bell.The orientation of the flex-ring in the socket locking groove.It may the spigot stripe relative to the bell face is an inch- be necessary to move the entering pipe slightly cation of pipe alignment. to improve alignment if the ring does not readily 1.Tap the flex-ring into the socket begin- spring into the socket locking groove.) ning with one end of the flex-ring and progress- 2.The completed joint. ing around the joint as shown in Photo 1. This This bridge crossing illustrates design/construction advantages, in- cluding the deflection capabilities of AMERICAN Flex-Ring Joint Pipe. 9-15 , if i 0 DUCTILE IRON PIPE AMERICAN Ductile Iron Flex-Ring" Joint Pipe Assembly Instructions 4"-1 2" 1. ) , ' FIELD ASSEMBLY OF FLEX-RING DISASSEMBLY OF 4"-12"FLEX-RING If the split flex-ring is shipped separately,as- If disassembly of the joint is required,it may semble it onto the pipe spigot by spreading the be accomplished by inserting pins or nails into the Flex-Ring ends as shown above.Be sure that the drilled holes furnished in the flex-ring ends and flex-ring is oriented so that the small end is to- compressing the flex-ring firmly onto the pipe as • ward the pipe plain end. shown above. If desired, steel pins can be field welded onto the ends of common adjustable pliers,if such a disassembly tool is more desirable to the user. If axial movement or joint extension has occurred in the joint prior to disassembly, it may be necessary to move the spigot completely to the rear of the socket in straight alignment to allow the Flex-Ring to be compressed for removal. THE FOLLOWING INFORMATION PERTAINS TO 4"-54"JOINTS: NOTE:The AMERICAN Flex-Ring Joint al- line movement. (See also Section 7, Pipe- lows for joint take-up and flexibility after installa- On-Supports, etc.) tion.In most underground installations,including Depending on lob conditions and restrained pipe most restrained bend locations,this feature is ad- length,cumulative joint take-up can be substan- vantageous in that increased thrust-resisting soil tial,particularly in exposed or unburied piping ap- forces are generated. Also, expansion and con- plications.In this regard,joints may be extended traction due to temperature variations may be ac- after assembly to minimize further joint take-up commodated without excessive stress in the pipe in test or service.This will not prevent proper joint members. deflection. In any application where axial or The amount of joint take-up or line move- lateral movement may be undesirable, meet in buried restrained pipelines is substantially such as certain bridge crossings, certain limited by the surrounding soil.Therefore,system exposed or unburied piping applications, security and safety is maximized by filling and or certain connections of restrained pipe testing restrained sections of pipelines after back- sections to rigid piping,special provisions, filling as recommended by ANSI/AWWA C600, including effective joint extension, may be Installation of Ductile Iron Water Mains and Their necessary to control unacceptable pipe- Appurtenances and AWWA M41. 9-16 i i DUCTILE IRON PIPE A i 1 i i AMERICAN Ductile Iron Flex-Ring® Joint Pipe Assembly Instructions 14"-54" 1)Cleaning and Fastite gasket Lubricate the inside surface of the gasket insertion and the first four inches of the spigot including Thoroughly dean the socket restraining groove the beveled nose end of the pipe. Do not allow (nearest the bell end), the Fastite gasket recess, the lubricated spigot end of the pipe to contact and the pipe plain end, removing dirt, sand, ice, the ground prior to insertion. mud, or any other material which could prevent 3)Initial placement of Flex-Ring spigot the proper placement of the Fastite gasket and end into socket flex-ring. As in normal Fastite joint assembly, With the spigot in reasonably straight align- insert the gasket into the gasket socket groove ment and centered within the flex-ring(Photo 5), (1),Important: insert the spigot EA Fastite gasket until it contacts the must also be used, back of the socket because the rub- per normal Fastite berbacked flex-ring joint assembly(xocedue. does not perform (See Section 2 for any sealing function. additional detail on 2)Placement of the Fastite assembly the flex-ring in procedures.) When 2 socket and joint the weld bead is in proper assembled position fully • lubrication beyond the yellow Flex-Ring segments, every Remove the flex- segment will be trapped firmly between the weld ring from its container bead,the spigot,and the wedging surface of the and place it in the socket socket restraining Verify the correct positioning of the groove in gasket-like yellow Flex-Ring segments by visual in- fashion(Photo 2).The spection (or by "feeler" gauge if installed yellow restraining in conditions of poor visibility). 3 segments of the The segments will normally snap directly into the �. .� flex-ring must be correct assembled position. However,if any seg- oriented toward the ment should not come down firmly onto the pipe t, entering spigot. This at any location, deflect the pipe slightly in that • may be done by first direction, thereby allowing the segment to seat placing the flex-ring in itself correctly. '--' the socket groove by After joint assembly, the joint may be ex- forming one or more tended and then deflected within the range of al- inward or lateral loops lowable joint deflection for the size of pipe being 4 in the rubber backed assembled. \ ring(Photo 3).Work 4)Assembly of fittings all inward or lateral Flex-Ring pipe and fitting joints can gener- loops fully out- ally be assembled with the same tools and meth- ward and planar such ods used for many years with Fastite joints.When that each metal using a field-cut pipe to locate a fitting, it may segment fits reasonably be advantageous to use an uncut flex-ring spig- flush against the of end (with factory weld bead)and a standard wedging surface of the socket, and no rubber Flex-Ring in the fitting socket rather than using bulges or twists remain(Photo 4). a field-cut plain end and Field Flex-Ring with 9-17 DUCTILE IRON PIPE AMERICAN Ductile Iron Flex-Ring® Joint Pipe Assembly Instructions 14"-54" black-toothed gripping segments. A Field Flex- fore,system security and safety is maximized by Ring and cut pipe plain end may then be used in filling and testing restrained sections of pipelines the nearest pipe socket on either side of the fit- after backfilling as recommended by ANSI! ting.When possible,the use of standard flex-ring AWWA C600, Installation of Ductile Iron Wa- with yellow segments and factory spigots with ter Mains and Their Appurtenances and AWWA weld beads in the sockets of a fitting may allow M41. easier orientation or rotation of the fitting relative In any application where axial or to the pipe after assembly,if this is needed.(See lateral movement may be undesirable, Section 4 for additional detail on the assembly of such as certain bridge crossings, certain Fastite fittings.) exposed or unburied piping applications, 5)Joint extension after installation or certain connections of restrained pipe The 14"-54"Flex-Ring locking mechanism sections to rigid piping,special provisions, allows approximately one inch of free axial move- including effective joint extension,may be meat and also provides substantial flexibility after necessary to control unacceptable pipe- installation.However,the joints may be extended line movement. after assembly to minimize this joint takeup in test Depending on job conditions and restrained or service conditions. pipe length, cumulative joint take-up can obvi- In most underground installations(including ously be substantial,particularly in exposed pip- most restrained bend locations),joint take-up is ing applications. Where joint pre-extension is advantageous in that increased thrust-resisting necessary in a piping system, it may be accom- forces are generated. Also, expansion and con- plished by pulling or jacking the spigot away from traction due to temperature variations may be the socket until firm resistance is encountered. accommodated without excessive stress in pipe This will not limit joint flexibility.See"Restrained members. The amount of joint take-up or line Joint Pipe Assembly Extension Procedure"in this movement in buried restrained pipelines is sub- section of the Pipe Manual for more information stantially limited by the surrounding soil.There- concerning joint extension. • The versatile performance capabilities of AMERICAN Flex-Ring Joint Pipe are perfectly suited for projects containing a variety of conditions such as the hilly, rocky terrain shown in this photo. 9-18 4 DUCTILE IRON PIPE A , AMERICAN Ductile Iron Flex-Ring® Joint Pipe Disassembly Instructions for 14"-54" Flex-Ring Joints Flex-Ring joints may be disassembled if required using sharp wedges and 3/16"-1/4" thick dis- FLEX-RING BELL assembly shims. Flex-Ring disassembly sets are available from AMERICAN and are suggested SHIM for disassembly. These disassembly sets include STARTER two sharp steel starter wedges and an appropri- WEDGE ate number of "L"-shaped shims. The wedges are used to start the separation of the yellow �T11,,,r,,”ear Flex-Ring joint locking segments outward from �► the spigot while it is in the bell of an already as- sembled joint. The "L"-shaped shims are then FLEX RING SEGMENT hammered between the spigot and each locking Figure 1 segment. The thicker shims lift the locking seg- Starter shim and wedge arrangement ments entirely away from the spigot when fully for 14",18",and 20"sizes. inserted,and allow the spigot weld bead to pass under the locking segments generally located as FLEX-RING BELL shown in Figs.1 and 2.Step-by-step instructions follow: STARTER WEDGE SAGA 1. First straighten the joint as much as possible and push or pull the spigot back 0111111111ft into the bell until it "bottoms out" in the rear of the socket.(Fig. 3) 2. Hammer a starter wedge under a yel- low locking segment until an approxi- mately 1/8"gap is seen between the seg- REARING SEGMENT ment and the spigot. (Fig.4) Figure 2 Shim and wedge arrangement for 3. Hammer a second wedge(if necessary 16",24",30",42",48",and 54"sizes. to start the shims)under the other end of the locking segment as in step 2. FLEE-RING BELL BACKMDRMG STANDA/,% GA.41(ETRG iA8TI78 FLEX-RING SLID /. IV/I! �� /•�i� ��'tllilllllil+fr�i�i /i/ F4 EX.NING SEEAENT WELD BEN Figure 3 u�uv� VIFOGF 1111 ,LCXl,NO 3E,IMCNT- WEL6*AO Figure 4 9-19 r` DUCTILE IRON PIPE f:%�1 Figure 5 Vince 44F1�_ lI y1li111114' la iii�� SHIN =`I�1-1 Figure 6 4. With a large hammer (such as a six 7. Separate the joint.During joint separation, pounder)vigorously drive one or two"L"- it is generally best to pull the spigot straight out shaped shims under the locking segment of the socket.Extreme back and forth deflecting until the ends of the shims firmly contact motions of the spigot during joint separation can the spigot weld bead. (Fig. 5) Shims and cause shims to fall out of the joint and/or relock- wedges can be safely and firmly held against ing to occur. If the joint does not readily come the pipe as they are hammered using a block of apart,check to see if one or more of the segments wood or a board.Safety precautions such as the is in locking contact with the spigot weld bead.If wearing of safety glasses and keeping dear of the so,push or deflect the spigot back in that location hammer during striking should always be taken and add or replace shims as required. to avoid injury. 5. Remove the starter wedges from be- tween the locking segment and spigot, leaving the shim(s) in place. (Fig. 6) Note that the wedges are reused for each locking seg- ment. 6. Drive wedges and shims under all lock- ing segments as shown in steps 2-5. (See photo.) Check to be sure that the inner surface ,; of all segments will not interfere with the spigot weld bead during joint separation after inserting shims. Disassembly kits accompanied by instructions for use can be furnished by AMERICAN upon request. 9-20 A M E R I C A N Cast Iron Pipe Company Ductile Iron Pipe Qualification Report Date:March 9,2022 THE RIGHT WAY Customer: Project Information ACIPCO Sales Order/Release: D5E87451 Reed Trucking&Excavating Duvall Ave NE il Customer PO#: C3156-533 Hydrostatic Testing Size(in.) Class Test Pressure(psig) Remarks 12 52 500 Passed 12 50 500 Passed 12 52 500 Passed 6 52 500 Passed 8 52 500 Passed 16 52 1448 Passed Representative Mechanical Properties and Chemical Composition Pipe ID Mechanical Properties Chemical Composition% Size/Class Day Month Series Series Year Tensile Yield Elong CVNT CVNT C S Si Mg P Code Start End Cast KSI KSI % 70°F -40"F 12/52 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 12/52 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 12/50 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 6/52 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 8/52 17 11 1 202 2021 75.3 48.3 15.9 13.3 10.9 3.53 0.005 2.52 0.034 0.025 '16/52 23 10 524 1014 2021 79.6 45.6 17.0 11.3 8.1 3.42 0.006 2.53 0.035 0.021 This"Representative"report provides Mechanical and Chemical Properties of o ther pipes cast within the same relative timeframe as those supplied to the customer whose identification numbers are not available' 'Properties for 16"pipe are based on the actual pipe number ,i This is to certify that the above listed materials comply,where applicable,with the following standards: ANSI/AWWA C1041.421.4-linings J ANSIJAWWA C151/A21.51-Pipe V Ah` ca -a,-.- ` • Kerry Styron ` ,1 jar Q.A.Manager Ductile Iron Pipe email to Russ Williams Issue Number:02 QD-AA3F073 Issue Date: 04126/94 Revision Number 02 Revision Dale:10/06110 DATE March 8,2022 AMERICAN CAST IRON PIPE COMPANY Certificate of Material Origin P/O #C3156-533/05E8745 Certificate of Compliance AMERICAN Ferguson Waterworks Contractor= Reed Trucking and Excavating CUSTOMER Duvall Ave NW DESTINATION QUANTITY/Feet MATERIALS COATING-LINING 40 ft 12"class 52 Flex ring pipe / Double cement lining—Asphaltic Coating/ 740 ft 16"class 52 Flex ring pipe/ 280 ft 12"class 50 Fastite Pipe/ 40 ft 12"class 52 Fastite Pipe / 180 ft 6"class 52 Fastite Pipe', 40 ft 8"class 52 Fastite Pipe J Facility: The DI pipe covered by this certification are American Ductile Iron Pipe American-Made with all manufacturing processes Div.of American Cast Iron Pipe Company entirely within the United States of America.This 1501 31"Avenue North includes any initial melting,mixing,rolling and Birmingham,AL 35207 continue through the coating stage of the iron as required. A manufacturer of ductile iron pipe since 1955. WITH THE FOLLOWING SPECIFICATIONS: PER LATEST REVISION, DUCTILE IRON PIPE FOR POTABLE WATER-ANSIIA,WWA C150/A21.50 and ANSI/AWW'A C151/A21.51 / MJ,FASTITE,& FLANGE-ANSI/AWWA C111/A21.11 CEMENT LINING-ANSI/AWWA C104/A21.4;NSF61 listed / ASPHALTIC COATING-PER APPLICABLE ANSI/AWWA PIPE& FITTINGS SPECIFICATIONS/ ANY MATERIAL NOT COVERED BY ABOVE SPECIFICATIONS WILL BE PER MANUFACTURER'S STANDARDS. AMERICAN CAST IRON PIPE COMPANY DUCTILE IRON PIPE Division - 1(Iz6 Russ Williams,Project Coordinator ISSUE NUMBER: 01 QD-AA3F073 ISSUE DATE: 04/26/94 N0 , . -.. - — . - .4 4. . ,, . . 4 . . — . .4 ,.. . „ „ - . .. ..., ,, . ..4,,,.. . , 4 --„, „. „, - , 4,, 4 4,-. . _ . - _ — „ „ — _ 0 p. = rllllllllllitilrllrlllrrrill-,ittrilrelliiiiiiirlft-Ifrtfiltfila ttlliiiiiiiitiri a littlitilrlrll,J. I u ti lrlltllll u lltrtrtrrrrrlittrltttlllrilllirllllltl a 1ltilll a b rit_ Cam: UNITEC Corporation . . UlliMghlaeSillild.' . •�' _ 358 Upland Drive • Seattle,Washington 98188 = C ..... Tertifiratt of 11xt0 pt r t Iiin• _= ;G� _ _ Cam: ^o' This is to certify that L r7 �f�.cs r�-L scale(s) Co. . "4> Located at: , 1P4 7rr dad 1A I was (were) serviced on this 2U day of 7111.4 y 20 2-7, by an authorized representative of E Co;, o' = • the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. = • Cam' v� = A record of said inspection is on fife at the above address and in the offices of UNITEC CORPORATION. = CQ; 0 _ (206) 575-1100 = Cam; . p' = Iltiirllli1111TI1111111r11ItlIrI111111i117 a 1t1111111111Lr11111111111111111111111.rr111tt•rirlrl111111lrrl11111111111111111111e11111111111111i111t1111111111111t111111111— C /Q�/8\/Or4,11!"4/0�/\I I'41rar./a\!Pak/��/`/Q\/cI►��„ /r�'1 /a3..,�Z�� 04��03,►4sg\/0\/G\/0\/6\/G\%\/��/G+lam\(ti ° o a a i 0 AIRKEST Am Test Inc. LABOR AT OR IES Professional 13600 NE 126TH PL Analytical Suite C Services Kirkland,WA 98034 (425)885-1664 Mar 2 2022 SQUAK MOUNTAIN MATERIALS 10430 RENTON ISSAQUAH RD Attention: DMARYE DEDRICK Dear DMARYE DEDRICK: Enclosed please find the analytical data for your SQUAK project. The following is a cross correlation of client and laboratory identifications for your convenience. CLIENT ID MATRIX AMTEST ID TEST (1)5/8 Soil 22-A002567 MET (2)5/8 Soil 22-A002568 MET (3)5/8 Soil 22-A002569 MET (4)5/8 Soil 22-A002570 MET (5)5/8 Soil 22-A002571 MET (1)1 1/4 Soil 22-A002572 MET (2)1 1/4 Soil 22-A002573 MET (3)1 1/4 Soil 22-A002574 MET (4)1 1/4 Soil 22-A002575 MET (5)1 1/4 Soil 22-A002576 MET Your samples were received on Thursday, February 24, 2022. At the time of receipt, the samples were logged in and properly maintained prior to the subsequent analysis. The analytical procedures used at AmTest are well documented and are typically derived from the protocols of the EPA, USDA, FDA or the Army Corps of Engineers. Following the analytical data you will find the Quality Control (QC) results. Please note that the detection limits that are listed in the body of the report refer to the Practical Quantitation Limits(PQL's), as opposed to the Method Detection Limits(MDL's). If you should have any questions pertaining to the data package, please feel free to contact me. Sincerely, Aaron W. Young Vice President PO Number: NWA12756 BACT= Bacteriological MET = Metals NUT=Nutrients MIN=Minerals CONV= Conventionals ORG = Organics DEM=Demand P.1 Am Test Inc. Professional 13600 NE 126TH PL Analytical Suite C ANfir'EST Services Kirkland, WA 98034 (425) 885-1664 LABORATORIES www.amtestlab.corn ANALYSIS REPORT SQUAK MOUNTAIN MATERIALS Date Received: 02/24/22 10430 RENTON ISSAQUAH RD Date Reported: 3/2/22 , WA 98027 Attention: DMARYE DEDRICK Project Name: SQUAK PO Number: NWA12756 All results reported on an as received basis. AMTEST Identification Number 22-A002567 Client Identification (1) 5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 9.01 ug/g 1.1 EPA 6010D KF 03/01/22 P.2 1111 V' SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002568 AMTEST Identification Number 22-A002568 Client Identification (2)5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L.' METHOD' ANALYST 'DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 8.87 ug/g 1.0 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002569 Client Identification (3)5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q . D.L. METHOD ANALYST DATE' Acid Digestion Y SW-846 3050B KF 02/27/22 - Lead 8.70 ug/g 0.84 EPA 6010D KF 03/01/22 P.3 1'a SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002570 AMTEST Identification Number 22-A002570 Client Identification (4)5/8 Sampling Date Total Metals PARAMETER„ RESULT. UNITS Q.' D:L. - METHOD, ;ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 8.89 ug/g 0.80 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002571 Client Identification (5)5/8 Sampling Date Total Metals PARAMETER - RESULT UNITS : Q `.D.L.. ' METHOD' ANALYST DATE' Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 10.1 ug/g 1.0 EPA 6010D KF 03/01/22 P.4 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002572 AMTEST Identification Number 22-A002572 Client Identification (1) 1 1/4 Sampling Date • Total Metals PARAMETER RESULT UNITS Q D.L. METHOD , ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 13.6 ug/g 0.55 EPA 6010D KF 03/01/22 AMT EST Identification Number 22-A002573 Client Identification (2) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS- Q D.L.- METHOD ANALYST' DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 13.9 ug/g 0.85 EPA 6010D KF 03/01/22 • P.5 . W SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002574 AMTEST Identification Number 22-A002574 Client Identification (3) 1 1/4 Sampling Date Total Metals PARAMETER. ; RESULT UNITS, '.. Q D.L. METHOD. ANALYST " DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 15.4 ug/g 1.1 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002575 Client Identification (4) 1 1/4 Sampling Date Total Metals PARAMETER REAMS: UNITS Q - D:L: METHOD . • ANALYST .DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 15.9 ug/g 0.84 EPA 6010D KF 03/01/22 • • • P.6 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002576 AMTEST Identification Number 22-A002576 Client Identification (5) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 11.5 ug/g 0.66 EPA 6010D KF 03/01/22 Aar n . Young Vice President P.7 Am Test Inc. Professional 13600 NE 126th PL Analytical Suite C ANS-EST Services Kirkland, WA, 98034 (425) 885-1664 LABORATORIES www.amtestlab.com QC Summary for sample numbers: 22-A002567 to 22-A002576 DUPLICATES SAMPLE# ANALYTE UNITS SAMPLE VALUE DUP VALUE RPD 22-A002337 Lead ug/g 4.52 4.29 5.2 22-A002576 j Lead ug/g 11.5 13.9 19. MATRIX SPIKES SAMPLE# I ANALYTE UNITS SAMPLE VALUE SMPL+ SPK SPK AMT RECOVERY 22-A002337 ,Lead ug/g 4.52 21.2 20.0 83.40 % 22-A002576 Lead ug/g 11.5 37.0 35.0 72.86 % STANDARD REFERENCE MATERIALS ANALYTE UNITS TRUE VALUE MEASURED VALUE RECOVERY Lead ug/g 0.80 0.79 98.8 % BLANKS ANALYTE UNITS RESULT Lead ug/g < 0.02 P.8 • • . . .... .. .. ._ AmTest Chain of Custody Record 13600 NE 126u1PL,Suite C, Kirkland,WA 98034 • . • LABORATORIES Ph(425)885-1664 Fx(425)820-0245 • „ www.amtestiab.com • r • - Chain of Custody No._'— — 1 ' ./* Client Name &Address: .ic Vv.14(.-v,,('17.'),.,,/ ri-.L,4,1,,,,p,, ste, •,fr,,,i-i ,.3,.i:1.-/1- / c.1:1 6-.,:•.:c,./•.•.1.e--.2, Invoice To: -...- •Z...i2i),,•i,..1.,•1,.4,•„17-.}7.1 12/ 1 ! te, -. / i II%u r 7•,:.7-.-dit--"- , ..... Contact Person: rs,) , . •,• • i~ h. , Invoice Contact: r- i } 4) 7;.,-. •fill.ti it.=. iireir ,,,. , ;,,,‘ , ,. .,,i-,./,, 1/ ,, , v(. ./.;,; ,f\ , • • Phone No: "--2 ,.., /./0 1. e7!"<7--:", PO Number: f. - csi ;--, 7 --! 7...:-(:..ti 7 -.I id.:- ../M:7(:?„,/ .•): ; : i i :1.1 /i i z--/ 7 . Fax No:• Invoice Ph/Fax: • _ • . E-mail n.i!et--'-'\/L,,•,,(7. \-•A-l..i i e jt i I!. 7i i If i .1- Invoice E-mai1,n/ T/tl.c7 144/.. i i '1 J . Report Delivery: (Choose)Lthatpply) i Data posted to online account: YES / NO Mail I Fax /C Emajt-/ / Posted Online Web Login ID: / Special Instructions: . . • . Requested.TATz...(Rush must be pre-approved by lab) Temperature upon Receipt: 14-5 rttandardi RUSH ( 5 Day / 3 Day / 48 HR / 24 HR• ) Projea-Neine: c.... ./. Analysis Requested / vil._. • tn -0 Project Number: w cu c --c-3. 3. 76 E c x ;a BII CO Itz. g (i) (1) (a u 0 az ., . Client ID 4, ro E 0 u AmTest ID n •P 'Z' -e (35 characters max) ' • a . . 2- (07 (oC‘ S • . (.4fl 1 . . • 10 Li . . . . '771 .5 ' . . —7z. 1 ...... iliti — IS —^7- 2-S 7-1 7)- . . - . _. . _. . Lt -7c, . collctediRelinquished By: Date Time Received By: Date Time -7,/ „ / /,... •,',..-- ....,--:------ . .:•.',. --e.'..`;. 2......t- ill:/)4,.4 2-/iSti Z-Z, IfIS ,,z..x.-.2.r.;•f? ..:'•'•-,,,,-;‘.:-:- IlefinqUished By: Date ----Time Received By: • • Date lime Relinquished By: Date Time Received By: Date . Time • COMMENTS: . - . • . P.9 Truck Scale Report.St-Certification It 4 Date Tested: January 14,2022 CCOtb i RIG, ' Company ; Icon Materials a-maiiir Name and Asphalt Scale raysscalederek@yahoo.com • PO Box 8282 Address:, _ 4040 Kersey Way SE Bonney Lake,WA 98391 Balance on ' Size 0 I Min Grad: 20 lbs 120'x 10' Arrival: 1 Platform: Capacity: 60 ton I. .CLC:, ) 35 ton ( Scale: Unibridge Make: Rice Lake I Serial#: [ 1514200059 County: . King Number of 12 Scale Serial N/A Reg 820i Sections: . , #: i Element: Loaded :Test i. Scale Load Test Scale Postion Weights Indication ERROR Position Weights Indications ERROR As Found Section 10 Test Truck 32,840 0 Section 1 Test Truck 32,880 0 Section 11 Test Truck . 32,860 0 Section 2 Test Truck 32,860 0 Section 12 Test Truck . 32,880 0 Section 3 Test Truck 32,880 0 Section 4 Test Truck 32,840 0 Section 5 Test Truck 32,880 0 Section 6 Test Truck 32,860 . 0 Section 7 Test Truck 32,880 0 Section 8 Test Truck 32,840 0 Section 9 Test Truck 32,860 0 Strain Load Test _ _ _ Empty Truck Weight Test Weights Total Error 20,880 12,000 32,880 0 Condition upon Inspection Stands Good Deck Good Indicator Good. Cables Good Cell Good Bolts Good Printer N/A J-Boxes Poor Links Fair Guide Rails Good Scoreboard ,N/A Coping Good _ Remarks and/or Instructions _. . _. . ,, _ _ _ • Scale Technician' na d Agent#): , , . Owner/Operator - Derek Larsen . 6705 I - -Truck Scale Report-4 Certification .. .'. 1 IDate Tested: 1 January 14,2022 I CO "= ► 4 NC Company Icon Materials E-maim raysscalederek@yahoo.com and i Inbound Scale scaiederek@yahoo.com ys PO Box 8282 Address: ; 4040 Kersey Way SE Bonney Lake,WA 98391 Balance on ; Size • Arrival: 0 Min Grad: 6 20 lbs } t 80'x 10' • Platform: Capacity:: 1 60 ton (: .CLC 'j 50 ton # "Scale: ''1 Murphy Make:. - Rice Lake 1- Serial#: ,i B34429 County: 1 King Number.of 6 ' Scale Serial i N/A "Reg o § IQ 710 Sections:: -{ 1 _ _#: i Element: -.+ Loaded- Test - Scale, . _ . "" - Load- ' ,Test Scale Postion Weights Indication ERROR Position ,Weights Indications ..ERROR, , . As Found As Left Section 1 Test Truck 33,000 100 Section 1 Test Truck 32,900 0 Section 2 Test Truck 32,880 0 Section 2 Test Truck 32,880 0 Section 3 Test Truck 32,900 0 Section 3 Test Truck 32,920 0 Section 4, Test Truck 32,880 0 Section 4 Test Truck 32,880 0 Section 5 Test Truck 32,900 0 Section 5 Test Truck 32,880 0 Section 6- Test Truck 32,980 80 Section 6 Test Truck 32,900 0 Section 1 Section 1 12,000 12,000 0 Strain Load'Test . . _ Empty Truck Weight Test Weights Total Error 20,880 12,000 32,880 0 Condition upon Inspection Stands Good Deck Good Indicator Good Cables Good Cell Good Bolts Good Printer N/A 1-Boxes Good Levers Fair Guide Rails Good Scoreboard Good Coping Good --_ - Remarks`and'/Or.Instructions .` ' , :1'-' Scale Technician -` tur.' =,and Agent#)` '" Owner/.,Operator: - _ Derek Larsen ` : 6705 Truck Scale Report&Certification ��`art .- ` Date Tested: January 14,2022 4 ".'. . + 1116hf Company i Icon Materials E-mailEr raysscaiederek@yahoo.com Name and Outbound Scale Po Box 3282 Address: ? 4040 Kersey Way SE Bonney Lake,WA 98391 Balance on 0 Min Grad: 20 lbs Size 80'x 11' Arrival: Platform: Capacity: 60 ton CLC: 50 ton Scale: ; Suvivor Make: a Rice Lake Serial#: B34435 i County: King Number of Scale Serials 8QEH Reg 5IQ710 Sections: j #: L Element: Loaded Test Scale Load ` Test Scale Postion Weights indication ERROR Position Weights Indications ERROR As Found As Left Section 1 Test Truck 32,860 0 Section 1 Test Truck 32,860 0 Section 2 Test Truck 32,880 0 Section 2 Test Truck 32,880 0 Section 3 Test Truck 32,760 -100 Section 3 Test Truck 32,880 0 Section 4 Test Truck 32,880 0 Section 4 Test Truck 32,860 0 Section 5 Test Truck 32,860 0 Section 5 Test Truck 32,880 0 Section 1 Section 1 12,000 12,000 0 Strain Load Test - - Empty Truck Weight Test Weights Total Error 20,880 12,000 32,880 0 Condition upon Inspection Stands Excellent Deck Excellent Indicator Fair Cables Excellent Cell Excellent Bolts Excellent Printer N/A ' J-Boxes Excellent Levers N/A Guide Rails Excellent Scoreboard N/A Coping Excellent Remarks and/or Instructions Scale Technician (Signature and Agent#): Owner/Operator;' Derek Larsen #16705 , _ v v vvv vvvvvvvv vvvvvvvv vv vv v>�ivvvv vx 1 minim a 11111111111III111�IILIIIIIIttji LLLL_I_U!I.0 11111111 U 11111 11 111111111IlIllu l 111LIIIIIIIIIiL111111111Il_LI111111111IIIIIIJilll= CO E. :1 = UNITEC Corporation = C flirkiJnTe.....wdlIA� 1E., 358 Upland Drive • Seattle,Washington 98188 Co 1 = !Irrttfkak taf;JYt ii rtion I `�. 1 = This is to certify that 4 j /L lb' ci.-,y9o� gv o - )ch.scale(s) = C 1 = Located at:, cl/l,fio`f-- �;fri ' --I 6 ✓e-/ -4,m-v-pi,el--? _h i.A- g.-. Co o = (were) serviced on this dayof "C 2021 , by an authorized representative of _ C? = was 1 off _ _ ce. the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. = Q o _ _ C: off = _ 4�' • 0 = A record of said inspection is on file at the above address and in the offices of UNITEC CORPORATION. E. Co 1 = BY: Z Cv .C `._, C - o =_ (206) 575-1100 = C . =ifiTiTlaliifrlIlIII11 111 11 I rrn-rrlT n 71P�1TfT7I I1I 1 LlI L! II I1 in 1 Ifli1LiTLI I1 IT7111fiTfi II1 IlT II E. Cr /R ��/n� _O.—_ \/\/0\/0. qa.,, .e\/4\/c\/R./��/\/g\/0�/d� _o.—' /\/��/��I��►I<v►/��/�\/o\/d\q 0 o "Ski Aiilk IVWashington State Department of Transportation Request for A proval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 �„zatizl Section 1 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# 80 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdqtr./QPL HQ Use No. ProducUType Manufacturer or Pit Number Reference Code Code A44-A52 CSTC 518'Natural Sumner Pit B-231 7 C4 1 B6-B9 2 A44-A52 rsac>1,d"w,,., ce,,e .fG 7 04 ,Bb-Bg A43-A52 Bankun rawelfor Sumner Pit B-231 9-03.19 1, 2 A43-A52 Bank Run Gravel for Trench Backfill Sumner Pit B-231 9-03.19 1, 2 A43-A48,Gravel Backfill for B6-B9 Pipe Zone Bedding Sumner Pit B-231 9-03.12(3) 1, 2 A43-A48 Gravel Backfill for B6-B9 Pipe Zone Bedding Sumner Pit B-231 9-03.12(3) 1, 2 4 Project Engineer/Representative Date State Materials Engineer/Representative Date 1/31/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Provide Scale Cert. Delivery Ticket shall show bid item number and description Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 El Contractor ET Region Operations Engineer El Fabrication Inspection 0 Region Maleriais ❑State Materials Lab-MS 47365 Stoneway Concrete Technical Services Aggregate Sieve Analysis PROJECT: Internal Testing DATE: 1/26/2022 LOCATION: Sumner Sand & Gravel SAMPLE SOURCE: B-231 SAMPLE DESCRIPTION: 5/8" Crushed Surfacing Top Course Type 1G AGGREGATE SIZE: 5/8'r TESTER: Sean SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE RETAINED RETAINED PASSING 9-03.9(3) 3/4" 0.0 0 100 99 - 100 5/8" 0.0 0 100 1/2" 0.9 8 92 80 - 100 3/8" 2.7 27 73 1/4" 4.7 46 54 #4 5.5 54 46 J 46 - 66 #40 9.0 89 11 J 8 - 24 #200 9.7 96 4 J 0 - 10 PAN 10.1 100 0 WET SAMPLE: 10.6 TOTAL MOISTURE 5.0% DRY SAMPLE 1: 10.1 SE: 64% sj FRACTURE: 100% %Passing No.200 Dust Ratio: %Passing No.40 "The minmum percent passing the No.50 and No.100 sieves may be educed to 5 and 0,respectively,if the aggregate is to be used in air-entrained concrete containing more than 400 lb of cement per cubic yard or in nonair-entrained concrete containing more than 500 51 of cement per cubic yard(C 33 6.2) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Sieve size Percent Passing 1% 99.1001 1" 75.100 %" 50-100 9-03.9(3) Crushed Surfacing / No.4 20-80 Base Course p Count; KeystoneKeystoneNo 40 3.24 4 y T - Sieve a `° No.200 10.0 max, 1' " 99-100 Sand Equivalent 35 min. 1 1'" 80-100 3;" 99-100 %" 50.80 9-03.19 Bank Run Gravel for " 80.100 4 Trench Backfill No.4 25-45 46-66 4 Sieve Size Percent Ping No.40 3-18 8-24 221� 7r00 No.200 7.5 max. 10.0 max.4 No.4 22-100 %Fracture 75 min. 75 min. i No.200 0-10 Sand Equivalent 40 min. 40 min. 11 Dust Ratio: %max. I Sand Equivalent 30 min. 4 ASTM C 136 ASTM C 33 PROJECT: Internal Testing DATE: 1/26/2022 LOCATION: Sumner Sand & Gravel SAMPLE SOURCE: B-231 SAMPLE DESCRIPTION: 1-1/4" CSBC /Type 2G AGGREGATE SIZE: 1-1/4" TESTER: Sean SPECIFICATION SIEVE WEIGHT PERCENT PERCENT C059-03.9 SIZE RETAINED RETAINED PASSING Type 2G 1-1/4" 0.0 0 100 ; 99 - 100 1" 0.3 3 _ 97 I 80 - 100 3/4" 1.8 18 82 5/8" 2.7 27 73 \I 50 - 80 1/2" 3.8 38 _ 62 3/8" 4.5 45 55 #4 6.1 61 39 J 25 - 45 #40 9.4 95 5 J 3 - 18 #200 9.7 98 2 J 0 - 7.5 PAN 9.9 100 0 WET SAMPLE: 10.3 TOTAL MOISTURE: 3.9% DRY SAMPLE: 9.9 S.E.: 64% FRACTURE: 98% %Passing No.200 Dust Ratio: %Passing No.40 'The rmnimum percent passing the No.50 and No.100 sieves may be reduced to 5 and 0,respectively,it the aggregate is to be used In air-entrained concrete containing more than 400 lb of cement per cubic yard or in nonair-entrained concrete containing more than 500 lb of cement per cubic yard(C 33 6.2) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Sieve Size Percent Passing 111" 99-100 1" 75-100 4 9-03.9(3) Crushed Surfacing 14" 50-1004 �se Coin Top Course and Keystone No.4 20-80 Sieve Size Percent Passing No.40 3-24 No.200 10.0 max. 1 h" 99•100 Sand Equivalent 35 min.J 1" 80-100 'r K" 99-100 X" 50.80 K" 80-100 No.4 25-45 46 66 9-03.19 Bank Run Gravel for No.40 3-184 8-24 Trench Backfill No.200 7.5 max.'' 10.0 max. Sieieeag Perceikisin` %Fracture 75 min. 75 min. 2" 75.100 Sand Equivalent 40 min. 4 40 min. No.4 22.100 No.200 0-10 4 Dust Ratio: %max.1 Sand Equivalent 30 min.J YYt 1 1'1i -1 YYt Y�(�. YYri t- ?Tage by engineer WSDOT MATERIALS LAB o1/28/2022 Aggregate Source Approval Report Owner: Cava Materials Aggregate Source: PS-B-231 Lessee: Known as: Cava Materials Pit Located in: S 1/2 NW 1/4 Section 18 T2ON 125E County: Pierce Remarks: Mineral Agg.and Surfacing: Test Date: 04/15/2021 Expiration Date: 04/15/2026 Absorption:1.01 Apparent Sp.G.:2.745 Bulk Sp.G.(SSD):2.697 Bulk Sp.G.:2.67 Deg:66 LA:14 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. Aggregates for Concrete: Test Date: 02/01/2018 Expiration Date: 02/01/2023 ASR-14 Day:0.56 ASR-One Year:0.04 CCAAbsorption:1.18 CCA Sp.G:2.681 Deg:70 FCA Absorption:2.04 FCA Organics:1 FCA Sp.G:2.627 LA:12 Remarks: 1-Year ASR Results expire 12/19/2023 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap, Quarry Spalls,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: (Page added•by engineer 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: 02/01/2018 Expiration Date: 02/01/2023 Absorption:1.18 Apparent Sp.G.:2.735 Bulk Sp.G.(SSD):2.681 Bulk Sp.G.:2.65 Deg:70 IA 12 Remarks: • • Currently Approved for: Streambed Aggregate • Gravel.Borrow for Structural.Earth Walls: Test Date: 02/01/2018 Expiration Date:•02/01/2023 Bulk Sp.G.(SSD):2.681 Deg:70 LA:12 • Remarks: For geosynthetic reinforcement,the gravel borrow shall be tested for pH.prior to placement.For metallic reinforcement,the,gravel borrowshall be tested for pH,resistivity,chlorides,and sulfates prior to.placement. If the resistivity of the Backfill material equais;or exceeds.5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing may be required. Contact the Regional Materials Engineer"or the State Geotechnical Engineer for direction. Currently Approved for: Gravel Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill.for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) ti CPage added by engineer 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 Commercial Concrete Aggregate 6-02.3(2)B Washington State Ir/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01/28/2022 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# 081 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A27 A44 A52 Gravel Borrow Icon Materials-Auburn A-464 7-04 1, 2 , B6-B9 A44-A52. 86-B9 CSTC Icon Materials-Auburn A-464 7-04 1, 2 A44-A52 CSBC Icon Materials-Auburn A-464 7-04 1, 2 , B6-B9 Project Engineer/Reoresentative Date State Materials Engineer/Representative Date 1/31/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 21. Acceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Provide Scale Cert. Delivery Ticket shall show bid item number and description Gravel Borrow may be used for Gravel Borrow and Bank Run Gravel for Trench Backfill Remarks (HQ): CSTC may be used for CSTC, Bank Run Gravel for Trench Backfill and Gravel Backfill for Pipe Zone Bedding CSBC may be used for Bank Run Gravel for Trench Backfill and Gravel Backfill for Pipe Zone Bedding DOT Form 350-071 Project Engineer Distnbution Revised 03/2021 ®Contractor 0 Region Operations Engineer ❑Fabncation Inspection ❑Region Materials 0 State Matenals Lab-MS 47365 • ICON Summary Report Sample Information Sample No 1264637438 MO— Product Id 2380 Product Name Gravel Borrow %. Specification WSDOT 9-03.14.1 Gravel Borrow 80' Date Sampled 01/07/2022 09:00 n- Sampled By Skye Southward 80- Sample Type Investigative so- Sample Method Surge Pile - eo- Notes x. 2022 Submittal (B) 1g- 6... l . . ...... . .r ..T I E. I- . r'I 6 0 • S..A s. s. . 0+01E5+:0.16 000 066 060 t 42 060 210 0154266 002 Cu f49+Cc 079 Gradation Results Quality Results Date Tested Tested By Skye Southward Sieve %Passing Tolerances Test Result Unit Tolerances 4"(100mm) 100 99-100 FM 3.88 AASHTO 727/T11 3"(75mm) 100 SE 62 % 250 AASHTO T176 2"(50mm) 100 75-100 -#200(75um) 6.7 1"(25mm) 98 Grad Loss 0.0 % 3/4"(19mm) 94 Wash Loss(#200/75um) 4.5 % 1/2"(12.5mm) 88 3/8"(9.5mm) 82 #4(4.75mm) 71 50-80 9-03.12(3) Gravel Backfill for #to(2mm) 57 Pipe Zone Bedding Slay.Size Penzent Passing #40(.425mm) 25 0-30 11/," 99.100 #100(.15mm) 9 %Passing No.200 1" 75-100 #200(751.1m) 6.7 0-7 Dust Ratio. %Passing No.40 %" (o-100.) No.4 20-80 No.40 3-24 X No.200 10.0 max. Sand Equivalent 35 min. 9-03.14(1) Gravel Borrow Sieve Sire Parrett 9-03.19 Bank Run Gravel for 411 99-100 Trench Backfill 2" 75-100 No.4 50-80 f Per710411011/1 / No.4 22.100 No.40 30 max. J No.200 0-10 No.200 7.0 max. Dust Ratio: ti max. t/ Sand Equivalent 50 min. J Sand Equivalent 30 min. StonemontQQC 01/10/2022 CRH Americas Materials(AMAT) ICON Summary Report Sample Information Sample No 303028092 ma- Product Id 2350 Product Name 5/8"CS TC 84 Specification 9-03.9(3)Crushed Surfacing TC BD- Date Sampled 01/08/2022 10:00 71)- Sampled By Randy Mattson 66- Sample Type Investigative 5e, Sample Method Surge Pile ' 40- Notes 29 Submittal 2022 . 7 P- 10- H 0-... t . I 'i • r•... t . 1 . . r 9••9• I l r i ' I '. 6 1 , ti 5 a - i $. ae... a r+«"oo......i 0i01ES.023 030 106 OW 112 OW 463 015065 004 Cu 2123 Cc t W Gradation Results Quality Results Date Tested Tested By Randy Mattson Sieve %Passing Tolerances Test Result Unit Tolerances 1 1/2"(37.5mm) 100 SE 66 % _>40 AASHTO T176 1"(25mm) 100 Fractured Faces(>1) 95.0 % _>75 AASHTO T-335 3/4"(19mm) 100 99-100 Unfractured Faces(>1) 5.0 % AASHTO T-335 5/8"(16mm) 99 -#200(75um) 4.2 % 1/2"(12.5mm) 94 80-100 Grad Loss 0.0 % 3/8"(9.5mm) 82 Wash Loss(#200/75um) 3.6 % 1/4"(6.3mm) 67 #200/#40 0.25 #4(4.75mm) 60 46-66 9-03.12(3) Gravel Backfill for #8(2.36mm) as Pipe Zone Bedding #16(1.18mm) 32 Sieve Size Percent Pasta #30(.6mm) 21 1%" 99-100 %Passing No.200 1" 75-100 J #40(.425mm) 17 8-24 Dust Ratio: %Passing No. 5i" 50-100 #50(.3mm) 12 No 4 20-80/ #100(.15mm) 6 No.40 3-24 #200(75pm) 4.2 0-10 No.200 10.0 max 9-03.9(3) Crushed Surfacing _ Sand Equivalent 35 mina Base Course Crop Course,}nd keesterie Sieve Size Percent Passing 99-100 9-03.19 Bank Run Gravel for 1• 80-100 Trench Backfill 99-100/ 5080 80-100 J 2 1 75-100 No 4 25-45 46-66 t� No.4 22.100, No.40 3-18 8.24 / No. 0-10 • Dust Ratio: 9i1E1M111 No.200 7.5 max. 10.0 max.; tf Sand Equivalent 30 min. %Fracture 75 min. 75 min. / Sand Equivalent 40 min. 40 min. V ........,..._.. .......,....._,.Materials(AMAT) ICON Summary Report Sample Information Sample No 655576787 1125.. Product Id 2379 �-•-5 7 Product Name 1 1/4"CS BC aa- Specification 9-03.9(3)Crushed Surfacing BC xD- Date Sampled 01/04/2022 11:05 m- Sampled By James Begley go. Sample Type Process Control w- Sample Method Surge Pile ' - Notes ]0- 2022 Submittal 20- 0}... 1 ' ' 1""" I " r "'T 1 1 r 11 ' 11 9«505.n"m(."i 0101E51 GOON 224 050 755 000 1053 0150 005 Cu 2151 Ct 157 Gradation Results Quality Results Date Tested Tested By James Begley Sieve %Passing Tolerances Test Result Unit Tolerances 2 1/2"(63mm) 100 SE 73 % z40 AASHTO T176 2"(50mm) 100 Fractured Faces(>1) 98.0 % 275 AASHTO T-335 1 1/4"(31.5mm) 100 99-100 Questionable Faces(>1) 4.1 % AASHTO T-335 1"(25mm) 96 80-100 -#200(75um) 2.0 % 3/4"(19mm) 86 Grad Loss 0.0 % 5/8"(16mm) 77 50-80 Wash Loss(#200/75um) 1.3 % 1/2"(12.5mm) 66 #200/#40 0.23 3/8"(9.5mm) 56 9-03.12(3) Gravel Backfill for Pipe Zone Bedding #4(4.75mm) 37 25-45 #10(2mm) 25 Sieve Size Perm*Pawing 1 1%" 99-100v/ i 40(.425mm) 9 3-18 %Passing No.200 1" 75-100 / #100(.15mm) 3 Dust Ratio: %Passing No.40 %" SQ-100 #200(75pm) 2.0 0-7.5 No.4 20.801 No.40 3-24 1l No.200 10.0 max. J 9-03.9(3) Crushed Surfacin Sand Equivalent 35 min. If Top Course and Keystone Sieve Sete -• Passing 151" 99-100 1" 80-100 i 9-03.19 Bank Run Gravel for %" 99-100 Trench Backfill %" 50-80 f 5i�e K" 80 100 446 2" 7 5 No.4 25-45 46-66 No.4 22-100 No.40 3-18 1� 8-24 No.200 0-10V / No.200 7.5 max. / 10.0 max. Dust Ratio: ii max. 1%Fracture 75 min.1/ 75 min. Sand Equivalent 30 min. f/ Sand Equivalent 40 min. J 40 min. StonemontOC 01/08/2022 CRH Americas Materials(AMAT) Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pi... WSDOT MATERIALS LAB 01/31/2022 Aggregate Source Approval Report. Owner: La Manta Limited Partnership Aggregate Source: PS-A-464 Lessee: Icon Materials,Inc. Known.as: Auburn Pit Located in: SW1/4 SW1/4 SEC 28&29 Section 28,29,T21N R5E County: King Remarks: Mineral Agg.and Surfacing: Test Date: 10/17/2018 Expiration Date:10/17/2023 Absorption:1.26 Apparent Sp.G.:2.744 Bulk Sp.G.(SSD):2.686 Bulk Sp.G.:2.652 Deg:57 LA 14 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.• Aggregates for Concrete: Test Date: 10/24/2018 Expiration Date: 10/24/2023 ASR-14 Day: ASR-One Year:0.037 CCA Absorption:1.24 CCA Sp.G:2.68 Deg:72 FCAAbsorption:2.18 FCAOrganics:3 FCASp.G:2.624 LA 11 Remarks: Currently Year ASR(ASTM C1293)•results:0.037%.Results expire on 12/9/2025 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary'Acceptance tests need to be performed as necessary Riprap,Quarry'Spalls,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: 1 of 2 1/31/2022,9:43 AM Aggregate Source Approval Report. https://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A 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: 10/24/2018 Expiration Date: 10/24/2023 Absorption:1.24 Apparent Sp.G.:2.736 Bulk Sp.G.(SSD):2.68 Bulk Sp.G.:2.647 Deg:72 LA 11 Remarks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date:10/24/2018 Expiration Date: 10/24/2023 Bulk Sp.G.(SSD):2.68 Deg:72 LA 11 Remarks: Forgeosynthetic reinforcement;.the gravel borrow shall be tested for pH prior to placement.For metallic reinforcement,the gravel borrow shall be tested for pH,resistivity,chlorides,and sulfates prior to placement If the resistivity of the backfill material.equals or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing may be required.Contact the.Regional Materials Engineer or the State Geotechniral Engineer for direction. Currently'Approved for: Gravel Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval Is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1). Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) • Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B 2 of 2 1/31/2022,9:43 AM Ask 11F-7/1 washinvkinDepartmentstateof Ta"* tio" Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 01/06/2022 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 029B PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B17 ALL THRD ROD STS INDUSTRIAL Std. Plan - 10 106 A49-A53 SPEEDCRETE/REDLINE EUCLID CHEMICAL Std. Plan - 10 t 310.1 A43-A48, B6-B8, ETHAFOAM SHEETS ULINE S.P.7-04.2 3 B17 and B18 I Project Engineer/Representative `). �i Date State Materials Engineer/Representative Date 4'�— 1/20/2022 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. (7Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑X Yes ❑No Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 0 A pproval Withheld: See Remarks 11. Miscellaneous Acceptance Criteria. Remarks (PE): COR-TEN Steel Tie Rods per COR Std. Plan -310.1 Remarks Mortar for pipe joints and grade rings and casting for CB (HQ): Type 1 shall meet requirements of AASHTO M 85, Type I or Type II, per Std. Plan -200.00&WSDOT 9-04.3 Mortar for Manhole Risers shall meet requirements of ASTM C270 Type S, per COR Std Plan -106 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 A307 All Thread Rod.Galvanized BID ITEM B17 FOR HYDRANT RUNS M'' The ASTM A307 specification covers carbon steel bolts and studs ranging from 1:4'through 4'diameter.A307 is an economical low carbon material often manufactured using A36 rourtd bar Dimensional specifications 00•00 are governed by ASME 818.31.3.A307 all thread rod is available In hot dip galvanized finish,which provides a corrosion resistant zinc coating,The all thread rod listed on this page is domestic,melted and manufactured In the USA. E PRODUCTS GOVERNING STANDARDS ! MECHANICAL PROPERTIES CHEMICAL PROPERTIES GOVERNING STANDARDS SUBMITTAL REVIEW N6 Excep chs Taken -.. Make ram.,Nave Amend A hes.. AVM A30' Coves the mechanics and material requirements re itch series fastenersin oansetera opts _1< RnecMM-See Renwb Waimea r made or eaten steer having a minimum tensile stream/1 060 000 0.M IMPORTANT NOTICE iMS review daea not rexave Iris Caairadco fipn resppneitldriy t0 GUNNY S Centwm ASNE 818.31.3 Co �a nes the g and Emntnn.sional data Vino sates m ds teaded ro CDR-IN Basel Tie Reda par ` CO Roes.Specifications end COR SM.Plan-311.1 a It CNnppans tOy ASYE 81 r LING A hatches ttse thread rpm Seeps.ante.00ssance.tolerance.ant designation rot unreel screw C 1n.. �Q�a'�•[n, UNF Class 2.8 tivaas. 11114032 Diameter Tamed Veldt + 3> A307 All Thread Rod,Galvanized or The Euclid Chemical Company SPEED CRETE RED LINE kilt) RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL rn DESCRIPTION SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE O RED LINE is a proprietary formulation of blended portland cements,finely processed selected aggregates,and specific chemical additives that undergo a chemical"hyper hydration"and produces a stable, low permeability, x cementitious matrix. SPEED CRETE RED LINE can be"shaved"for detailed repairs. D PRIMARY APPLICATIONS m • Interior and exterior n • Vertical and overhead repairs • Used at no slump consistency • Outstanding repair material for concrete pipe,formed and precast concrete FEATURES/BENEFITS • Initial set in 8 to 20 minutes • High strength • Final set within 30 minutes • Excellent durability • Can be "shaved"to desired shape • Compatible with galvanic anodes TECHNICAL INFORMATION -^ m m The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. m Compressive Strength, psi (MPa)ASTM C109 Freeze Thaw Durability Factor ASTM C666 24 Hour 2,550(17.6) 300 Cycles 96.75% 7 Day 4,000(27.6) o 28 Day 5,700(39.3) Shrinkage 50%RH ASTM C157(3"x3"x11"specimens r Set Time,ASTM C266 were removed from molds @ 24 hours) Initial 8 20 Min 28 Day -0.069% m Final 15-30 Min Expansion 100%RH ASTM C157(3"x3"x11"specimens Split Tensile Strength,psi (MPa) ASTM C496 were removed from molds @ 24 hours) 7 Day 240 (1.7) 28 Day 0.142% 28 Day 290 (2.0) Flexural Strength, psi (MPa) ASTM C348 Scaling Resistance ASTM C672 7 Day 700(4.8) 50 Cycles 0%loss 28 Day 918 (6.3) Volumetric Resistivity 5,250 ohm-cm Appearance: Available in 6 shades of gray o N PACKAGING CA) op " m SPEED CRETE RED LINE is packaged in 50 lb (22.7 kg) poly-lined bags,and 50 lb(22.7 kg) pails cwo 0 v 3 A SHELF LIFE 4x 18 months in original, unopened packaging COVERAGE One 50 lb (22.7 kg) bag yields approximately 0.47 ft3(0.013 m3)when mixed with 5.5 qt(5.2 L) water 19215 Redwood Road • Cleveland,OH 44110 www.euclidchemical.com 800-321-7628 t • 216-531-9596 f DIRECTIONS FOR USE Surface Preparation:Concrete surfaces must be structurally sound,free of loose or deteriorated concrete and free of dust,dirt,paint,efflorescence,oil and all other contaminants.Mechanically abrade the surface to achieve a surface profile equal to CSP 6-8 in accordance with ICRI Guideline 310.2. Properly clean profiled area. Priming& Bonding (Saw Cut&Chipped Out Repairs): Thoroughly clean any exposed reinforcing steel,and apply DURALPREP A.C.to the concrete and the reinforcing steel within the repair area.Refer to the DURALPREP A.C. technical data sheet for full instructions. Alternatively, application of a scrub coat of SPEED CRETE RED LINE to the saturated surface dry(SSD) concrete surface may be used for bonding.The repair material must be placed on the scrub coat before the scrub coat dries out. Mixing: SPEED CRETE RED LINE will require approximately 5 to 5.5 qt (4.7 to 5.2 L) of potable water per 50 lb (22.7 kg) bag to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing container, then add the SPEED CRETE RED LINE, and thoroughly mix for no more than 60 seconds to a stiff, no slump, putty-like consistency. Mix small quantities of SPEED CRETE RED LINE in a clean pail with a hand trowel. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lbs. (45.4 kg). To fill patches 2" (5.1 cm) deep or greater, add clean, pre-dampened,3/8" (0.96 cm) size pea gravel. DO NOT USE LIMESTONE AGGREGATE.The mix ratio must not exceed 40 lbs. (18 kg) of pea gravel to each 50 lb (22.7 kg) bag or pail of SPEED CRETE RED LINE. Mixing procedure:Start mixer,load water,load pea gravel,and then load the SPEED CRETE RED LINE. MIX FOR NO MORE THAN 60 SECONDS. Application: For vertical repairs, place SPEED CRETE RED LINE in 1/8"-2" (3.2mm-50.0 mm) lifts.To ensure a complete bond with the entire surface,force the SPEED CRETE RED LINE firmly into the SSD area by hand or with a trowel. Slightly overfill the repair,and following initial set, shave the material to conform to the contour of the surrounding surface. Always shave SPEED CRETE RED LINE toward the common bonding edge between the repair mortar and the existing surface. Cure material using standard curing practices. Cold Weather Installation: Application at temperatures below 40°F (4°C) extends the set time. Heating the repair area until warm, using warm water for mixing, and tenting/insulating the repair area after application will increase strength development. Do not use direct heat on the repair after it is installed. Clean application tools and mixing equipment with water immediately following use. PRECAUTIONS/LIMITATIONS • Keep in covered storage away from all moisture. • Mix no more than 60 seconds. • Use only potable water with SPEED CRETE RED LINE. • Mix to a stiff, putty-like, no slump consistency. Do not add more water than recommended. • Do not apply SPEED CRETE RED LINE as a horizontal topping or as a tile setting mortar. • When necessary,follow the recommendations in ACI 305R "Guide t o r �,qr ACI 306R "Guide to Cold Weather Concreting". ITTI `A "IW • Do not re-temper or add sand to SPEED CRETE RED LINE. No Exceptions Taken • In all cases, consult the Safety Data Sheet before use. Make Corrections Noted Amend & Resubmit —X— Rejected-See Remarks Mortar for pipe joints and grade rings and casting for CB Type 1 shall meet requirements of AASHTO M 85,Type I IMPORTANT NOTICE:This review or Type II, per Std. Plan -200.00 &WSDOT 9-04.3 does not relieve the Contractor from responsibility to comply&conform Mortar for Manhole Risers shall meet requirements of with the Plans, Specifications, and ASTM C270 Type S, per COR Std Plan -106 Contract Documents. Gray t Osborne,Inc. CONSULTING ENGINEERS Rev.03.19 By. DRS Date•1/11/2022 WARRANTY:The Euci d Chemical Company l"Euclid")solely and expressly warrants that its products shall be free from defects in materials and workmanship for one(1)year from the date of purchase.Unless authorized in writing by an officer of Euclid no other representations or statements made by Euclid or its representatives.in writing or orally shall alter this warranty.EUCUC MAKES NO WARRANTIES IMPLIED OR OTHERWISE. AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME.It any Euclid product tails to conform with this warranty,Euctd will replace the product at no cost to Buyer.Replacement of any product shall be the sole and exclusive remedy amiable and buyer shall have no clam for incidental or consequential damages.Any warranty claim must oe made within one)t)year horn the date of the daamed breach.Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation information or instructions in Its product literature or on its packaging labels.Any installation of Euclid products which'ads to conform with such installation information or instructions shall void this warranty Product demonstrations,f any are done for illustrative purposes only and do not constitute a warranty or warranty alteration of any kind.Buyer shall be solely responsible for deterrninng the suitability of Euclid's products for the Buyers intended purposes. ULINE 700 Uline Way • Allentown, PA 18106 - PHONE (800)295-5510 • WEB uline.com FAX(800)295-5571 January 4, 2022 Ferguson Waterworks 2042 112th St S Tacoma, WA 98444 Hello Mark, This is the Specification Sheet for S-12856- Plank Foam without Adhesive- Non- Perfed, White, 48 x 96 x 2". • Flexible low-density polyethylene foam is highly resilient, shatter proof and tear resistant. • Water, fungi and mold-resistant closed cell foam. • FDA compliant for indirect food contact. • Non-perfed sheets, no adhesive. • Temp Range--78° a +101°C (-110° to +215°F) Please contact our Customer Service Department at 1-800-295-5510 if you have any additional questions. Sincerely, Andrea N. Customer Service Pennsylvania SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Contract Documents. 711) dray&Osborne, CONSULTING ENGINEERS By DRS Date: 1/20/22 CHICAGO •ATLANTA • DALLAS • LOS ANGELES - MINNEAPOLIS - NYC/PHILA • RENO SEATTLE • MEXICO • CANADA /11► Washington State �/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01/11)2022 Section I 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# 066/ 066A PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QFL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code Sand Eqa v.CSBS Squak i1ountam 9-03.14(1) Gravel Borrow 2 -03.21(1)C 10 Gravel Backfill 9-03.12(2) A32 for walls Squak Mountain - Issaquah,WA 9-03 21(1)C 10 Bank Run 9-03.19 B4.02 Gravel for Squak Mountain -Issaquah, WA C 1, 2 g-03.211 Trench Backfill ( ) A43.03.02 Pipe Zone 9-03.12(3) to Bedding Squak Mountain -Issaquah, WA 9-03.21(1)C 1, 2 A48.03.02, B6.04 to B8.04, 89.05 Project Engineer/Representative ..,-.- Date State Materials Engineer/Representative Date 1/13/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory OAcceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into project. 0 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10 Approval Withheld: Approval Withheld: not approved for Gravel Borrow or Gravel Backfill for walls 11. Miscellaneous Acceptance Criteria. Remarks Prior to use, provide toxicity testing and certification of (PE): toxicity characteristics in accordance with Section 9-03.21(1). Remarks Provide Scale Cert. and Daily Scaleman's Reports. (HQ): Delivery Ticket shall show bid item number and description. CSBC material can be used for Gravel Backfill for Pipe Zone Bedding (9-03.12(3)) DOT Form 350-071 Project Engineer Distribution Revised 03/2021 0 Contractor ❑Regron Operations Engineer ❑Fabncation Inspection ❑Region Materials ❑State Materals Lab.MS 47365 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 9-03.9(1) Ballast(for use as Gravel Borrow) Sieve Size Percent Passing Sieve Size Percent Passi t/ 2'6" 99-100 115" 99-100 2" i 65-100 1" 75-100 r/ %" 50-100 I 1" 2650- X 26-44 No.4 20-80 f _ No.4 1�7 No.40 16 max. 1/ No.40 3-24 f j No.200 9.0 max. J No.200 10.0 max. Dust Ratio: %max. Sand Equivalent 35 min.r Sand Equivalent 35 min. 1 U.S.Standard Sieve Opening in Inches U.S.Standard Sieve Numbers Hydrometer Results 100% 20 a a 3 Wirt is 'A as 10 16 20 so 40 50 ioo zoo 0% 90% . .. 1 • 10% 80% q ,� 20% L 70% \ % , , 30% 0 60% 40% N • $0% 1• . 50% d 40/o \ •` - 60% m ♦ v • 30% . . % �•`r , ' , . . 70% o 20% . . `''� .y`+ 80% 4 . 10% " 90% `qt�`_ 0% - ..'.,` 100% 1000 100 10 1 0.1 0.01 0.001 Grain Size in Millimeters Gravels Sands Cobbles Silts Clays Coarse I Fine Coarse \lcdium I Fme _ Date:01/06/22 Dlo=0.19 CSCSClassification %Gravel %Sand Sample#:20-198 Duo=3.25 GP-GM,Poorly graded Gra 61.8% 31.3% Sample ID:Squak Mtn CSBC De°= 11.87 Specifications Source:Stock Pile Cc=4.57 WSDOT 9-03.9(3)Base Course Project: Cu.61.02 Sample Meets Specs %Silt&Clay Location:Squak Mm Liquid Limit=n/a Yes 6.9% Boring#: Plastic Limit=n/a Fineness Modulus SE 56 Depth: Plasticity Index=n/a 5.46 Coarse Actual Interpolated Fines Actual Interpolated Section Cumulative Cumulative Section Cumulative Cumulative Sieve Size Percent Percent Specs Sixes Sieve Size Percent Percent Specs Specs US Metric Passing i Passing Max Alin US Metric Passing Passing Max Min 6.00" 150.00 100.0% #4 4.750 38.2% 38.2% 45.0% 25.0% 4.00" 100.00 100.0% #8 2.360 25.2% 3.00" 75.00 100.0% #10 2.000 23.2% 23.2% 2.50" 63.00 100.0% #16 1.180 19.5% 2.00" 50.00 100.0% #20 0.850 17.9% 1.75" 45.00 100.0% #30 0.600 16.8% 1.50" 37.50 100.0% #40 0.425 16.0% 16.0% 18.0% 3.0% 1.25" 31.50 100.0% 100.0% 100.0% #50 0.300 12.7% 1.00" 25.00 94.3% 94.3% 100.0% 80.0% #60 0.250 11.4% 7/8" 22.40 88.0% #80 0.180 9.6% 3/4" 19.00 79.9% #100 0.150 8.8% 5/8" 16.00 72.7% 72.7% 8004 50.0% #140 0.106 7.7% 1/2" 12.50 61.9% #170 0.090 7.3% 3/8" 9.50 52.7% #200 0.075 6.9% 6.9% 7.5% 0.0% 114" 6.30 42.9% #270 0.053 #4 4.75 38.2% 38.2% 45.0% 25.0% ( Copyright Spears Engineering&Technical S.n we,N. 19Ss-2".' 9-03.14(1) Gravel Borrow 9-03.12(2) Gravel Backfill for Walls 9-03.19 Bank Run Gravel Sieve Size Percent PassiSieve g Size Percent Passing for Trench Backfill 4" 99-100 4" i 99-100 Y Sieve Size Percent Passing 2" 75-100 2" 75-10-731, 4 22-66 - 2" 75-100 1/ No.4 50-80 X/--- No.200 5.0 max. X No.4 22-100 1 No.40 30 max 1t --_-____ __ - No.200 0-10 %Passing No.200 No.200 7.0 max. I Dust Ratio: %Passing No.40 %max. Dust Ratio: %max Sand Equivalent 50 min. i Sand Equivalent 60 min. X Sand Equivalent 30 min. f j Wa8141tmlent I1 Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 12/14/21 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 031A PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code 806,808,811 316SS BLTS& CAIN BOLT&GASKET 7-16 3 NEOPRENE GSKT -De6;ee45ecs, c** "wM44' AMERICAN DUCTILE '7 16 81"8" (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. 0 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 8 Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve contractor from his 316SS BOLT responsibility to comply&conform with the Plans,Specification,and STAINLESS STEEL Contract Documents. (TYPE 316) ,-sy Oeb G Er o.,,e,I,� CONSULTING ENGINEERS MECHANICAL PROPERTIES By DRS 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 304SS.316SS 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 3 1 6SS NUT does not relieve contractor from his responsibility to comply&conform STAINLESS STEEL with the Plans.Specification,and Contract Documents, (TYPE 316) glieb (ir&y 8r O borne,hair - 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 8100 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 31655 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 31655 NUT IS A 31655 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 Grew tie Osb ..e,i CON$JLTING ENGINEERS Bv. DRS Date:1/4/22 Temperature range: -20 deg f to +190 deg f Maximum pressure: 150 p.S.I. Tensile strength: 1000 p.S.I. Durometer: 55 to 65 shore a Elongation: 350% Neoprene is a good general-purpose gasketing sheet, as it will resist a wide variety of media. For additional information please contact the sales office. DISCLAIMER:PROPERTIES AND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. FAILURE TO PROPERLY USE GASKET MATERIAL COULD RESULT IN SERIOUS INJURY OR DEATH. m, Washington State -�/ Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 Section/Title of Project Duvall Ave NE County King I _ 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# 033A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQFL HdgtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B8 DI Pipe F-ittiRgs- American Ductile Iron Pipe 7-16 2 Also B6.01 B7.01 B17.07 B18.07 Project Engineer/Representative,— Date State Materials Engineer/Representative Date Lam` 12/28/2021 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. 2O. Acceptance Criteria: Mfg.Cert of Compliance for'Acceptance'prior to use of material. See Remarks 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment',WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10, Approval Withheld: 11, Miscellaneous Acceptance Criteria. Remarks (PE): Per Special Provisions 9-30.1(1) DI Pipe shall have Double Thickness Cement Lining -for 6", 8"12"&16"DI Pipe. Remarks 1-mil Thick Seat coat required. (HQ): All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and shall meet the requirements of AWWA C151. All ductile pipe shall be minimum Standard Thickness Class 52. Mfg. Cert. of Compliance shall meet requirements of WSDOT 1-06.3 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0 Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Slate Materials Lab-MS 4736S BID ITEM B08 SPEC REF 7-16 w.. .1 r • DUCTILE IRON PIPE A . AMERICAN Linings for Pipe and Fittings The principal standard covering cement lining is ANSI/AWWA C104/A21.4.This and other standards are referenced throughout this Section either by the full ANSI/AWWA designation or by only the AWWA numbering,such as AWWA C104. Along with technical and metallurgical 1.Cement Lined per AWWA C104. advancement in piping materials, research 2. Asphaltic Lined per AWWA C110, on lining requirements for pipe and fittings C115 or C151. has resulted in the development of linings to 3. Fusion-Bonded Epoxy (for meet many different service requirements. 4"-16"Fastite fittings) per AWWAA C116. AMERICAN offers several types of linings, 4. Special Lining-for unusual service the most common being cement lining. conditions Pipe anrii fittings furnished by BMFR!CAN are offered unlined or with linings as follows: Cement Lining Cement-mortar lining for ductile iron ANSI/NSF Standard 61 for potable water pipe and ductile and gray iron fittings for contact. water service is in accordance with ANSI/ Flow tests on cement-lined pipe under AWWA C104/A21.4. varying service conditions have established - — Cement-fined-pipe-is-alSo-furnished for that the T i- ;flia-ms-=flow-eoef#ieierrt- some sewage service and a number of other remains as expected at about 140,and flow applications.In fact,most pipe furnished is tests on cement-lined, large-diameter cement lined, providing improved flow AMERICAN Ductile Iron pipe have characteristics and the required protection confirmed flow coefficients much higher against internal corrosion. The cement than 140. lining is satisfactory for temperatures up to 212'F. If asphaltic seal coat is furnished, Handling Cement-Lined Pipe and the lining is only adequate for temperatures Fittings up to 150°F. For other services contact Pipe and fittings with cement lining AMERICAN regarding temperature should be handled with rubber-covered limitations of cement lining. hooks or other type equipment to prevent The first recorded installation of damage to the cement lining. Bare forklift cement-lined gray iron pipe was in 1922 at arms or bare hooks should not be inserted Charleston,S.C.This lining was developed into open ends. by the Charleston Commission of Public Works in cooperation with American Cast CharacteristicsA of Cement Lining Iron ripe COillpariy. Since this beginning, AWWA C104 allows for SU'rface crazing and AMERICAN has furnished most of its pipe cracks of a specified nature and magnitude. with cement lining. The lining is applied Occasionally cracks and looseness in linings centrifugally with the speed of rotation may occur prior to installation,particularly designed to produce a smooth waterway where pipe is stored for a considerable time. surface,minimal voids,yet retaining enough Many years'experience with cementlined moisture for proper curing. AMERICAN pipe and fittings has verified That this cement-lined pipe and fittings are listed by condition is not detrimental to the perfor- 11-1 DUCTILE IRON PIPE mance and effectiveness of the lining. AWWA C104 provides that damaged When a cement-lined pipe is placed in lining may be repaired, and the following service and filled with water,two reactions repair procedure is recommended: begin immediately. The first is a gradual 1.Cut out the damaged lining to the elimination of the temperature differential metal. Square the edges. between pipe and lining, thus eliminating 2. Thoroughly wet the cut-out area any stresses in the lining due to this and adjoining lining. condition. 3.With the damaged area cleaned and Secondly, the lining begins to absorb the adjoining lining wet,spread the mortar water into the pores of the cement and into (see recommended mix below)evenly over the capillary channels of the calcium silicate the area to be patched.(See Table No.11-1, gel.The water absorption causes the lining next page,for lining thicknesses.)After the to swell, restoring it to intimate contact lining has become firm and adheres well to with the pipe wall and virtually closing any the surface, finish it with a wet 3" or 4" cracks present in the lining. This swelling paint brush or similar soft bristle brush. process is relatively slow, taking up to 4. The repaired lining should be kept several weeks for the lining to be restored to moist by tying canvas,wet burlap,or other its maximum volume.This process has been wrap over the ends of the pipe or fitting for demonstrated on a number of occasions to at least 24 hours. As an alternative the the satisfaction of customers, contractors repaired lining may be seal coated with a and engineers by immersing a pipe or cut back type of asphaltic seal coating.This fitting in water for one or two weeks. must be sprayed or brushed on within five After a period of exposure to water, to 30 minutes after lining.To maintain NSF not only does the lining tighten against the certification, patch must be made using a pipe wall and the cracks close, but finally NSF certified cement for 4" pipe and larger, the surfaces of the cracks actually re-bond. or the patch must be topcoated with NSF This occurs by a process called autogenous certified asphalt paint. healing. This phenomenon, long recognized by the Recommended Cement Mix cement industry, has been documented by Cement mix by volume: 3 parts of laboratory tests to occur in cement-lined sand,2 parts cement. ductile pipe. In one test, a 48" ductile iron pipe with severely cracked cement lining Precautions was held half full of water for several 1.Mortar for lining should not be used months. At the end of that period, the after it has been mixed for more than one lining both above and below the water hour. surface was found to be tight, with all 2. Too rapid a loss of moisture from cracks either healed completely or sealed by fresh linings due to hot weather or high the formation of calcium carbonate. wind will prevent proper cure, resulting Field inspections of lines that have in the lining being soft and powdery. To been in service for many years have verified prevent this loss of moisture,(a)do not line the laboratory results; cement linings do hot castings and (b) close the ends of the tighten and heal in service and provide the castings with wet burlap. corrosion protection to the pipe and the 3.Fresh linings that become frozen will high flow coefficients for which they were not be serviceable.Avoid lining in freezing designed. weather. Field Repair of Damaged Cement Linings Cement lining will withstand normal handling;nevertheless,pipe or fittings may be found at times to have damaged linings which need to be repaired before placing in service. 11-2 ( s X 3 -1- y- -N -3- -N 3' Y Y -Y Y-Y Y ( ! Y Y Y X' X X-Y Y Y Y Y Y `C ir- .. r .- • SuBMr TAI REVIEW ( DI Pills shall have Double Thickness Cement Lining. • Nil Exceptions Taken } All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and --k Make Corrections Noted Y shall meet the requirements of AWWA C151. Amend d Resubmit All ductile pipe shall be minimum Standard Thickness Class 52. _ Rejected-See Remarks IMPORTANT NO ICE.This review does not relieve tractor from his responsibility to y 6 conform DUCTILE IRON PIPE ,A with the Plans.S ification.and r'.nntrart l)4 uments 411010 Orrisy I Cement Lining CONSULTING ENGINEERS ANSI/AWWA C104/A21.4 By DRS pate:12l21�21 Thicknesses and Weights Table No. 11-1 I Nominal Standard Thickness (Double Thickness Size Pipe Length I r 1J in. ft. Minimum Weight Weight Mirmurn Weigyto� i Weight Thickness Per Foot Per Length Thickness Per Foot j Per Nominal In. Ib I lb rr. b Length lb 4 18 Y.s 87 t 17 '%4 1.71 31 6 20 '/a 1.30 26 ° `is 2.57 51 i g3 I _9 I 17a t 3iS y , I 3.4-5 1 r9 1f1 3h !f 314 a '1. 4.28 86• 12 20 'Li 2.57 51 , J 5.12 102 I I l ! 1a WI air s l 6n -r:. 8.93 179 j I l 18 20 !! "/n 513 103 '/:4 10.19 204 18 20 f '/,2 5.75 115 '/•a 11.47 229 20 20 4/,2 6.40 128 'i•a 12 73 255 24 I 20 4,2 7.68 I 154 y a/:a , 15.31 306 I j 30 20 s 12.76 255 '4 25.42 o08 36 20 '4 15.31 306 '14 30.51 610 42 20 'is 17.32 356 '/! 35.53 7`1 48 20 'i9 20.3E 1 40( i 'ii 4U.bU 812 54 20 '4 22.89 I 458 '/4 45.68 914 60 20 '4 24.71 494 '/4 49.32 986 64 20 '4 26.35 l 527 . 'i, 52.61 1052 Weights are based on the minimum Siang sicknesses far minimum pressure classes of Paste ductile eon pipe. Actual lerx;ths and weights may differ from above. may t at,-:4/ nda. AMERICAN reccmrrenos the use of standard f ckress cement ii ing per ALMA Ct04 for ail normal nstatations. . ar.e' 41- ,�'�' 4 ''�� 1/irk Y I 1e 0 . li itir ' I Illgoopp .. f- .! This 64"Ductile Iron Fastite Joint water transmission main was furnished with standard cement lining for continuing high flow performance. I j 11-3 � Washington State �!/ Department of Transportation Request for Approval.of Material Contract Number FA Number N/A SR Duvall.Ave NE Date CAG 2O-065 - 12/16/2021. Section/Tide of Project • • Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor - This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For WSDOT Use Only • be returned for information.that was omitted: RAM.# 059&061 PE Use Bid Item 'Material.ar Name and Location of Fabricator, Specificatlon PE/QPL HdgtriQPL HQ Use No. ProductiType Manufacturer or Pit Number Reference Code Code ` 35, . . _52� CSTC :Black River Quarry • •4-04 10 . B6-B9 • • • • • • • Project Engineer/Representative Date State Materials Engineer/Representative Date C- � 12/16/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use.of material. • 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog.Cut Approved ❑Yes Q 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. c). APProval Withheld: Per ASA Report, source not approved for CSTC Miscellaneous Acceptance Criteria. Remarks (PE): • Remarks (HQ): • DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ID Contractor Region Operations Engineer ❑Fabrication Inspection ❑Region Materials El State Materials Lab-MS 47385 • 0 WSDOT MATERIALS LAB 12/16/2021 Aggregate Source Approval Report Owner: Kangley Rock&Recycling, Black River Aggregate Source. RS-A-516 Lessee: Known as: Kangley Rock&Recycling,Black River Located in: T23N, RANGE4E,SECIIONI4 Section 14 T23N R4E County: King Remarks: Tier 1 & 2 Recycled Concrete Aggregates (RCA). Acceptance is based on Toxicity Test Report & Certification of Toxicity Characteristics per 9-03.21(1) & Field Testing for Grading, Sand Equivalency and/or Dust Ratio per 3-04 &9-03.See QPL for further info. Mineral Agg.and Surfacing: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: NOT approved as an aggregate source for: ast - 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 Aggregates for Concrete: Test Date: Expiration Date: ASR-14 Day: ASR-One Year: CCA Absorption: CCA Sp.G: • Deg: FCA Absorption: FCA Organics: FCA Sp.G: LA: Remarks: NOT approved for: Coarse Concrete Aggregates Fine Concrete Aggregates 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 Spalls Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: Expiration Date: Absorption: . Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp,G.: Deg: LA: Remarks: NOT Approved for: Streambed Aggregate Streambed Aggregate Gravel Borrow for Structural.Earth Walls: Test Date: Expiration Date: Bulk Sp.G.(SSD): Deg: LA: NOT Approved for: Gravel Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywalls 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 Commercial Concrete Aggregate 6-02.3(2)B PROJECT: Internal Testing DATE: 12/9/2021 LOCATION:Black River-Quarry SAMPLE SOURCE:A-516 SAMPLE DESCRIPTION: RCA 5/8" Crushed Surfacing Top Course (Type 1G) AGGREGATE SIZE: 5/8" TESTER: Sean SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE RETAINED RETAINED PASSING COS 9-03.9 3/4" 0.0 0 100 100 1/2" 0.3 3 98 80 - 100 3/8" 1.1 11 89 #4 3.5 35 65 46 - 66 #40 8.5 85 15 8 - 24 #200 9.9 99 2 0 - 10 PAN 10.0 100 0 WET SAMPLE: 10.4 TOTAL MOISTURE: 3.8% DRY SAMPLE: 10.0 S.E.: 62% FM: 1.20 FRACTURE % 95% DUST RATIO: 10% 'The minimum percent passing the No.60 and No.100:loves may be reduced to 6 and 0.respectively,if tho aggregate is to be used In air-entrained concrete containing more than 400 lb of cement per cubic yard or in nonair-entrained concrete containing more than 500 lb of cement per cubic yard(C 33 6.2) " ■ �r Washington State • s" Depot-talent of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 . _ Section/Title of Project Duvall Ave NE County King Contractor 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. IRAM#' 060 PE Use Bld Item Material or Name and Location of Fabricator, Specification . PEJQFL HdgtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A35 CSTC Kangley Rock & Recycling 4-04 1, 2, A44-52, 1175, B6-B9 ASA . . Project Engineer/Representative Date State Materials Engineer/Representative . Date <--�` c- ` 12/20/2021 Acceptance Action Codes for use by Project.Engineer and State Materials Laboratory i() Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks. Acceptance Criteria: CatalogCuts for'Aece lance prior to use of material.Catalog CutA roved Yes P 'Acceptance' Approved ❑ ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'cir'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): Prior to use, provide toxicity testing and certification of toxicity characteristics in accordance with Section 9-03.21(1). Remarks rks Provide Scale Cert. and Daily Scaleman's Reports. Delivery Ticket shall show bid item number and description. DOT Form 350-071 Project Engineer Distribution Revised 03/2021 )4 Contractor 0 Region Operations Engineer 13 Fabrication Inspection ❑Region Materials 0 Slate Materials Lab-MS 47365 PROJECT: Internal Testing , DATE: 12/9/2021 'LOCATION: Black River Quarry SAMPLE SOURCE: A-516 • SAMPLE DESCRIPTION RCA 5/8".Crushed Surfacing Top Course (Type 1 G) AGGREGATE SIZE: 5(8" TESTER: Sean • SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE RETAINED RETAINED PASSING - COS 9-03.9. 3/4" 0:0 0 100 Ni 100 1/2" 0.3 3 • 98 4 80 - 100 3/8" 1.1 11 89 #4 3.5 35 65 J . 46 - 66 #40 8.5 85 15 d . 8 - 24 #200 9.9 99 •2 4 0 - .10 • _ PAN 10.0 • 100 0 • WET SAMPLE: 1 O.4-_._- TOTAL MOISTURE: '____._3 8%__._ DRY SAMPLE: 10.0 S:E.: 62% 4 FM: .1.20 FRACTURE %Q • 95%p • DUST RATIO: 10% 'The minimum percent passing the No.50 and No.100 sieves may be reduced to 5 and 0,respectively,if the aggregate is to be used in air-entrained concrete containing more than 400 lb of cement-per cubic yard or in nonairentrained concrete containing more than 500 lb of cement per cubit yard(C 33 0.2) WSDOT MATERIALS LAB . • 12/16/2021 Aggregate Source Approval Report Owner: Kangley Rack&Recycling, Black River Aggregate Source-A-51!) Lessee: Known as: Kangley Rock&Recycling, Black River Located in: T23N, RANGE4E,SECTIONI4 Section 14 T23N R4E County: King • Remarks: Tier 1 & 2 Recycled Concrete Aggregates (RCA). Acceptance is based on Toxicity Test Report & Certification of Toxicity Characteristics per 9-03.21(1) & Field Testing for Grading, Sand Equivalency and/or Dust Ratio per 3-04 &9-03.See QPL for further info. • Mineral Agg.and Surfacing: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: - Remarks: • • • NOT approved as an aggregate source 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 Aggregates for Concrete: Test Date: Expiration Date: ASR-14 Day: ASR-One Year: CCA Absorption: CCA Sp.G: Deg: FCA Absorption: FCA Organics: FCA Sp.G: LA: Remarks: • NOT approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Riprap,Quarry Spalls,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: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: NOT Approved for: Slteambed Aggregate Streambed Aggregate • • Gravel Sorrow for Structural Earth Wails: Test Date: Expiration Date: Bulk Sp.G.(SSD): Deg: LA: NOT Approved for: Gravel Borrow for Str Earth Walls ALL OTHER-PIT RUN-MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. • AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) • Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywalls 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 Commercial Concrete Aggregate 6-02.3(2)B WSJU -Materials Laboratory https_//www.wsdot.wa.gov/bizimats/QPL/(1YLProdinto.ctm?Product n... ®47 Washington State Department of Transportation Qualified Product List Product Information Manufacturer : Kangley Rock & Recycling, Black River, Renton - WA Product Name : Tier 1 and Tier 2 - Recycled Concrete Aggregate (RS- A-516) Standard Spec : 9-03.21(1)C, Recycled Concrete Aggregate Product Description : Tier 1 and Tier 2 - Recycled Concrete Aggregate is approved for the following aggregate materials; 9-03.1(4) Coarse Aggregate for Commercial Concrete (Class 3000), 9-03.10 Aggregate for Gravel Base, 9-03.12(1)B Gravel Backfill for Foundations Class B, 9-03.12(2) Gravel Backfill for Walls, 9-03.12(3) Gravel Backfill for Pipe Zone Bedding, 9-03.14(1) Gravel Borrow, 9-03.14(2) Select Borrow, 9-03.14(2) Select Borrow (greater than 3 feet below subgrade and side slope), 9-03.14(3) Common Borrow, 9-03.14(3) Common Borrow (greater than 3 feet below subgrade and side slope), 9-03.17 Foundation Material Class A and Class B, 9-03.18 Foundation Materials Class C, and 9-03.19 Bank Run Gravel for Trench Backfill. ********** For Tier 2 only - 9-03.9 Ballast and Crushed Surfacing; 9-03.12(1)A Gravel Backfill for Foundations Class A. See ASA for additional information. Product Restriction : Need to provide toxicity testing and certification of toxicity characteristics in accordance with Section 9-03.21(1). Acceptance Code 1175 Code Description : Acceptance is based on Toxicity Test Report and Certification of Toxicity Characteristics in accordance with Section 9-03.21(1) and Field Testing for Grading, Sand Equivalency and/or Dust Ratio in accordance with Sections 3-04 and 9-03. Last Updated : Sep 25, 2018 Contractors with WSDOT Click here for Contractor.Product Info Page Copyright WSDOT© 2016 I of 1 12/20/2021,8:53 AM S• WIWashington State Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE • ate CAG 20-065 Section/Title of Project Duvall Ave NE County. King Contractor Reed Trucking Excavating, Inc. Subcontractor This form shall be completed prior to submittal.If this form is not compete at time of submittal it may • For WSDOT Use Only be returned for information that was omitted. RAM# 065 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEJQPL HdgtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A3861i9 3'AC2 CSTC Tier 2 Squak Mountain 9-03.21(1)C 10 • A43.03.02- Bank Run Gravel for Trench Backfill 9-03.19 -A52.03.02 Tier 1 Squak Mountain-Issaquah • • • 9=03.21(1)C 1,2 B6-B9 Tier 1 Gravel Backfill for Pipe Zone Bedding: 9=03.12(3) 1;2 • • Squak Mountain-Issaquah 9-03.21(1)C • • • • • • • • Project Engineer/Representative Date State Materials Engineer/Representative Date • • 1/3/2022 - Acceptance.Action Codesfor use by Project Engineer and State Materials:Laborato y OAcceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 0 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. . 3. Acceptance Criteria:.Catalog Cuts for'Acceptance'prior to use of material:Catalog Cut Approved'❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. • 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'Or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. AcceptanceCriteria: Request Transmitted to State Materials Laboratory for Approval Action: 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. • 0.pproval Withheld: Reclamation facility must be on the QPL as a Tier 2 facility,per WSDOT 9-03.21(1)C. 11. Miscellaneous Acceptance Criteria. See below QPL pages,Squak Mnt out of Issaquah is not Remarks currently an approved facility, (PE): Remarks Remarks; (HQ): Prior to use, provide toxicity testing and certification of toxicity characteristics in accordance with Section 9-03.21(1). Provide Scale Cert. and Daily Scaleman's Reports. Delivery Ticket shall show bid item number and description. DOT Form 350-071 Project Engineer Distributlon Revised 03/2021 0 Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 WSDOT-Materials Laboratory Qualified Products List(QPL) https://wsdot.wa.gov/biz/mats/QPL/QPLProduciGiid.crm T' DepartmWY ent .eta tion Qualified Products List Standard Specification: 9-03.21(1)C Product Name 1_ Spec Title Manufacturer ___ __ _ I Tier 1 and Tier 2 - Recycled i Recycled Concrete I Central Pre-Mix (An Oldcastle Infrastructure Concrete Aggregate (RS-C-343) !Aggregate I Company), Spokane Valley-WA • Tier 1 and Tier 3 - Recycled ! Recycled Concrete I Tucci and Sons, Lakewood-WA I Concrete Aggregate (RS-B-352)—;Aggregate _ _ _ _ _ !Tier 1 and Tier 2 - Recycled Recycled Concrete Kangley Rock & Recycling, Black River, I Concrete Aggregate (RS-A-516) J Aggregate j Renton-WA ;I Tier 1 - Recycled Concrete I Recycled Concrete I I;Aggregate RS-F-211 1 Aggregate ;Cowden Gravel & Ready Mix, Bellingham-WAI ( ) j Tier 1 - Recycled Concrete ilRecycled Concrete ;American Rock Products, Richland-WA Aggregate (RS-R-189) ;Aggregate Tier 1 - Recycled Concrete I Recycled Concrete i A re ate RS-FN21) !American Rock Products, Pasco-WA j 9g -1 g ( - - - Aggregate Tier 1 - Recycled Concrete I Recycled Concrete American Rock Products Walla Walla-WA !Aggregate (RS-O-146) Aggregate ; ' !Tier 1 and Tier 3 - Recycled I Recycled Concrete I Concrete Aggregate (RS-C-345) I99re A ate Pro-Recycle, LLC, Spokane Valley-WA ! 9 Tier 1 - Recycled Concrete • i Recycled Concrete , IHolroyd Green Products Plant, Tacoma-WA Aggregate (RS-B-351) IA99 re ate I Tier 1 - Recycled Concrete I Recycled Concrete (Renton Concrete Recyclers, Renton-WA •Aggregate (RS=A-519) Aggregate j • Tier 1 - Recycled Concrete j Recycled ConcteBlake Sand &Gravel, Sequim-WA Aggregate _Tier 1 - Recycled Concrete I Recycled Concrete I Dickson Company, Tacoma-WA I Aggregate (RS-B-350)) 1 Aggregate I Tier 1 Recycled Concrete I Recycled Concrete Aggregate (RS-D-359) i Aggregate I Lenz Enterprises, Inc., Stanwood-WA Tier 1 - Recycled Concrete I Recycled Concrete Aggregate (RS-B-349) ;Aggregate I Corliss Resources, Inc., Puyallup-WA Tier 1 - Recycled Concrete , Recycled Concrete Corliss Resources, Inc.' Enumclaw-WA Aggregate (RS-A-518) A -re ate 1 __ Tier 1 - Recycled Concrete ; Recycled Concrete i Action Materials, Inc., Spokane-WA 1 Aggregate (RS-C-344) i Aggregate Tier 1 and Tier 3 - Recycled ; Recycled Concrete I (RS-D-360) I Fruhling Sand &Topsoil, Bothell-WA Concrete Aggregate ___ _ Aggregate _ _ !Tier 1 - Recycled Concrete i Recycled Concrete 1 II.V. Riley, Bingden-WA i Aggregate (RS-OR-90) Aggregate !___ _— _ _ Tier 1 and Tier 2 - Recycled I Recycled Concrete IStampede Sand &Gravel LLC, Easton-WA Concrete Aggregate (RS-S-312) _;Aggregate _ p Tier 1 and Tier 3 - Recycled I Recycled Concrete Miles Resources - Lakeview, Lakewood-WA •Concrete Aggregate (RS-6-353) J Aggregate• — Tier 1 and Tier 3 - Recycled I Recycled Concrete—I Reece Construction Company, Arlington-WA I Concrete Aggregate (RS-D-361) Aggregate 1 of 2 12/29/2021,8:45 A]V. WSDO'II-Materials Laboratory Qualified Products List(QPL) nttps:nwsaot.wa.govfolzJmatS/l1rLfllrLrroauctsuna.can Tier 1 and Tier 3 - Recycled Recycled Concrete Girard Resources & Recycling LLC, Concrete Aggregate (RS-A-517) Aggregate__ _ 1 Covington-WA 'Tier 1 and Tier 3 - Recycled Recycled Concrete [Girard Resources &Recycling LLC, Concrete Aggregate (RS-D-358) Aggregate Snohomish-WA Tier 1 and Tier 2 - Recycled Recycled Concrete Interstate Concrete &Asphalt, Elk-WA Concrete Aggregate (RS-C-346) Aggregate Tier 1 - Recycled Concrete Recycled Concrete Black Lake Resources, Littlerock-WA Aggregate (RS-J-217) Aggregate Tier 1 - Recycled Concrete Recycled Concrete Black Lake Resources, Grand Mound WA Aggregate (RS-3-216) Aggregate Tier 1 - Recycled Concrete ;Recycled Concrete Kitsap Reclamation & Materials, Bremerton- Aggregate (RS-I-118) Aggregate WA Copyright WSDOT© 2016 2 of 2 12/29/2021,8:45 AM ALLIANCE Alliance Testing Services (,,/ø \ PO Box 2377 TESTING Renton,WA 98056 425-757-0762 �,,,,,...., SERVICES Plant 1-Alliance Testing Services Product 68-Squak Mountain CSTC Name/Title Mike Costello/Manager Period: 01/01/2019-04/09/2019 Report Date 04/09/2019 Procedure Sieve/Test Result Unit 9-03.9.3 Crushed Surfacing TC AASHTO T11/27 3/4"(19mm) 100.0 % 100-100 1/2"(12.5mm) 89.4 % 80-100 #4(4.75mm) 49.7 % 46-66 #40(0.425mm) 13.3 % 8-24 #200(75um) 7.60 % 0-10 AASHTO T176 SE 53 >40 AASHTO T335 Fractured Faces(>1) 86 >75 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 9-03.19 Bank Run Gravel Sieve Size Percent Passing 1 for Trench Backfill 1W 99-1 — Sieve Percent 1" 75-100 / 7 - X'° 50-100 No.4 22-100 No.4 20 80 i No.200 0-10 No.40 3-24 Dust Ratio: %max.,/ No.200 10.0 max. Sand Equivalent I 30 min. I Sand Equivalent 35 min_ StonemontQC , . '•, Aillik V;mi Washington State I Department of Transportation Request for Approval of Material Contract Number FA Number NA SR Duvall Ave NE Date CAG 20-065 8/31/21 Section Witte of Project Duvall Ave NE COultY . 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# :03 . ' 'PE Use Bid Item Material.or Name and Location of Fabricator, Specification PEIQPL Mita:LPL HQ Use No. Product/Toe , ftianufactirer or Pit Number Reference Code Code • B8 Igni°g3dulZt7ngs Signia 7-16 B8 piTtrionficsint MJ Star Pipe Products. 7-16 :2: B8 Flangedgs Fittin Star Pipe Products 7-16 ,:1 it.. B8 Flank Gasket Americen Duddia Iron Pipe 7-16 :10, B8 Flank American Ductile Iron Pipe 7-16 10,° ' .Si MJ Fittings B8 gma 7-16 . . . B8 ;Piertrtg FNW Ofaiititi:tiniilliiij 7-16 - , , ,, .. . . . B8 Polypropylene Trumbull Endaieincint, 7-16 :3,, : Tubing Project Engineer/Representative,-----sy . , Date State Materials EnglneeriRefiresentatilie Date a -— . • ,, AcceptanceAction Codes for use by Project Engineer and State Materials Laboratory 1, Acceptance Criteria': Acceptance based.upon"Salle-factory Test Report for samples of materials to be incorporated Into project: . See requirements of . .1 .. , .• ®Acceptance Criteria: Mfg.Cart of Compliance for'Acceptance'prior to use of material.'"V,VSIVT:t.90:3; ', • "S.. Acceptance Criteria: Catalog Cuts for'Acceptance'prier.to use of material Catalog Cut Arcivred I,Yes 0 No 4, Acceptance Criteria: Submit Shop Dratrings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment'.'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 8. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory far Approval Action. 8. Source Approved: 9. Approval Withheld: Subniit samples for preliminary evaluation. .,. pproval Withheld: 1 '11'. Miscellaneous Acceptance Criteria. _ • Remarks 4—"-PR9- Wk (PE): i.1.-WrriiiELD4 - .1 _.,-, :- • •. ' .4. For F lenge;ROOM.Gaskets;shall be:neoprerie:(.'6una.,,.N;.dhllOririated biityli.br.cle.46.46iiea ii-4664e.15,er'SP..9-36#0)' Remarks .. . " (HQ): Ele•lia and nutekii 0 I Ifie.majleiple::Iron;GOrAtik or stainless. steel and conform i,tiine;r4riiiiro'n,onia.of!;P;i9.-401:?ciy.'•' ' - Ductile Iron pipe shall iave a loubie thick cement mortar lIning and a t 4nii-ifiialiseat at rifeleiiii0 the'requirenuiCf;AWWAti att DOT Form 350.4371' Project Engineer Diebribnilen Revised 03/2021 7rg Contractor OW=Operations Engineer I:Fabrication impaction 0 Rimlon Materials 0 Slate Materfale Lab-MS 47385 4111116.1 VFWWashington State Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 8/31/21 Section l Title of Project Duvall Ave NE County 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# PE Use Bid Item Materiel or Name and Location of Fabricator, Specification PEJQPL HdgtriQPL HQ Use No. Produclll'yee Manufacturer or Pit Number Reference Code Code B8 RFCA Romeo 7-16 B$ IrroDEP DPipe Sigma Sigma 7-16 ?' B8 Stargrip 3000 Star Pipe Products 7-16 • Date State Materials En lnee resentatlue Date Project Engineen�Representa8v®�; g NRep 11M2Q21, 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 -)Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of materialfeybDOT 1-06 3 ' Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved Died ❑No Acceptance Criteria: Submit.Shcp Drawings for Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected°or'Fabrication Approved Decal'material shall be used. 8. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: See,Remarks 11. Miscellaneous Acceptance Criteria. Remarks APPROVAL•WITHHELD; (PE). For'Flange FlthnglCóupler,Gaskets shall`be neopre nei•:Runal•Ni. Remarks chlorinated:duty►I',-'or-atbtK�inserted'rutihe�per:S:Pr9 0.20) (HQ): DOT Form 350471 Project Engineer Distribution Revised 0312021 11 Contextor ❑Region Operations Engineer ❑Fatsrication tnspectfcn ❑Raglan Materials ❑Slab Malnri'als Lab-MS 47365 BID ITEMS,A58":B06, B07, B08, B11, B12, B17, ems Qv E siGmAT,, Quality — Service—Commitment—Delivered. C110 DUCTILE IRON FLANGED FITTINGS i• r. • 04^: ze.,11117 1-3 46_4 s C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-64" MATERIAL; 1/0 Ductile Iron ASTM A536 Grade 60-42-10,65-45-12 or 70-S0-05. 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 0.53/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 rubber per S.P. 9-30.2(1) • en ordering, GASKET'S: • ccordance with ANSI/AWWA C111/A21.11&ANSI/AWWA C111/A21.11. • Also available in EPDM,NBR and CR, APPROVALS: • 2"-16"Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: /• Certified to NSF61 Standard including Annex G. • ANSI/AWWA C110/A21.10 Where applicable. • Other items are in accordance with manufacturer's standards. • 54"arid above Flanged Fittings are manufactured as 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 7UU Goldman Drive 80C ggg 2550 p VAVYki,sigl'iacci Gain Cream Ridge, NJ 08514 609 758 1163 f rnm-salestalsigmaco corn . . E SIGMATU Quality - Service- Commitment- Delivered. -BC 1 T 0.- --0 / • . . , ,..„. L.L.) p OD 0: mill 0: . . Size OD BC T Hole Dle. Bolt Size No.Botts 2 6 00 4 75 0.62 0.75 5/8 x 2 1/2 4 3 7.50 6.40 0 75 0.75 5/8 x 2 1/2 4 4 9.00 7.50 U.6 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 1.0D 0.88 3/4 x 3 1/2 8 8 13.50 11.75 1.12 0.88 3/4 x 3 1f2 8 10 16,00 14.25 1.19 1.00 7le x 4 12 12 19.00 17.00 1.25 1,00 7/8 x 4 12 14 21.GC 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 1.89 1.25 1 1/8 x 5 20 24 32.00 29 50 1.88 1.37 1 1/4 A 5 1/2 20 30 38,75 36.00 2,12 1.37 1 1/4 x 6 1/2 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 54 66.25 62.75 3.00 No Exceptions Taken 44 60 73,00 69.25 3.12 Make Corrections Noted 52 54 00.UU 76,0U 3,38 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 1114 Cir ray lit Osborne, Inc. •,:cw.il_JL'ING ENGINEERS Gaskets per S.P. 9-30.2(1). Include Mfg. Cert. of Compliance. By: ABZ/DRS Date: 9128121 Note:Cast Iron fittings available upon request 0 1 CO *) VVetgrits in POunC1S,Less accessories i Drmensions in incries • ; ....-,"m'. I September 2015 SIGMA Corporation www,sigmaeo,com I 3 APPIOVED Back to Contents ST PRODUCT BID ITEM 'B06, Compact MJ Fittings B07, Bos. B , B ANSI/AVVWA C153/A21.53 B17, 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL DUCTILE IRON PERASTMA536 PRESSURE: J 350 PSI RATING FOR 3"-24"SIZES AND 250 PSI RATING FOR 30'-48- TESTING: J IN ACCORDANCE WITH ANSIIAWWAC 153/A21.53 AND UL REQUIREMENTS I.AYINGI,ENGIU: IN ACCORDANCE WITHANSI/AWWAC153/A21,53.FITTINGS NOT LISTED IN ANSLAWWA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG WEIGI ITS: DO NOT INCLUDE ACCESSORIES,CEMENT LINING AND COATINGS FLANGES: FLANGED ENDS ON FITTINGS MATCH ANSI/AW WA C 115/A21.15 AND ANSI B 16.1 CLASS 125 FLANGES CEMENT LINING: J IN ACCORDANCE WITH ANSLAWWACI04/A2L4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSI/AW WA CI041A2 l A GASKETS: SBR IN ACCORDANCE WITH ANSIIAWWA C 111/A21.1 I(SEE PAGE 9) T-BOLTS/NUTS: LOW ALLOY STEEL IN ACCORDANCE WITH ANSLAWWACI t I/A21.11(SEE PAGE 9) APPROVALS: 4'-12"UNDERWRITERS LABORATORIES LISTED.UL/NSF61 AAVVVVA Include Mfg. Cert. of Compliance. L alliroe 'Agee In ' i ,. 1:0) , ,_ «Y ,..., k I i _., 4 F T , ..; i _ 10.05 4*-4r`1' "' `.J SUBMITTAL REVIEW X No Exceptions Taken Mechanical-joint dimensions-in. Make Corrections Noted ,Botts c SIZE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Amend g Rtions it 'ilz° No.1 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 1/2 4 ▪ 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 1' IMPORTANT NOTICE:This review x31/2 6 8 9.05 2.50 10.17 1027 9.15 11.75 13.31 1: does not relieve contractor from his x3 112 6 10 11.10 2.50 1222 12.34 11.20 14.00 15.62 1': responsibility tv comply&Conform 14x4 8 > 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 1J 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 1/2 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 2.; x4 1/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 2 i limy&C)sborner, Inc. x4 1/2 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 3' INSULTING ENGINEERS /4x5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39 ABZ/DR$ 9/28/21 1 x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 4t' 8y. Date" 1x6 24 42 44,50 4.00 45.79 45.96 44.67 50.62 53.12 52.1z 1.4o r.uu i.i ZU" 1 ,ud 1 1f4x6 1/2 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20° 13/8 11/4x61/2 32 Tel: (800)999-31109,(281)558-3000, Fax: (281)558-9000 Page 1 Qualified Product List hops:/vww.wsdot.wa.gov!biz/matsrQPL..QPLPrint.cfm?Product_no=20... Engineer's addition (product review supporting documentation) Washington State October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: 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 II).19r2O2 I, 12:37 PM • / STAR PIPE PROI)t�'CI,S Utility Pipe Fittings card ACc '7:)01ies I " ` � BID ITEMS 3 BO�i, Flanged Fittings � B07, B08, B11 , B12, Flanged i r B17, ANSI/AWWA C110/A21.10 ,, 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTM A536 PRESSURE: i 250 PSI ratiing for 1"-48"sizes and 150 PSI rating for 54"•64" TESTING: tJ In accordance with ANSI/AWWA CI 10/A21.10,UL and FM requirements Cilint.._ a LAYING LENGTH: 7'-48"sizes in accordance with ANSI/AWWA C 110/A21.10 and ANSI 816.1 and 54--64"sizes in accordance with ANSI/AWWA CI 53/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 C110/A21.10,ANSI/AWWA CI53/A21.53 and ANSI B16.1 Class 125 Ranges CEMENT LINING: In accordance with ANSI/AWWA C 104/A21.4-sizes 1"-3"single thickness and sizes 4"-64"double thicknessPor...... COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside 111111111111) APPROVALS: 4"-17'Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 7'and greater are UL/NSF•61 DIMENSIONS: Alt 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) 0 0 FM ; O AWWA ..""'" YLvUIk • � O o.o. • - t)% 0 r:4 o 0 sue twtuu, Zmiii FLANGE DETAILS NOM. 0.0. C. T 60LT HOLE IOUs SIZE 01A, SIZE NO. * I 4.25 3.'2 :Lse C_ ,x 2 4 inNriiiiiill * 1 'i4 5.00 3,88 0,56 C.62 ''A x 2 4 * 2 6 00 4,75 :).62 C.C.S `.>< 2 4 * 2'h 7.00 5,50 0.69 0.75 54x2's 4Pilikill 3 7.50 6,00 0.75 SUBMITTAL REVIEW 4 9.00 7,50 0.94 * 5 10.00 8.50 0 94 No Exceptions Taken 6 11.4I0 9.50 1.00Make Corrections Noted 8 13.50 11,75 1.12 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 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 25.0€) 1.69 responsibility to comply&conform 24 32.00 29,50 1.88 with the Plans, Specification,and 30 318.75 36,00 2.12 Contract Documents. 36 46.00 42.75 2.38 lift Eimmill 42 53.00 49,50 2.62 48 59.50 56.00 2.75 Gray&Osborne,, Inc. * 54 66,25 62.75 3.00 coNSULTING ENGINEERS * 64 73.00 69.25 3.12 * 64 B0.00 76.00 3-38 By: DRS Date: 10119121 Cr) .Not Included In AWWA C110 a REGISTERED'RAC MARL i)F 5TAR%PE PRODUCTS STAR'ME ReCOLPWS Gaskets per S.P. 9-30.2(1). ,4JI.si,NCQVQRAllt I IQu.HEE Fino-m�OD4tAl[mlag - mM MID Include Mfg. Cert. of Compliance. Page 37 n BID ITEMS B06. B08, B11, B12, 614. 615, B16, B17 DUCTILE IRON PIPE , AMERICAN Toruseal° Flange Gasket*** Full Face— 1/8"Thickness �„,„: t Table No.6-10 t Prc�ranc Gasket 1 Appro%unatr. Pipe Size „y lb Bolt iarquc" in, 35(.r 1(X) 6 350 .3 160 8 350 .5 150 to 350 .6 200 12 350 200 14 350 .9 250 16 350 1.1 250 18 350 1.1 3(3) 20 350 1.3 30() 24 350 1.6 400 30 250 2.1 4(X) 36 l 250 2.7 5(X) 42 250 3.5 503 48 250 4.1 5(X) 54 250 4.3 6(X) 60 250 6,4 6(X) 64 250 9.1 600 'Pressure rating desigtetso is maximum water wrrtctng.pressure and is based on the mawnurm,rang of G110, C115 or C153 flank gaskets AMERICAN TONAEle gaets meet the,yeecrpson of"sper r gaskets" ,vn in the apc x'ic a of AWWA Ct 10.C111,and C115,and'special gaskets-shown in die boar'of of A C'11. "Soh ta:F:e applicable arty 1c points vrirh Toraseal'av-icet. AMERICAN TontseaP gaskets are normally black and furnished of SBR rubber per ANSUAWWA C171/A21.11.This rubber compound is NSF 61 certified for contact with potable water end is otherwise physically superior to red rubber sometimes used with flanged joints.Other types of rubber are available on special order. Clean flange feces and faced pipe ends thoroughly prior to Installation.Do not use pint or gasket compounds with Torusealy gaskets(assemble Joints dry). it ad&ticn tc r,_,mil bunged:,pang.AMERICAN 7-:2.=r_til shets u.'e requiel'or„se'AI-susf,_+'cea r_rnt•,ar. ape:tally 0as krg-span,ns:alatons li,e.,opns,rnoMng 2 or 3 lengths of ppej.See 3e='1rei 7 for betas. s_ Fox use wrlh atanoarbl flange belts.Hclas match AWWA 0110,C111,and Cl 16&eve ailing_They also meld, certain flange&ling classes of AWWA C207 and ANSI B16.1 and 616.4C ilenges. 'AMERICAN Tcrusear baskets t'B Rick and are supplied twin dal raised lore tx6ts. 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 RI. and number of bolts and flanges' that could be subjected to unde- nuts are shown in Table Nos.8-3(Details and sirable beam loading.Torusear 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 Toniseaf'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 War 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- •N rebid n tfl��a sloawwa�n strength bolts should not be used when ar,:"°'"O a"'Qei Jl, 4e,,j a'r'"''� "'` -- graynPS,�y1 1x rIR rbtly,ll rrlr)�:�rN. gray iron flange is involved in the connection. Gaskets • • AMERICAN AMERICAN Toruseal'O gaskets are rec- • • Toruseal`Flange ommended for AWWA standard flanged wr 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 avallable for improved ring gaskets to be greater (the same as • • • joint performance.It is standard steel pipe outside diameters) than NSF 61 certified vastly superior to co- nominal. Any flat gaskets used for ductile Fse�tN � 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 r , Table No. 8-2 AMERICAN Tenra nt°Flange Gasket Fui-Face—Ncmnal 1if?"'hchresa—uua Preevue Gasket Approx.. SUBMITTAL REVIEW Pipe Size Meting' Welgnr Bar Torque— Plpe.. n. Patbs II-Ibs in. No Exceptions Taken ' 350 0.3 '°° 24 Make Corrections Noted 8 350 0.5 150 3 — 8 350 17.5 150 36 X Amend&Resubmit 10 350 0.8 200 e2 Rejected-See Remarks 12 350 0,8 200 411 14 350 00 260 54 IMPORTANT NOTICE: This review 16 350 1,1 250 60 does not relieve contractor from his 18 350 1.1 300 64 responsibility to comply&conform 20 350 1.3 300 with the Plans, Specification, and N.-- Contract Documents. r,,wa.,,r 4,9.M41b10.1r rtw4l1 $nVln ltHYv I:....11.44.I,-1.,.. 1 I Ai Mr.<'.1 Xu pL rt,.nvn+ugl ad r(15Nar. u 4N=Y_AH an Iv). "Crr torsi, wey tro trpd JX,ruNsl Ta.eod'0.1,1t 404 Coen Wee twee end racy POI WO tnnpiger wk.to netelsw.rip roil.m.3 om pnt, } cr y '&asb rlie, Inc. ii, e >bdb�b]IAN.fPt mien AH'Nn Gt1U.,:.t11.:.„tC:I IS +,i C:IW Anil NPI 111,1 1 dna ritfiA2 ingia. Irnnull'Ol,r"n"n,1'ea-nW'Mrn:trd FW tioy.,nine I4'-5.r xrra nxae CAM, CONSULTING ENGINEERS =dp.,nt,MMwin,fine bq.n:w.4Y.W .:11i)<.r:115 By: DRS Date: 10/19f21 8-3 BID ITEMS A48. B06, 807, B17. B18 P.O. Box 2727 . Birmingham,AL 35202-2727 Telephone: 1-800-442-2347 A , . Fax: I-8o0-442-2348 E-mail: adipcs@american-usa.com AMERICAN WWWAILISRICAN-U3A.0011 DUCTILE IRON PIPE AMERICAN Ductile Iron Pipe Product Submittal Package THE RIGHT WAY Cnvpr Page infnrmatinn Generated By: Mark Horvill Email: mark.horvilli@ferguson.com Telephone: 25328io39i Project Name: Duvall Avenue NE Project Location: Renton,WA This is to certify materials furnished an this project fry AMERICAN M771 comply with the A.Y9I,/AWWA Standards listed below. Some components and other materials,including but not limited to various fittings.flanges.gaskets,fasteners,and bolts/nuts may be globally sourced and not of domestic naanufteture. ANSI/A tilt:1 Standards arc the latest rrvi frn.y a.of(his date. Pipe clam and will&Liman may be higher than the speedeed project regrdremen In anordanoe with standard industry pr ell'*. Products Submitted in this Package Include: 1.Certificate of Compliance (pp) 2. Fastite Joint Pipe (pg.2) 'mil/AWWAC45°/its 3.Special Thickness Class (piu) ANSI/AWWAC15o/A2L. Printed 8127/2021 i:17 17 PM American Cast Iron Pipe Company quality Assurance PO Box 2727 AMERICAN Birmingham,Al 35202-2727 THE MKT OUT (205)325-7976 Certificate of Compliance To whom it may concern, This is to certify the pipe produced at this facility are manufactured (cast, lined, coated), tested, inspected and approved in accordance with all applicable ANSI/AWWA standards prior to shipment. SUBMITTAL REVIEW 44,6 No Exceptions Taken Make Corrections Noted Amend & Resubmit Ronald HayE X Rejected-See Remarks Manager of I IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans. Specification, and Contract Documents. Gray&Osborne, Inc. Please provide a Mfg. Cert. of Compliance that meets :0NSULTING ENGINEERS all requirements of WSDOT 1-06.3 and S.P. 9-30.1(1) By: AB2 Date:912012021 Duvall Avenue NE Submittal Package Page t DUCTILE IRON PIPE AMERICAN Fastite° Joint Pipe For Water, Sewage or Other Liquids wwr � .101•11111111111 -. 111011w- AMERICAN Fastite Joint Pipe in sizes plain end of the pipe is tapered or rounded to 4"-64" for water, sewage or other liquids has facilitate entry into the bell and self-centering the proven long-life and high-strength quail- in the gasket.On pipe cut in the field,the plain ties inherent in pipe produced centrifugally in end can be easily beveled and smoothed by the accordance with AWWA C151. In addition, use of a portable grinding wheel or other suit- this significant AMERICAN development, a able apparatus.Methods of cutting ductile iron dependable, single gasket push-on type joint pipe are described in Section 3. meeting the requirements of AWWA C111,af- A stripe Is painted on the plain end of fords the customer lower joint cost and time- AMERICAN Fastite Joint Pipe to provide a vi- saving advantages in installation, It provides sual means of checking the joint alignment and exceptional strength and flexibility and has to assure proper insertion. See page 2-10 for been widely accepted by engineers.contractors detailed assembly instructions. and utility officials since the 1950s. For added flexibility during construction,and for possible Fastite Gasket elimination of bends, a liberal 5" allowable The Fastite Joint sealing component—a deflection is standard in all sizes through 30", molded synthetic rubber ring gasket of two offering 21"offset in a 20'length of pipe.Lib- hardnesses, shaped to fit the configuration eral deflection can also be provided in larger of the gasket socket—is manufactured per all diameter pipe with standard and Special Fastite requirements of ANSI/AWWA C111/A21,11 Deflection Bells. and under AMERICAN's own rigid specifica- The patented AMERICAN Fastite Joint tions, assuring closely controlled dimensional embodies many advanced design features and and hardness properties.The smaller end of the is rated for a water working pressure of 350 psi. gasket is of harder rubber, approximately 85 For specific conditions,ductile iron piping with durometer hardness, which provides a strong this joint has been approved for much higher shoulder for self-centering on the gasket but- pressure conditions.The socket,which is sden- tress,a permanent seal against cold flow, and tifically designed with two gasket recesses and protection from deterioration. The larger end a dividing buttress, is manufactured to dose of the gasket is of softer rubber,approximately tolerances so that the gasket is self-centered, 65 durometer hardness, providing ease of as- securely confined,and firmly compressed for a sembly and positive sealing.The design assures permanent,tight,trouble-free joint.The Fastite effective sealing at low or high pressures and joint seal, bubble-tight under vacuum and ex- in straight or deflected joint alignment It also ternal pressure.becomes even tighter with the eliminates any concerns of infiltration or root application of internal pressure due to a spe- intrusion, and assures positive sealing against sally designed wedging surface in the socket. negative pressure, thus preventing gasket "pullout" should a vacuum be created in the Fastite Joint Assembly line. The bell opening is slightly tapered to pro- A taper on the inside of the gasket vide easy entry of the pipe end;the flared sock- allows the entering pipe to locate and center on et design permits liberal joint deflection. The the hard section and along with a coated and 2-6 Duvall Avenue NE Submittal Package Page z _.col DUCTILE IRON PIPE lubricated spigot reduces friction loads during for use in hot or cold'weather and will adhere to subsequent assembly. The snug fit and the wet or dry pipe.AMERICAN Fastite Joint Pipe hard section of the gasket,in conjunction with can be assembled when submerged,though for the design of the buttress,act to restrain the such installation,special AMERICAN undenva- gasket against dislodgment during assembly. ter joint lubricant Is recommended: See Table Additional internal pressure results.in increased No.2-5 for appropriate lubricant quantities. tightness of the seal when pipe is either in Straight alignment or deflected, Fastite Joint Materials Gaskets made of SBR(Styrene Butadiene Standard Joint materials'include Fastite Rubber) are standard.For Information on gas- plain rubber gaskets and a stifficient.supply of kets made of special types of rubber, for ap- Fastite joint lubricant..Fastite.pipes are most plications involving air or liquid temperatures in often readily joined with available excavating excess of 150'F, or for chemical, hydrocarbon equipment; however, assembly tools can be or other special service applications, and for supplied by AMERICAN on a loan basis with a Installations In contaminated soils where per- nominal deposit which is refundable upon re- meation through gaskets might be a concern, turn of boots in good condition. consult AMERICAN for recommendations.See • • Table 2-1. yCoating and Lining • • AMERICAN.Fastite Joint Pipe can be fur- Fastite Lubricant nished asphaltic coated,.cement lined, or with AVIERICAN Fastite Joint Lubricant is a special coating or lining where-required. See. non-toxic water soluble material imparting nei- Section 11. ther taste nor odor to,the conveyed water and is ANSI/NSF 61 approved:Thelubricant is suitable ,Ductlls•iron pipe shall fiave.0:d04bl'oAt41.0k cement mortar lining.and a'14riniljhick;sea l coat. meeting,the requireme ;of AWWA,IC104 • Fastite Gaskets Table No.2-1 Common Name service or Trade Name* Chemical Name Tampered/we" Common Uses Water g Sewer Air- Plan Rubber Styrene Butadisne 1513°F 150°F FroSh Water,Silt Wator. Copo1 mer(S8l Sanitary Sewage Plan Rubber Styrene Butadiene 150°F 150°F Eloetricol continuity for thawing ;conductive) Copelymer(SBIN of Service Water and'Sewage EPIJM Ethylene PrcpyIsne 212°F 200°F Water,Sewagd,Kelonee, plena Monomer Dilute Acids ar�d Alkalies, Vegetable Oil,Alcohols,Air Neoprene Polyclloroprane(CAI 200°F 150°F Fresh Wafer,Sewage' Nitrite Aorylcnrtrlle 150°F 15CrF Non-Aromatic IlycIrccertions, Sun^-N Butedrna1NBfl} Petroleum Oil,Hydrautic Fluids, Fuel CI,Fats,Oil,Greaset- Fhrorcietastorner FKM 212°F 30irF Aromatic hydrocarbons.Gasoline, Fkaorel Rera real Petroleum Froducts,moat Vltcrki ' Chlom'cals and Solvents;High Temp., Ai (Least permeable of a1 avatable' Fastite casket rubberal 'AMERICAN reserves the right to famish any Trade or Brand rubber for the chentfcat termination specified. ...Temperature is ai reference Mewl/eyed flurt.Lubricating oil in air can adversely affect SBR and EPoNt perfomeance. SBR,Nitrite and'Neoprene are not recommended for hot MO exposurein wastewater treatment systems.. ••Vilo,te is a reaisteied tradernark.of DuPont Dow Eiaitomers. Refer to Scrtikni 11 fartimpanatore and service capabilities of p'pc linings. Refer.higher temperaturesce utherspecial requirements to AMERICAN for recommendations regarding edtable.gasket material tlEris gasket nrbberns tbcnvrn1brrmntant in foe non-potable Wztcr usas shown but is not irS resstant to perineation In potable water applications as FKM. A9 Fastite baskets made from the materials irs the above taus are suitable for use with water containing normal concentrations of ebteramine.Where Increased resbtance to chloramnc is desired.neoprene or ffucroeiastorner materlars dr uid be countered. 2-7 Duvall Avenue NE Submittal Package Pages r.IN _ ,• . DUCTILE IRON PIPE AMERICAN Fastite® Joint for Ductile Iron Pipe ANSUAWWA C111/A21.1T Standard Dimensions ve. 7J04111iliiiiiiiiii - • 2,7,w,-., .., 2 EMI D LAYING LENGTH F' A Table No.2-2 Nominal Dimensions In Inches Ind Laying Outskie9iimeter Pepth'ofSocKet Ben 0.0. 4. 20 4.80 3.31 6.40 10' 20 11:10 3.75 13.12 ^, y i d5:¢i2 t0: 23 2Q. -3:75 2. 14 20 15.30 5.23 17.61 16 20 17.40 5.23 '19.74 18 20 19.50 6.50 22.16 20 20 21.60 6.50 24.26 24 20 26.60 6.50 28.50 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48:27 48 20 60.80 8.00 54.71 54 20 67.56 8.50 61.65 60 20 61.61 8.75 65.80 64 20 65:67 9.00 70.04 'D'ncrosior4! a{ect tochtu10o at cur opt on.ChOckAMERICAN IIacact 6,mon;ionstempted. Sea Sectiora3 for additional intimation an duatil9'Mcn pipe. see Seetbns 4 and Yfor Infr rrnstm an Fa tits f ngs. r 2-8 Duvall Avenue NE Submittal Package Page 4 DUCTILE IRON PIPE A AMERICAN Fastite® Joint Pipe Allowable Joint Deflection msommiligalgeli "'Milli '7- ---- — ---x Table No.2-3 Maximum Recommended Deflecticnt Nominal andard Bel Special D�letxbn Bed Sze Laying m. Length Ofh i y Rake Oeeai y Raore R 01 � k Curve Wirers' gn pMMSS ive' ft 4 20 21 230 - - - 6 20 21 5 230 - - - 8 20 2 t 5° 230 - - - 10 20 2t 5° 230 - - - 12 20 21 5' 230 - - - 14 20 21 5° 230 - - 16 20 21 5° 230 - - - 1B 20 21 5° 230 - - - 20 20 21 5° 230 - - - 24 20 21 5° 230 - - - 30 20 21 5° 230 - - - 38 20 17 40 285 21 5° 230 42 20 12 3` 380 21 5` 230 48 20 12 3° 380 17 4' 285 54 20 12 3° 380 17 4° 285 60 20 12 3° 380 17 4° 285 64 20 '2 3' 380 17 4` 285 -,corotunate radius of curve pco. ,;4 normal Imps of pipe fully deffected. 1 spacial Defection Beth must be ey:r_,r, ally c,:iereu..ind wit oe marked with+Mite hat taco for easy IrfenUscation. For sagest assembly.the joints snout/be lssernbied weh the pipe in reasonably straight aliwrnerr.After joint assembly,the pipe may he detected ao to the maxrnum shown shave.Offset i1tenoee we nasal CC 204f1lengths. Maximum Allowable Separation I Table No,2-4 \ \ Size S Seperetiun ! \ VI In. \ 4 Vs 6 e/,e L\ S a/, 10 '6/,e 12 176 \ 14 16/se \ 16 1V6 18 164, 24 2'/, 30 V, 36 Vs — 42 214 48 2V2 54 274 R=fiedued Curve ILI 60 3'/e 84 3% y.Daemon on Angle°veto Nomhal Laying t.a,gth A�rnun Akreable Separation.-8',inSeir J Bell type is lteclrs of Curve= 2 x'flews Il'-21 appromnecery equal to thermion pipe oerrrerer at hcnea Imes the aro of Ise dahckon argk.Thus is Iamided for iritor retc,'oriy arrd should not be used to detemine precise Ord d ilectk;n. 2-9 Duvall Avenue NE Submittal Package Page 5 AMERICAN DUCTILE IRON PIPE AMERICAN Fastite®i Joint Pipit Assembly Instructions The AMERICAN Fastite Joint is a push- ment.Joints can then be safely deflected up on type joint meeting all rigorous require- to the extent shown in Table No,2-3. In de- ments of AWWA C111, The ANSI/AWWA fleeted joints,the stripe will typically be visible C600 Standard covers in detail the installation to some extent after assembly. of ductile iron water mains,including assem- Easier assembly is effected if the pipe is bly instructions for push-on joint pipe. suspended an inch or so off the bottom of the Field-cutting of AMERICAN Ductile iron trench during the jointing operation. Pipe can be easily performed,thus eliminating The following instructions should be fat- the necessity for factory-made special lenglln lowed in order to properly assemble the joints of Fastite pipe.The plain end of Fastite pipe and to fully realize the maximum speed and cut in the field requires little or no preparation ease of assembly of the Fastite Joint: for assembly into the socket of a mechanical 1.Clean socket and plain end thorough- joint fitting.Where a cut pipe is to be assem- ly,removing mud,gravel,or any other matter bled into a Fastite socket,the required bevel- that might cause the front of the gasket to ing or rounding of the plain end can be easily protrude into the path of the entering spigot. accomplished by the use of a portable grind- 2. Insert gasket fully into the gasket re- ing wheel or other suitable apparatus. Meth- cess of the socket, large end of the gasket ods of cutting ductile iron pipe are described entering first. Gasket may be installed with in Section 3. one or two V-shaped folds as shown(Photo The AMERICAN Fastite Joint requires 1).After the gasket is in place at the bottom, only one joint component, the rubber gas- the top of the gasket is positioned fully into ket•, which when properly installed, fits the gasket recess. Gaskets and lubricant to snugly in the gasket recess in the bell socket. be installed in very cold weather should be A special lubricant supplied with the pipe is warmed first(as by storage in a heated equip- applied to the plain end and the inside surface ment cab or pick-up, etc.) for optimum as- of the gasket before assembly.The pipe end is sembly, tapered or rounded to provide self-centering 3. Apply a thin film of regular AMERI- of the plain end in the gasket and ease of as- CAN Fastite Joint Lubricant to the rounded or sembty. A circumferential stripe on the plain tapered spigot end of the pipe,the immediate end provides a visual Indication for checking outside pipe surface between the stripe and the proper Insertion of the Joint, The stripe, the nose of the pipe(Photo 2),and also to the shown in the photographs illustrating assem- inside surface of the gasket, Special AMERI- bly methods,passes fully into the bell when CAN Fastite Joint Lubricant intended specifi- the plain end is fully inserted into the socket tally for underwater or very wet installations with the two lengths of pipe in straight align- can be supplied when requested. Photo 1 Photo 2 '.3asiwz*not used if1 mediateby Mould be stored in a cool beaten,cast of dinact suraght, 2-10 Duvall Avenue NE Submittal Packager Page 6 DUCTILE IRON PIPE A Caution: If a spigot end contacts the gasket surface- For assurance of proper as- ground or trench side after lubrication, any sembly,a thin automotive,blade-type feeler adhering dirt or rocks should be cleaned off gauge can also be used if desired for quick and the area re-lubricated prior to assembly. and easy probe confirmation of correctly in- 4.Insert the plain end in the socket. For stalled axial gasket position around the joint. optimum assembly It is preferable that the 5, "Backwards" installation. AMERI- entering pipe be in reasonably straight align- CAN does not recommend "backward lay- ment: however,the Fastite Joint may be as- ing" (bells assembled over spigots. rather sembled if necessary with the pipe deflected than spigots inserted into bells as pictured in within its rated deflection.(Exception:If Fast- this literature) of large-diameter ductile iron Grip gaskets are being used, straight align- pipe in buried installations. AMERICAN can merit mug be maintained.) Push the plain furnish bell and plain end fittings to minimize end into the socket using any of the appli- the need for backward pipe laying.Other de- cable assembly methods described herelnaf- vices such as sleeves and couplings may also ter. If the joint cannot be assembled with a be employed for this reason.However,if this moderate force, remove the pipe and check condition cannot be avoided, we strongly for the cause of the difficulty, such as im- recommend that installers contact AMERI- proper positioning of gasket, insufficient or CAN for instructions on how to reduce the wrong type lubricant, dirt under or behind potential for problems that could occur when the gasket, dirt adhering to the pipe, or any assembling pipe in this manner. other cause which would result in obstruction or increased friction between pipe end and AMERICAN Pipe Assembly Mechanisms In general, Fastite joints or other Fas- tite gasketed pipes may be readily pushed or pulled together without the need for compli- cated tools or substantial manpower. This is .. most often accomplished with the procedures discussed on page 2-14.In general,the pints - - of AMERICAN push-on pipes are purposefully "tight." and most joints require an assembly force of about 100 to 200 pounds or more of assembly force per inch of pipe diameter(i.e. a 12"joint might require about 12 x 100 or 1,200 pounds of assembly force). Photo 3 In pulling operations. simply wrap a sound wire rope choker cable or nylon sling assembly direction(Photo 3). Continue pull- around the barrel of the entering pipe. Se- ing the cable in a smooth,continuous motion cure the thimble eye or other end loop of the until the joint is in the fully assembled posi- choker to a suitably anchored pulling device Lion.if desired for special conditions,AMERi- (e.g. backhoe, come-along, etc.). Use the CAN can furnish suitable,simple come-alongs mechanism to pull the cable taut in the and choker cables for manpower assembly of 2-11 Duvall Avenue NE Submittal Package Page 7 DUCTILE IRON PIPE rope and chain tackle(Photo 5)to attach all the rigging together to effect "double lime" assembly from the top of the pipe(Photo 6). li The snatch block pulley and twin line rigging ��1- 4 approximately doubles the accembly force � `�1. from the stiuii come-along,making possible the assembly of up to 64" full-length pipe Figure 1 joints from the top of most 4"-24"pipes(See Figure 1 and specify the pipe(Photo 7), pipe sizes involved). The joints may normally be disassembled " Fittings and Short in a similar manner,reversing the direction of Pipes the pull with the choker cable(Photo 4). It is Photo 6 also sometimes helpful to use rebating or wig- gling deflection to aid in the disassembly of push-on joint pipes, particularly when pipes have been installed for some time prior to re- moval. 30"-64" Pipe Photo T Push-on fitting or short pipe joint assembly is basically the same as that of standard length pipe,though special rigging may be necessary to hold these short Items reasonably stable for assembly.See also Push-On Fittings Assembly Instructions in Section 4. ter^> Field Rounding Occasionally,field rounding of pipe ends Photo 4 may be necessary to accomplish assembly, Large pipes are most often readily particularly when large-diameter pipes are pushed or pulled together with heavy exca- cut to be assembled into mechanical joints vating/earthmoving equipment available on- or couplings. Need for rounding In assembly site(see page 2-14).In cases where assembly of mechanical or stuffing-box-type joints can of pipes by manpower is desired,AMERICAN be predetermined by a difficulty in sliding the can provide special assembly tools and rigging gland or end ring over the end of the pipe. which can be used for assembling most pipes Rounding may be accomplished in the fol- of all sizes(Photo 5).These tools consist of a lowing manner using a mechanical jack and heavy-duty roller chain hoist,a steel pipe-end shaped blocks. (Note: This procedure may hook and snatch block, and associated wire also be used with the assemblies involving push-on joint pipe,fittings,valves,etc.;how- ever,rounding is less frequently necessary for assembly of push-on joints.) Photo 5 2-12 Duvall Avenue NE Submittal Package Page 8 DUCTILE IRON PIPE A 1. Measure/determine the minimum I (minor)diameter of the ends to be rounded. 2. Place the jack and the shaped blocks in line with the minor diameter as shown in the attached sketch using a sound 4"x4" spacer timber cut square to the required length to take up the space. lb 3. Apply a load carefully with the jack only until the "minimum diameter equals the maximum diameter." or until the gland will easily slip over the end. No more jacking should be attempted or necessary-DO NOT ATTEMPT TO PERMANENTLY ROUND END. 4. When no mechanical joint restraint device is used, carefully relax and remove Note: Field rounding operations should be the jack and timbers from the pipe after joint conducted without backfill on any part of assembly. large-diameter pipes and prior to encasing 5. When using a mechanical joint restraint any part of pipe in concrete. If the inside of device not manufactured by AMERICAN, the pipe cannot be accessed to remove jack- contact the applicable manufacturer of the ing materials, pipe ends can alternatively be restraint device regarding Instalabon guidelines. rounded using external clamping means. AMERICAN Fastite® Joint Lubricant Requirement by Size of Pipe Table No.2-5 Pipe See aPVrox•Pounds Approx..No.01 in. of Wbncant Joints per Pound per Jaunt ._ of Lutxicant_v, 4 ,03 33 is i A, •"- .{ 6 .045 22 i:11 t, '-4' 8 .06 17 - .27,, , " , 10 .07 14 ' 12 .08 12 • • ', 14 .09 11 16 .11 9 Olt 18 .12 8 20 .14 7 6 hst; v 0i 30 0 3 30 .1.� 3 36 .36 3 1r 42 .44 2 48 .50 2 54 .59 2 • . r'-� 60 .66 1 , r - f° '' 64 .71 1 64"AMERICAN Fastite Joint pipe being installed in a wastewater application. 2-13 Duvall Avenue NE Submittal Package Page 9 ADUCTILE IRON PIPE AMERICAN Fastite® Joint Common Assembly Methods In seeking ways to take even greater advantage of the cost-reducing features of the Fastite Joint,utility contractors have developed other methods of assembling this joint without special tools.The following methods are described for the information of the user,who may elect to use them at his discretion,keeping in mind that these methods may not be effective for all installations and under all field conditions. Spade or Crowbar Method This is applicable to the smaller sizes of AMERICAN Fastite Joint Pipe, and con- 1 r sists of centering the lubricated end of the entering pipe in the gasket and then push- ing against the bell face of the entering pipe with a spade or crowbar driven into the ground in front of the bell face. This ,� c method requires the trench bottom to be fairly firm soil.The method may not be ef- fective in a rocky trench or with a trench that is soft, muddy or sandy. A wooden Spade or Crowbar Method block between the bell face and the pry bar may increase the leverage. Easier assembly is effected if the pipe is suspended an inch or so off the bottom of the trench. Backhoe and Heavy Equipment Methods Is' These methods are usually applicable to the intermediate and larger sizes of AMERICAN Fastite Joint Pipe where the bar method might not be effective. It con- sists of centering the end of the entering pipe in the gasket as the pipe to be assem- bled is suspended from the backhoe.Then it can be pulled into the adjoining socket with the pipe sling by moving the backhoe arm toward the previously assembled pipe. In other instances,the pipe may be assem- bled — � by placing the backhoe or other earth mover bucket or blade against the bell face of the entering pipe and pushing it into the socket When pushing against the bell face, care should be taken to avoid very small contact areas and possible damage to the Backhoe and Heavy Equipment Methods pipe bells or spigots. Wood cushions be- tween the backhoe bucket and the pipe are particularly effective in preventing damage. 2-14 Duvall Avenue NE Submittal Package Page to ADUCTILE IRON PIPE AMERICAN Ductile/Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes S S . Table No.3-12 Sias Outside SPECIAL THICKNESS PASSES-Wata TMdcnNs Mn Imbue In. Dietnesur In. so 51 62 53 54 53 54 4 4.80 - 26 ,29 .32 .35 .38 .41 B / COO .25 .28 .31 J ,34 .37 .40 .43 > B 11 946 .27 .30 .33• .38 .39 .42 .45 10 11.10 .29 .32 .35 .38 .41 .44 .47 12 13.20 .31 .34 .37 .40 .43 .46 .49 14 15.30 .33 .36 .30 .42 .45 .48 .51 16 17,40 .34 .37 .40 .43 .46 .49 .52 18 19.50 .35 .38 .41 .44 .47 .50 .53 20 21.80 .36 .39 .42 .45 .48 .51 .54 24 25.80 .38 ,41 .44 .47 .50 .53 .56 30 32.00 .39 ,43 .47 .51 .55 .59 .83 36 38.30 .43 .48 .53 ,58 .83 .68 .73 42 44.50 .47 .53 .59 .66 ,71 .77 .83 48 50.80 .51 .58 .65 ,72 ,79 .86 .93 54 57.56 .57 .85 .73 .81 .89 .97 1.05 'Thew are Speed T Ic riees Classes as stron In AMA C 150 and tricknese classes,AMITdC"AN can furnish any thickness in between Ihei SUBMITTAL REVIEW major praleas. Special dames are most appnopriatey used to some"weaned,Too design conditions.end they ere garter*lam evakible than standard pn No Exceptions Taken For pressure rating and maximum depth at caper capeiatete of Spec oepabiltiies can be estimated by ttmpetiv Instal lhickpess and c eba Make Corrections Noted n-1 1.or may he calculated by Leung the design tafmulas shown in ANMr Amend &Resubmit X Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans. Specification, and Contract Documents. Oft Ductile iron pipe shall have a double thick cement err 8r Osborne, Inc. mortar lining and a 1-mil thick seal coat meeting the CONSULTING ENGINEERS requirements of AWWA C104 per S.P. 9-30.1(1). By: ABZ/DRS Date:9/28/21 Include updated Mfg. Cert. of Compliance. r 3-20 Duvall Avenue NE Submittal Package Page it. BID ITEMS B06, B07, B08, B11, B12, B17, © 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: ii 350 PSI Water Working Pressure(CLASS 350)3"-24": 250 PSI 30"-48" TESTING: In accordance with ANSI/AWWAC153 I 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/A21.53(3"-48") CEMENT LININGVIn accordance with ANSI/AWWAC104 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, - ... 4 14 a WIND M! C D B.C. A E MECHANICAL JOINT DETAIL: SUBMITTAL REVIEW )EYRIES Size A B B.C. C D E T T -A-- 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 --�j 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 7/8 17.88 17.88 1.00 .73 responsibility to comply&conform 5.5 14 15.30 3.50 18.75 7/8 20.25 20.25 1.25 _79 P tY P Y8.0 -->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 7/8 24.83 24,75 1.38 1.00 Contract Documents. 8.0 20 21.60 3.50 25.50 718 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 1.0240) 8.0 30 32.00 4.00 36.88 1 1/8 39.12 39.12 2.00 1.54 �>tb Osbor-nee hike. 8.0 36 38.30 4.00 43.75 1 1/8 46.00 46.00 2.00 1.70 Y 8.0 42 44.50 4.00 50.62 1 3/8 53.12 53.12 2.00 1.45 CONSULTING ENGINEERS 48 50.80 4.00 57.50 13/8 60.00 80.00 2.00 1.45 I B.0 8,0 By: ABZJDRS Date:9/28/2021 Weights in pounds Dimensions in inches All 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 I SAE J995 GRADE 2 Features • For 150#&300# SI Flanges — • Lengths for •.'•-•• Two Flanges' • Material arbon Stew41 • Finish:Zinc'r r�i " .. r • Sizes:112"to 24'(150#), 1/2"to 12"(300#) Standards ,..: . (:). • Bolts: 1 o Material-ASTM A307A Grade A \I 11 —f o Dimensions-ASME B18.2.1 r o Thread-Class 2A 71111 ir -, 1 b• Nuts: o Material-SAE J995 Grade 2 o Dimensions-ASME B18.2.2 o Thread-Class 28 - - : 0 Bolt Properties • Tensile:60 KSI Minimum f 50#Pack Quantities&Bolt Sizes(inches) • Elongation: 18%Minimum 1/2 can oty Nut t]t1r Diameter 2.13Bolt Length • Hardness:69-100 Rb 3r4 4 , 1i2-13 2 141 1-1,4 4 4 112-13 2-114 •eased on 1/16"raised face and la"gasket 1.1/2 4 4 112-13 , 2412 2 4 4 513.11 2.314 2-112 4 4 58-11 3 3 4 4 5/8.11 3 4 8 8 518.11 ' 3 5 8 8 314-10 3.1r4 8 8 8 34-10 3-114 Figure Number Matrix 8 8 a 314-10 3-112 1J? _ 12 12 _ T18.9 4 FNW NBS T j Si SUBMITTAL REVIEW 1 r 1 — FINISFi FLANGE SIZE CODE 1 No Exceptions Taken Zinc=Z 150#a 1 1/2=0 8=U i rl=3 314=F a=x e Make Corrections Noted 1-1/4 1•M 10=10 $I X Amend&Resubmit 12=12 Rejected-See Remarks 1.112=J 14=14 Ss 2=K 16,16 11 IMPORTANT NOTICE: This review 2.112=1. 18=18 1' does not relieve contractor from his 4 p 24 = .; responsibility to comply&conform 5=S with the Plans. Specification, and Nolo: Milian are up to it only. 2-' Contract Documents. i Bolts and nuts shall conform to S.P. 9-30.2(1), including j Gray 8r Osborrir, inc. size and length with AWWA C111/A21.11. CONSULTING ENGINE ENS Include Mfg. Cert. of Compliance. ? By: ABZ/DRS Date:10/19/21 2017.FNW. All rights reserved. The FNW,ogo is a trademark of Ferguson Enterp ses,Inc.,PL Sourcing,PO Box 2778,Newport News,VA23609 www.fnw.cam The contents or this pubrrcatico are presented to'information purposes only,and while effort has been made to ensure then accuracy,they are not to be construed as warranties or guarantees,expressed or implied,regarding the products or sernces descnbed herein or thew use or applicability. All sales are governed by our terms and rxirlditions,wnict are ava*abie on request We reserve the right to modify or improve the designs at spechca4ons or cxe products at any dine without notice.Always y erify that you have the most recent product specifications or other documentation prior to the instafation of these products, BID ITEMS B06, B07, B08 38ULL Trumbull Manufacturing, Inc. TRumB 50 Hendricks Road Youngstown, Ohio 44515 Phone: Toll Free: Fax: 330.270.7888 877.504.1507 ff 330.392.0756 www.trumbull-mtg.com— >Popethylene Encasement Tubing 8 Mil Linear Low Density "POLYWRAP"for Ductile Iron Pipe Trumbull Polyethylene Encasement Tubing protects metallic pipe in corrosive soils. ", } The tubing is slipped over the pipe,extended and taped_An overlap of two feet r should be figured in calculating the total polywrap required. For example, 20 feet of polywrap is required for each 18 foot length, or 22 feet for each 20 foot length -. . c Ufa g Ikr . � �f i. Mvdpmthe 7 VI ' .' '. ,"4 USA W+ Made per ANSUAWWA C105/A21.5-16 Per 1000 Ni CONTINUOUS PERF"D every 20 FT PERF'D every 22 F7. CEO OM GREEN LAVENDERIZIMI b'LAI.K Y b Layflat Weight Trumbull ; Trumbull ; Trumbull , Trumbull Roll Trumbull Roll Trumbull Roll Pipe Size Width lbs.fft, Item No. E Item No. ; Item No. Item No** Length , Item No. Length Item No. Length '!" 3"-6" 16" 0.106 — ---- — --- 300 ft. 388-9942 300 ft. 388-9976 308 ft, 2 > 3"-8" 20" 0.132 388-9989 t 388-8705 # 388-8755 388-8805 300 ft. ' 388-9943 300 ft. 388-9961 308 ft. 3 10" 24" 0.159 — — --- --- 300 ft. 388-9945 300 ft. 388-9951 308 ft. 4 > 10"-12" 27" ().1n9 388-9993 ' 388-8710¢388-8760 388 SUBMITTAL REVIEW t962 308 ft. 4 ) 14"-16" 34" 0.225 388-9996 A 388-8715 f 388-8765 388 0%6 308 ft. 6 X No Exceptions Taken 16"-18" 37" 0.237 special order" Make Corrections Noted 1967 308 ft. 7 18""-20" 41" 0.271 388-9998 388-8717: 388-876738E Amend & Resubmit 1969 308 ft. 7 24" 54" 0.358 388-9999 388-8720 388-8770 388 —_ Reacted See Remarks t97O 154 ft, 8 30" 67" 0.444 388-9985 : 388-8780 388-8772 388 IMPORTANT NOTICE: This review 1972 154 ft. 10 36"-42" 81" 0.536 388-9986 , 388-8723 388-84741 388 does not relieve contractor from his 1974 154 ft. 15 responsibility to comply&conform 48" 95" 0.629 388-9980 special order* with the Plans, Specification, and 1975 154 ft. 17 54"-60" 108" 0.715 388-9982 ; special order* Contract Documents, 1977 154 ft. 20 64" t 21" 0.801 388-9984 i special order* 1111116cial order" 21 " Indicates other sizes, types and colors that are available ae Gr&y&Osborne, 1 color or size. See Price Sheet for current sizes, colors &configurations s ANSULTINGENGewEER5 tlso available. 4* Lavender and purple Polywrap are printed with the text"Ca By: ABZ Date:9/2012021 Item 388-8474 IS NOT continuous, but is perforated every "Don't forget the Polywrap Tapel"(Shown on page D-2) Polywrap continues on the following page... 09/01120 Page Revision Page 9-1 02020 Tn"nbui!Mctrwrartwing,Inc . .. BID ITEM BOB FLANGED COUPLINGS www.romac.com • 1400-426-9341 RFCA TROMAC (RESTRAINED FLANGED COUPLING ADAPTER) limil INDUSTRIES, INC. MATERIAL SPECIFICATIONS I. . . \-. ---. lo:1411k, Art, FLANGE BODY: Ductile modular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Flange meets the dimensional requirements of ANSI Class , 125 and 150 bolt circles. .. 1' GASKETS: Compounded for water and sewer service in accordance with .\ i ASTM D 2000(Flange gasket is o-ring style,NBR standard).Other compounds ''' available for petroleum,chemical,or high temperature service. •. i \:, , i A\‘ GLAND: Romac RomaGriptM. See page 8-6, i Ilt„ RESTRAINING BOLTS:7/8—9 roll thread, Ductile (nodular)iron,meeting or -. exceeding ASTM A 536. 41> RESTRAINING LUGS:Ductile (nodular)iron,meeting or exceeding ASTM A .., FOR SUSS 536.Heat treated using a proprietary process. torA4 NM LUG LOCATORS: Polyurethane, a thermal plastic. WM= GLAND BOLTS AND NUTS: High strength low alloy steel 1-head bolt, National coarse rolled thread and heavy hex nut. Steel meets AWWA C111 f NSF61 certified upon request. composition specifications.Stainless steel bolts and nuts available on request, this option will be provided as all thread rod and two nuts. MEETS COATINGS:Shop coat applied to cast parts for corrosion protection in transit. AWWA C219 Fusion bonded epoxy and Romabond Polyester available on request. USE:Ductile Iron Pipe 3* -24*,cast iron pipe 3"-24" (same OD's as ductile iron) and IPS size steel pipe 3" - 12" a minimum thickness per ASTM A53 std.weight class pipe. NOM. GLAND , -• LIST PRICE PIPE GASKET BOLTS CATALOG SHOPCOAT SHOPCOAT FUSION EPDXY FUSION EPDXY EIGHT im. SIZE RANGE LENGTH QTY:SIZE NUMBER w/STD.B&N , w/304 SS a&N w/STD.UN w/304 SS UN (lbs.) ° 311 3.50-3,96 8.00" 4:5.4" x 3* RFCA-3,96 $175,63 $190.25 $199.36 $213,97 21 R..l .9 29 z 6" 6,63-6.90 9.25" 6:3/4" x 31/2" RFCA-6 90 282.38 329.66 322.53 369,81 20T, ...1 , ,, - :D 8.63-9 05 '• 6; 11 .r RF . `,05 381.08 ••-1'428.36 .....— 1 ' 10N 1 10.25" 8:3A"x 31/2" RFCA-11_10 , , ..• 808_65 871.71 .13.20 10.25"'' 11-iii"x 316" PFCA-13 20 161 30 826 34 893:18 956.42 110 „ . 14" " i i:) ii i-i i 1!) , i i i:ii_, „. pi .,, i , ,.i. i.i SUBMITTAL REVIEW 11 70" 12 ,v,i'x 41/2 RFCA,;17.40 1,480 3' 1,573.27 X No Exceptions Taken 18. 19,50 11 61.' 12:IV a 41/2" RFCA-19.50 10626,05 ' ,':',0 _ Make Corrections Noted Amend & Resubmit i - 1180" 14 14 x 41/2' RFCA-21.60 1,836.84 1,946.42 Rejected-See Remarks 240 25.80 12 cic," 10: ¼' x 5 RFCA-25 80 2 223.30 2,366.23 IMPORTANT NOTICE: This review does not relieve contractor from his Some initial axial movement may occur in lug style restraints as the lugs seat.Movement is directly reli responsibility to comply& conform /1\ the system pressure.In general terms movement of approximately 0.25"can be expected in restrain with the Plans, Specification, and i "of approximately 0.4"may be seen.If this is critical to your application please contact Romac Engineo Contract Documents. TO ORDER: Specify catalog number. A\ rot forniusecal 41110140 EXAMPLE:For a 12" RFCA Order:RFCA-13.20 For applical Grr.e.y itir Clliaborribe, hsc.... NOTE:3" - 12" special Romac gasket works on both steel and DI,ODs. CONSULT ha ENGINEERS IMP JULY 01,2017 • REV.05/12/2020 By: DRS Date:10r20/21 BID ITEMS 806, B07, B08, B11, 812, 85, 816, 817, B18, 821 E SIC 1ATm Quality—Service —Commitment— Delivered. CANE-LOK " Series SLDE for Ductile Iron Pipe ,.d � ` > . .� I s , 0 . ?., .....-'1,-.:, _ . 1 �� if _ -11# v 4' itit --T------„_moo Jill • , ..... . . ,:.,. ,$ ....„ . , , , ,_ ,, . , . t'J I 4 fJ1 ';.r 4 - •;, ,, n . ... A. , ii, 4„...,,, r • , " '' .... �J c ; Features &Advantages: 1 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 r 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 contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONEIOK's unlade cam action allows ene restraining wedges pipe- to, gripping the pipe van more securely as Vast force 2) ONE-LOK SLDE's precision contoured wedges provide proper contact and support increases_ of the ductile iron pipe wall.Each wedge is manufactured with an elongated contour that Ern 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 . r. '„L 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 SLDE is manufactured ONE-Loki,cam aciorr 316o eccornmodeles deRecton d the with a proprietary quality control system that ensures the breakaway tops will activate joInt during ilatadeti n,.and aten alines for subsidexnce,seismic at the correct torque. The breakaway top is sized to match the same dimensions of or other fames after inateileiere,up re the maximum*alk>eed the bolts and nuts used to assemble the mechanical joint fitting and follower gland. deflection eliminating the need for special installation tools. Once engaged, the actuating bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint,if necessary. Deflection Chart 4) ONE-LOK SLDE's unique wedge segment and actuating bolt design allows the two Nominal Size Item* Deflection components to interface using a cam action principle, allowing the wedge segments 3-12" SLDE3-SLDE12 5 deg to rock and increase their grip on the pipe wall as thrust on the assembled joint 14-16" SLDE14-SLDE16 2 deg increases. This also allows improved resistance to subsidence, seismic forces, and 18-30" SLDE18-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 i 700 Gof din an Drive 3 800 999 2550 p woN.,sid rue+ rn rearri Ridge, NJ Qf3514 609 758 1163 r rim sales(c sigrraco,com ONE-LOKTM Series SLDE for Ductile Iron Pipe Sample Specification: Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, Increasing their resistance as the line pressure increases.The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial-Restraining gland,wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536,Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA 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. Qt. ■R■ liAL "j 1 111 pp 8 A.,0,0:i0.-. - �V /li.c/.-?; - - 0sc ian A-A l I Sec tki.i c Dimensions in Inches, Weights in Pounds Nan DI 5teef Dimensions Bolts and Inserts T-bolls Gasket Pipe item N wgt Pips Pipe Pressure Stye OD 00 C F 0 T P' b J KF No $Iz, Torque Rating No Size Torque No Item I 3 SL�3 5.97 3'36 --- 4 84 4.16 1.59 0.55 9.40 7.7`_2• 5 19 7 69 2 718 75-93 391 4 5!9 a 3.0 45-60 1 TG-3 I 3L0E4 8.50 4.80 4.50 5 92 5.00 1.58 0.55 10.24 0.875 7.50 9.12 2 703 75-90 350 4 54 i 3.5 75..90 1 ►G-4 16 SLOES 10.00 6 90 6.825 8 02 7.10 1.58 0.60 12 34 0 875 9 50 11.12 3 7b 75.90 350 6 1'.r 3 5 75.90 1 1,1G-6 22L1368 1456 9.05 8.025 10.17 9.25 1.83 0.75 1432 0.575 11.75 12a7 4 776. 75.90 350 6 5 x 4.0 75.9D 1 1894 10 090E10 21.00 It 10 1675 1222 11AD 1.90 085 1854 a875 14r); 1582 6 7,8 75-00 350 ii . 4 2 7e, 90 I MG.10 12 810E12 28.00 19.23 1275 14.32 1140 1..51 0.65 18.80 0 675 18.25 17..68 a 715 75-80 350 8 54 x 4.0 75-DO 1 MG-12 14 $SUE 14 39 ry,1 15.3(1 -- 16 40 15 5L 1 5,8 ,25 2'20 3 825 I 6 7-, 20 25 10 711 75-90 330 I 0 ...4 5 ,-9I) 1 MG-14 -* 5613E16 415.57 17,40 - 15.93 17.54 1.77 1.21 2374 e.875 21.06 22 SUBMITTAL REVIEW 75-90 1 MG-16 16 SLOE 18 60.33 19.50 -- 20.60 19 84 1.77 1.25 25 84 3 875 23,25 24 75-90 1 MG-18 2e %DEM 69.00 21.60 .-. 22.70 21 74 1.87 1.25 2794 0_75 25.SO 27 X No Exceptions Taken 75.90 1 MG.20 24 SLOE24 103.87 25.80 --- 26.88 25 95 1.92 1.47 32 14 3 875 3130,4 :31 Make Corrections Noted 75-90 1 MG-24 38 SLDE3I 15667 32.80 - 33.26 3217 2.13 1.65 3930 1.125 36.68 39. Amend&Resubmit 100.120 1 Mean 34 5L©E36 234 50 :54 30 --- 39 55 38 47 3 15 1 75 46 Cit I 025 43 75 46 Rejected-See Remarks 100-120 1 MGS-36 42 9113E42 34460 44.53 - 45.79 44.67 3.55 2.25 5325 138 50.62 53 IMPORTANT NOTICE:This review 120-150 1 MG5-42 48 SLDE48 458.00 50.60 _. 52.09 I 50.97 3.81 I 2.25 59.56 I 138 I 57.5 160 does not relieve contractor from his I 120-150 I 1 MG348 SO 1 61.7Ei4 1045.00 57,56 _ 5e.65 6713 6,00 4,50 30.43 1a75 e3.20 87 responsibility to comply&conform 1204150 1 MGs-54 80 5113E60 1136.00 61.61 62.92 61 78 6.00 4.50 74.52 1 375 67.72 72 with the Plans, Specification,and 120-150 1 MGS-60 M SILDE44 1255.00 66.67 _ 6696 68.84 6.00 4.50 78.45 1,375 71,56 76 Contract Documents. 120-160 1 MG8-64 ONE-LOK SLOE was previously referred to as model SLD 'Prom 46b onical form'gasket P'Dim shows OD after head Is broken/removed. Size t i3tay Osborne, Inc. Size CONSULTING ENGINEERS Sizes 3'-12"is approved for thinnest class of DI pipe. Size Size By: DRS Date: 10119121 03 1047>b Size Pe Sizes 54",60 and 64"are pressure rated at 250 psi on DI Pipe LISTED APPROVED Sizes 4"-12'are FM approved for 175 psi on DI pipe. 2 1 SIGMA Corporation www.sigmaco.com Provide Mfg. Cert. of Compliance. I E SIGMA,r14 Quality— Service—Commitment— Delivered. One Lok SLDE Wedge Action Restraint f .: 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) 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. i•ii, 111 3. Insert the gasket along with the pipe into the fitting socket and seat the gasket dill 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. s 3 1 SIGMA Corporation www.sigmaco.corn 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 ik fitting side and nut on the restraint side. ' .. e and hand tighten the nuts. Make the joint deflection as required keeping the wedge restraint centered on the pipe before torquing the T-Bolts. I 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 s Ill.., 4"—24",100-120 ft-lbs for 30",36", ,e,�' �' l `wb'' ,. I 120- 150 ft-lbs for 42",48", 54",60" &64" - '. ,, 4---4' sizes, use of a torque indicating wrench t11 F ., is recommended to confirm the applied "'7, ,' 6/ torque, =� 0(, i 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 f bolts in an alternate method (STAR . • PATTERN) until all the break-off tops have f `. • been removed. Never tighten actuating t •r bolt more than 180 degrees before moving 4 • to the next bolt. Recommended Torque for actuating bolt— 75-90 ft-lbs for 3"—24", 115—125 ft-lbs for 30",36",42",48",400+1-5 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.corn Qualified Product List https:/iwww.wsdot.i,va.govibizimatsQPL/QPLPrint.cfm?Product_no=20... Engineer's addition (product review supporting documentation) Washington State October 19.2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Sigma Corporation - Auburn, WA Product Name: ONE-LOK SLDE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Jan 3, 2019 To be completed by the field inspector: Quantity: Verified By: Date: 1 of I 1011912021, 1118 AM ` / STAR"PIPE. PRODUCTS Joint Restraint Submittal Form `N_ Z \ BID ITEMS B06, B07, B08, B11, Stargrip"series 3000 812, 815, B16, 817, 818, B21 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe SUBMITTAL INFORMATION PROJECT NAME: I DUVALL AVENUE NE ENGINEER: I PARAMETRIX CONTRACTOR: jREED TRUCKING & EXCAVATING SPEC. SECTION: j storow-woes 3000 for Ductile'run Pip- 41) 11> APPROVED AW WA FEATURES 8 ADVANTAGES • The Wedge Assembly is designed with a Break-Off torque Control Nut that will only break off in one direction,ensuring proper installation. • The Stargrip"offers a tuft 5"deflection through 12"size,3"on 14"-24-,Ton 30"-36'and I"on 47-48". • Minimum safety factor of 2:1 • Stargrip"sizes 3"-36"are listed with Underwriters Laboratories Inc and sizes 3"-I T ore approved by Factory Mutual Research. • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable. • No special tools are required for installation of the Stargrip". 411114 • Stargrip"eliminates tie rods and thrust blocks. • Stargrip® may also be used on minimum SCH 40 steel pipe'up to 17'I'transItion gasket required on 12"and underi.For 14" and larger steel applications,contact Star Pipe. MATERIAL SPECIFICATIONS: • Gland:Ductile on per ASTM A536,Grade 65-45-12 01111111 • Wedges:Ductile Iron per ASTM A536,Grade 65-45-12 heat treated to o minimum of 370 BHN • Wedge Finish: Thermally cured fiuoropolymer epoxy coating GLAND FINISH OPTIONS (Please check one): HARDWARE OPTIONS(Please check one): El Standard:alKyd enamel coating a Standard:T-bolts are high strength low cloy steel manufactured in accordance with ANSI/AW WA Optional:Starbond""TGIC C 111/A21.11-00 polyester powder coating applied by on electrostatic spray process ri Optional:T-bolts and nuts alloy SS 304 per ASTM F593 ElOptional:Other(specify) ❑ Optional:T-bolts and nuts alloy SS 316 per ASTM F593 Optional:T-bolts and nuts Fluoropolymer Star-Blue COUNTRY OF ORIGIN OPTION (Please check one): n coated high strength low alloy steel manufactured in accordance with ANSI/AWWA C1 i 1/A21.11-00 DImport ■ Domestic-MS Compliant REV.21 At A 1,REC'131ERED IRADErMRr OF Sr.R WPt PROOUCIS sv,r PPE PRQpI/CI$ T61tRh•M WiA 1�TON cORP4RAnf tau_ 1-9t'4YR-S(pPIPM 281-SsB-t www s.mm C.,..,n, Page 1 bO�3P' / / S"1:1K• 1'11'1: !'Rnl)G'C"1'S Joint Restraint Submittal Form Stargrip�series 3000 mechanical Joint Wedge Action Restraint for Ductile iron Pipe TECHNICAL INFORMATION iat D , ll aill Of SI 7 cp. D 75 I \k'.% 63 II: - - 1 11 _ 4 ,......_ 1 ... ........._ hi / f I ` \ Ai '-: . . . 8 ' t ?4**0., .'i" STARGRIP 3000 SPECIFICATIONS' T F W/NUTS APPROX NOM. PRESSURE NO.OF NO.OF Please A $ C D E f TWISTED G WT. check sizes.: SIZE RATING OFF WEDGES T-BOLTS (LBS) iPsll _ E350 4.84 2.40 4.06 6.19 3/4 9.55 F.. '.1 i 2 .1 n 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 8 ` C 6 3.50 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 12 ✓❑ 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 '3.37 4 6 17 LI13 350 12.22 2 51 I I.20 14 00 e, 17 25 /4' E,'. I'll'Himik ✓❑ 12 ri 14350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 :7.88 8 8 34 350 16.40 2.'9' 15.44 1 718 2 .25 2,-., '2 17 .' - 1; 49 16 350 18.50 2.91 17.54 21.00 7/8 23,34 22.22 23.00 12 12 56 Is 250 20.60 2.91 19.64 23.25 SUBMITTAL REVIEW ' 59 ilallial El 20 250 22.70 2.67 21.74 25.50 7) j( No Exceptions Taken 75 P 4. 1:11. 111110 ri 24 2:�0 26.90 3.50 25.94 30,00 /i Make Corrections Noted 139 30 250 33.29 3.49 32.17 36.88 1-1 Amend & Resubmit 199 1„�r _ Rejected-See Remarks '6 250 39.59 3.49 38,47 43.75 -1 E124IMPORTANT NOTICE: This review 42 250 45.79 5.15 44.75 50.62 I-3 dOes not relieve contractor from his a00 C48 250 52.a9 s. 5 51.05 57.50 3 responsibility to comply 8 conform 4.�;r, "All eG'rmnsfnru in incites e.ratgl wix•rc trxtt urr tIllitil with the Plans. Specification,and Notes: Contract Documents. • Stargrips'must he adequate&wrapped or protected if they are covered by conEmmii ekes. • For applications exceeding the marimum pressure ratings listed please coma, itargrip'/. • For applications with verlieul ofrseu please contact Star Pipe Products for let 4011110 �my Osborne. Inc. CONSULTING ENGINEERS 9S Cii) • For applications on existing pipe,the pipe needs to be structurally sound and -products ru in order for the wedges to function properly. Please contact Star Pipe Products/ By: • sirs 4.'" ax"tsquire extra rung F':"x x rh'tholes. DRS Date:10f19/21 4 Pr'2I 0I If REfi13IFRfO 1RAOEMARK Of To*W$`mcoueTS Ow'PIPE PRvouGTs Provide Mfg. Cert. of Compliance. A. GOO ItO Mt 1-8DJ-119--XrA'Mx 211-assr xo �ww.Slaplppnxiefs camtl TUVRPri71.nd Page 2 ...-. Qualified Product List- littps:f1www.wsdot.wa.gov/biztinatsJQPL/QPLPrint.cfm?Product no==20... 'Engineer's addition,' a Washington.State `±(product review supporting documentation) { Gobbet'19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: —11 Bid Item: { Manufacturer: :St4r I56,Pradu'cts. - l u'toi, 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 : 31O2 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 1 10/19/2021, 11:54 AM