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CAG-20-065 - Duvall - B7 - Furnish & Install 12-Inch CL 52 Water
DATE March 8,2022 AMERICAN CAST IRON PIPE COMPANY Certificate of Material Origin P/O #C3156-533/D5E8745 Certificate of Compliance AMERICAN Ferguson Waterworks Contractor= Reed Trucking and Excavating CUSTOMER Duvall Ave NW DESTINATION QUAwrrrY/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 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 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-ANSIIAWWA C150/A21.50 and ANSI/AWWA C151/A21.51 MJ,FASTITE,&FLANGE-ANSI/AWWA CI11/A21.11 CEMENT LINING-ANSI/AWWA C104/A21.4;NSF61 listed J 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 J 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 A IPA t A ri Date:March 9,2022 THE RIGHT WAY Customer: Project Information ACIPCO Sales Order/Release: D5E8745It Reed Trucking&Excavating Duvall Ave NE ti Customer POP: 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 pay Month Series Series Year Tensile Yield Elortg 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 d This is to certify that the above listed materials comply,where applicable,with the following standards: ANSI/AWWA C104/A21 4-Linings IIANSI/AWWA C151/A21.51-Pipe `) jaf Kerry Styron jau�mRuurne Q.A.Manager Ductile Iron Pipe Issue Number.02 OD-AA3F073 Issue Date: 04/26/04 Revision Number 02 Revision Date:10/08/10 O E. - 4" : . . . . ' . :A : _ : . , . ' 4: 7 '9` A CI! ' C ` C'7 4' 4. . C J 4.. _ . . _ . _ _ . : _ O 0i (,' 0' O pi O' O' �' O O V' V• ). 6>' GI' �f 2 e' >' eV' iej �,. O• CV• O G' CV O' a A -.A' o' �,' _p111u1riiiiiiiru11111nr11luurlinii1ululufillflfllllrril111i11111i111uriu111uuulllluut-u_LLuuulurlurrllrulrurulllnrlln1nnulu11uuu111111 _ C,: o' v _ Co. • 4 = U N ITEC Corporation • = `�" : ) = ' 1 eC E AO �� 358 Upland Drive • Seattle,Washington 98188 = /C�: ,1 - = Cam., .. o' = 0irrftthafr tit Anspi rttntt = ca• _ . ., . . .) =- . . = • o' This is to certify that G-Unr ��r.-zc �z scale(s) _ �o e) = Located at: , �Gu,9� �,7„, „) fa4• is l7 1 ,w A . __ Co', •o' = was (were) serviced on this 2U day of ,Thin ttidn-t 20 2_ , by an authorized representative of C 1 ••.,, = the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. Cam" .q, _ = C4): i "G' = A record of said inspection is on file at the above address and in the offices of UNITEC CORPORATION. 0o: • i �� _ (206) 575-1100 _ C- : 0) _hl1111i11I11117rr111111ritiirli a r11I1 IIIItili ti1I11711i 1llll lllrll 1111111iiiiii11 U11I11•hiiihiI•II1III]IIIIIIItill1I111lllll 11111111111111111t11111111111r11111111111111= Cam,: 8 -p. O. .p. O O, p. O. O y0 O. O, O 90 0. C'i: pr a0� cv C'r. :ir. O i`3r. g; V� O• `g� G� PO O� [-.3' O. 0 ANIFEST Am Test Inc. LABOR AT ORIES 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 SuiteC AIVI'EST Services Kirkland, WA 98034 (425) 885-1664 LABOR ATORIES www.amtestlab.com 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 ( 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 3050B 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 3050E KF 02/27/22 Lead 8.70 ug/g 0.84 EPA 6010D KF 03/01/22 • P.3 � 1 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 3050E 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 3050B 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 3050E KF 02/27/22 Lead 13.6 ug/g 0.55 EPA 6010D KF 03/01/22 AMTEST 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 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 M1 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 RESULT UNITS , Q D.L. METHOD , ANALYST DATE Acid Digestion Y SW-846 3050B 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 3050B KF 02/27/22 Lead 11.5 ug/g 0.66 EPA 6010D KF 03/01/22 � J Aar n . Young Vice President I + P.7 Am Test Inc. Professional 13600 NE 126th PL EST Analytical Suite C Services Kirkland, WA, 98034 (425) 885-1664 LABORATORIES www.amtestlab.corn 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 Lead ug/g 11.5 13.9 19. MATRIX SPIKES SAMPLE# 1ANALYTE 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 •. • .ANITEST AmTest Chain of Custody Record 13600 NE 126th PL, Suite C, Kirkland,WA 98034 .. 1 A OR AT 0 Ii I ER • Ph(425)885-1664 Fx(425)820-0245 • ,' www.amtestlab.com • r ' ' Chain of Custody No. i--- — . ,. Client Name &Address: Invoice To: ..:-...:•J „.1 4,- ii-Zi.40.1.hy.,11, 1.•-•1•?.Y•te?,:2.111f,.'::2 -',''I i C-. •C'71': • V 7 ,c,i—:,,) . :. , , 1 _... . .•,,-; v L-t ... i - le i....„. .. y‘...f iv.„.t, i ,Li e•lit 4, i. ..1 re,...1,,s.(..f. i/..2 2 2) 1 L';1.1/:%C.: (6-:'...,1..1 J./‘,..-Al i...7 ; .•s...,-L'10:'fall .1;:.? j-16. 4-'' .7('. f'' ' Contact Person: r . 0 -..1 i,, , . Invoice Contact: ,f-., ;. ./.. .„ „;..-.,l• I-„ )"1114 y iinc, y (, K M4 , "r iA, bI.. '.".Y\ . : Phone No: "--.2,i /la 4 4'1'<"''""--7 PO Number: .!!,• t.! i--% -7 L , Z.;- )--1 'I /1/ - i / ft,- Fax No: Invoice Ph/Fax: .„ . E-mail: ,i,y-.--„.=,r:-• t.•.• ri 1-.'„ , 1 , , r/7(zil fill1a .r.„i,p,1i T; f Invoice E-mail: kil kpi4'i 7 .,-1 Report Delivery: (Choose alLtbat'-apply) Data posted to online accotint: YES / NO • Mail / Fax /CEmajJJ / Posted Online Web Login ID: ........ Special Instructions: kequeqtpdTAT.:...,(Rush must be pre-approved by lab) perature Tern upon Receipt. (?Standard_,) RUSH ( 5 Day / 3 Day / 48 HR / 241-1R• ) ProjeCENae: ...,c...c;., /t,V • Analysis Requested Project Number: cu as a 121 * E E x 4-r. re as 11:3 cn (I) fEl 0 CU as u_. Client ID 4., AmTest ID o = a (35 characters max) I . 2,- (0.-7 1 5iti (.0 S • - . . (M 1 - -70 L4 • 1 _. . . . -7Z. 1 , • -75 it .. \‘,:e 7(0 . . collectefyRelinquished By: Date Time Received By: 7'26. Date Time '•- -'4/ 7 .7 '•' •:;-• .1/ ‹...",-,•-• ../;.„--- • /,'; --6 - ..1- 1111.3/4 . 2fr-LtitZ. I(IS ,11-.:!: ',41.'-'•,,,:-.,';,''',-c--; - . , „ Reliniiished,By: . Date Time Received By: • • Date Time ' . . . . . • , • ....s.. Relinquished By: • . Date Time Received By: Date Time . . , . . . . . . _ COMMENTS; . • , . . • . . . , • . . . . - . • • . . • . - ••. . . • • • P.9 • • . . , . . , . . . . . . . • • . . . .. • . • •. , . . . . , . . - . . . . . • . . . . . ., . • • - . . . . . . . . • • . . . , , • , .. . . . . . . . . . - . .• . . . . . . • , Truck Scale Report &Certification Date Tested: January 14,2022 CO 3:1,- ' N6 Company Icon Materials E-mailr raysscalederek@yahoo.com hoo.com Name and Asphalt Scale Po Box 8282 Address: 4040 Kersey Way SE Bonney Lake,WA 98391 Balance on 0 Min Grad: 20 lbs Size 120'x 10' Arrival: Platform: Capacity: 60 ton CLC: 35 ton Scale: Unibridge Make: Rice Lake Serial#: 1514200059 County: King Number of Scale Serial Reg 12 Sections: #: N/A Element: 820i Loaded Test 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�f/J���"�-- 16705 Truck Scale Report & Certification Date Tested: January 14,2022 CO .• ' NG Company Icon Materials E-mailfr ra yssca lede re k@ya h o o.co m Name and Inbound Scale PO Box 8282 Address: 4040 Kersey Way SE Bonney Lake,WA 98391 Balance on Size 0 Min Grad: 20 lbs 80'x 10' Arrival: Platform: Capacity: 60 ton CLC: 50 ton Scale: Murphy Make: Rice Lake Serial#: B34429 County: King Number of 6 Scale Serial N/A Reg IQ 710 Sections: #: 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 Scale Technician (Si tur and Agent#): Owner/Operator: Derek Larsen _. �."'--^g 16705 Truck Scale Report & Certification Date Tested: January 14,2022 CO Si. 4 NC Company Icon Materials E-mail. rayssca lederek@ya hoo.com Name and Outbound Scale Po Box 8282 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: Rice Lake Serial#: B34435 County: King Number of 5 Scale Serial BQEH Reg IQ 710 Sections: #: 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 1-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 4 s...,vr ..sy.....,-.,.w,.�.�... ..._._�::".-........:.....�..._...tip ,.,e.. .» aw, .. .e .....e,... "^-mana 1 t IIIIIIlII11tIt 111111 W 111III111111111I11111111111111111111I1 R 11I1I 111111111111111111111111111111111111111111111111.1111111111111111111111JJ111111111111111111I . ? ,o' _ _ Co E. UNIT1 ::!!':88 EC 358 Upland Drive _ CI 1IirtithatiTtrtiftrate of 3 uspertton E. Cc. 1 = This is to certify that/241.A_ /t , 9O &l'l / -7710e1A scales) _ C �� =4 5. Located at:,�Un'lP 4/— zl -1 ay tie) —4,141,211:ef--, 1/ -- = C© v =_ (were) serviced on this 1 dayof v . 20 , by an authorized representative of _ Co • _ was 1 C = the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. = o .off _ I . 1 = A record of said inspection is on file at the above address and in the offices of UNITEC CORPORATION. = Cam. :1 _ BY: . Z�O � - Co o' 7.1 1 __ (206) 575-1100 _ C� ,1 EITTr iTrurl 1 k T(TTl ll 17 t 1 1 1 1 1 I 1 I 1 1, 11 ill I I T!I 1 1 1 1 I 1 1 C, /\0���/\/r\/0\/d\Adr��/0\/0\/0\/"\/O- O- 8\/r\/\/\/P\/��/p\/c\/\/rc\/0\I�r►/0�/�\/S\%\Aril>. ° O RO r 11171 Washington State Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01,'2e,2u22 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# 80 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr.IQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A44-A52 CSTC 5i8'Natural Sumner Pit B-231 7 04 2 ,i36-89 A44-A52 rcnr 1-ve^ti „'a 6a., e.r R 7 04 ,B6-B9 A43-A52 Baench eatifillel for Sumner Pit B-231 9-03.19 1, 2 A43-A52 Bank Run Gravel for Sumner Pit B-231 9-03.19 1, 2 Trench Backfill 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 ` 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 (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 El Contractor ❑Region Operations Engineer ❑Fabncation Inspection ❑Region Materials ❑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" 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% Ni FRACTURE: 100% %Passing No.200 Dust Ratio: %Passing No.40 'The minimum percent passing the No.50 and No.100 sieves may be reduced to 5 end 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 nonan-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 six. Percent Passing IV 99-100 1" 75-100 V 50-100 J 9-03.9(3) Crushed Surfacing No 4 20-80 rt/ Base Cause Cota2 No.40 3.24 tt Sieve Sin Perces t No.200 10.0 max. lh" 99-100 Sand Equivalent 35 min. J 1" 80-100 V 99-100 J %" 50-809-03.19 Bank Run Gravel for ss" 80-10o 4 ' Trench Backfill No.4 25-45 46-66 J Sly Size Percent ne No.40 3-18 8-24 4 221� 75 00 It No.200 7.5 max. 10.0 max.J No.4 22.100 %Fracture 75 min. 75 min. J No.200 0-10 Sand Equivalent 40 min. 40 min. I Dust Ratio: h max. J 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 COS9-03.9 SIZE RETAINED RETAINED PASSING Type 2G 1-1/4" 0.0 0 100 ; 99 - 100 1" 0.3 3 97 \/ 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 V 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 minmum 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 ar-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 1' ) r 1" 75-100 Y 9-03.9(3) Crushed Surfacing rx" r 100 J Case Course Top Course and Keystone No.4 20-80 Sieve Size Percent Passing No.40 3-24 lrh" 99-100 No.200 10.0 max.r4 Sand Equivalent 35 min.`/ 1" 80-100 4 34" 99-100 %" 50-80 4 A" 80-100 No.4 25 45 46 i6 9-03.19 Bank Run Gravel for No.40 3-18 4 8.24 Trench Backfill No.200 7.5 max.' 10.0 max. Sieeag Perce P sine %Fracture 75 min.1 75 min. 2" 75-100 Sand Equivalent 40 min. J 40 min. No.4 22-100(--- No.200 0-10 4I Dust Ratio: ii max./ Sand Equivalent 30 min.1 ti^^rrr�'ti-n*r :Page added by engineer; WSDOT MATERIALS LAB 01/28/2022 Aggregate Source Approval Report Owner: Cava Materials Aggregate Source: PS-B-231 Lessee: Known as: Cava MaterFals Pit Located in: S 1/2 NW 1/4 Section 18 T2ON R5E 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 CCA Absorption: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 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: • :Page added,by engineer S • .Remarks: • NOT Approved for: Quarry Spats 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 LA: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.geosynt:hetic 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 equafs;or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits maybe 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 9103.12(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) Page 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 •j Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 01/28/2022 Section/Title ofProject 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 PEIQPL Hdgtr./QPL HQ Use No. Product/type Manufacturer or Pit Number Reference Code Code A27 A44-A52 B6-B9 Gravel Borrow Icon Materials-Auburn A-464 7-04 1, 2 A44-A52 B6-69 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/Representative Date State Materials Engineer/Representative Date *si 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 Distribution Revised 03/2021 0 Contractor 0 Region Operations Engineer 0 Fabrication Inspection El Region Materials 0 State Materials Lab-MS 47365 ICON Summary Report Sample Information Sample No 1264637438 too Product Id 2380 Product Name Gravel Borrow 05 /(7./ —" Specification WSDOT 9-03.14.1 Gravel Borrow so Date Sampled 01/07/2022 09:00 ro Sampled By Skye Southward Sample Type Investigative iP Sample Method Surge Pile Notes 30 2022 Submittal (B) 20 10 0 @C 2 5 s s 4 is , . . '• ". SNvtOommaionmi 17,00 t.016 030-0%050 1 a.'000 210 015005 002 Cu ta9+Cc 0.79 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 T27/T11 3"(75mm) 100 SE 62 % >_50 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 #10(2mm) 57 Pipe Zone Bedding Stew size Percent Passing #40(.425mm) 25 0-30 1Y" 99-100 #100(.15mm) 9 %Passing No.200 1' 75-100 #200(75pm) 6.7 0-7 Dust Ratio: %Passing No.40 Q0-100..) No.4 20•Ro No.40 3-24 X No.200 10.0 max. Sand Equivalent 35 min. 9-03.14(1) Gravel Borrow Sieve Site reroentPass1 9-03.19 Bank Run Gravel for 4" 99 100 Trench Backfill 2" 75-100 No.4 50-80 2" Pen:75-1,0611(119 711 No.40 30 max. No.4 22-100 / No.200 0-10 No.200 7.0 max. Dust Ratio: 35 max. J Sand Equivalent 50 min. Sand Equivalent 30 min. J StonemontQC 01/10/2022 CRH Americas Materials(AMAT) ICON Summary Report Sample Information Sample No 303028092 to, Product Id 2350 Product Name 5/8"CS TC A6 Specification 9-03.9(3)Crushed Surfacing TC 6D- Date Sampled 01/08/2022 10:00 7•- Sampled By Randy Mattson r,- Sample Type Investigative 5"_ Sample Method Surge Pile w- Notes 30- Submittal 2022 to-. 71—n �b '„ -% 6 '6 a a • -,o. '1.. a ''c. ' 'a r....o0r+"t0 imml 0104eSr.023 030 106 060 312 ON 403 014010 004 Qr 2123 Cc 100 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 % 240 AASHTO T176 1"(25mm) 100 Fractured Faces(>1) 95.0 % 275 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) so 46-66 9-03.12(3) Gravel Backfill for #8(2.36mm) 44 Pipe Zone Bedding Save Size #16(1.18mm) 32 Percent Parts 1Y," 99.100 #30(.6mm) 21 %passing No.200 1" 75-100 J #40(.425mm) 17 8-24 Dust Ratio: %passing No.40 %" 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 min.J Hare Course ( Top Course Keystone SieveShee Percent 1%" 99-100 1" 80-100 9-03.19 Bank Run Gravel for %" 99 100i Trench Backfill %" 50•e0 shraa SS" 80-100 J 2" Nr475-101444(1111 No.4 25.45 46-66 No.4 22.100 No.40 3-18 6 2a No.200 0-10 V No.200 7.5 max. 10.0 max.J Dust Ratio: i5 max. t/ Sand Equivalent 30 min_ If %Fracture 75 min. 75 min. / Sand Equivalent 40 min. 40 min. V _________ .......,._..__ _................._Materials(AMAT) ICON Summary Report Sample Information Sample No 655576787 Product Id 2379 09 A-4.-. Product Name 1 1/4"CS BC $D' Specification 9-03.9(3)Crushed Surfacing BC B0- Date Sampled 01/04/2022 11:05 70- Sampled By James Begley a,. Sample Type Process Control w- Sample Method Surge Pile # - w- Notes 30- 2022 Submittal 20- j 10- 0.0•00•00-0(m0} 010E51 01 030 284 050 768 000 1053 0154095.004 Cu 2154 Cc 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 % 240 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 Sieve Size Pemmt Rare #10(2mm) 25 V ng 114" 99.100 #40(.425mm) 9 3-18 %Passing No.200 1" 75-100V / #100(.15mm) 3 Dust Ratio: %Passing No.40 %" 50-100 #200(75Nm) 2.0 0-7.5 No.4 20.801 No.40 3-24 J No.200 10.0 max.t! 9-03.9(3) Crushed Surfacin Sand Equivalent 35 min. , 4:110 Top Cou se and Keystone Sieve Size Passing 1%" 99-100 1" 80-100 / 9-03.19 Bank Run Gravel for u" 99-1oo Trench Backfill %" 50-80 't K" ! 80-100 2" 7 5-100 No.4 25-45 V 46-66 No.4 22.100/� No.40 3-18 �/ 8-24 No.200 0-SOtr No.200 7.5 max. / 10.0 max. Dust Ratio: %max. 1%Fracture 75 min.tl 75 min. Sand Equivalent 30 min. Sand Equivalent 40 min. J 40 min. StonemontQC 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 • Ow ner: La Planta 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 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 FCA Absorption:2.18 FCA Organics:3 FCA Sp.G:2.624 LA 11 • Remarks: Current 1 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,Rode for Rock Wall,Erosion andScour 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&pi'.. NOT Approved for: Quarry Spats Riprap Rock for Erosion and Scour Protection Rook 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: For geosynthetic-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 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)8 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 Drywelts 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 A. Ilra.V Vilas"thIlD•PartmeniStateof 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 PEIQPL Hdgtr./QPL HQ Use No, Product/Type Manufacturer or Pit Number Reference Code Code B17 ALL THRD ROD STS INDUSTRIAL Std.106 Plan 10 A49-A53 SPEEDCRETE{REDLINE EUCLID CHEMICAL Std. Plan - 10 i 310.1 A43-A48, B6-B8, ETHAFOAM SHEETS ULINE S.P.7-04.2 3 B17 and B18 Project Engineer/Representative L Date State Materials Engineer/Representative Date 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. t 3. )Acceptance 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. Q.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 0 Region Operations Engineer ❑Fabrication Inspection ❑Region Materials 0 State Materials Lab-MS 47365 • A307 All Thread Rod,Galvanized .BID ITEM 617 FOR HYDRANT RUNS The ASTM A307 specification covers carton steel oohs and studs ranging from 1;4'through 4'diameter A307;s an economical low carbon material often manufactured using A36 round bar.Dimensional specifications 100•00: ; are governed by ASME B18.31.3.A307 ail thread rod is available In hot dip galvanized finish,winch provides a Corrow an resistant zinc coating.The all thread rod listed on this page is domestic,melted and manufactured in Me USA. A A ITC PRODUCTS GOVERNING STANDARDS MECHANICAL PROPERTIES CHEMICAL PROPERTIES GOVERNING STANDARDS +c'n SUBMITTAL REVIEW , No Eapopeoru Talon Make CUmacvurn Ibi.o .... Attend 6 Rew:bde ABTM A30' Gayer tile mechanic,*and trateral regi rne$tor Itch series raslererr in tatreters r R Rnlerle&S n RAdttad t tnrnugn 4'.matted'cannon steel having a fn.!inlun rensle.Vicemgrr of 5R"tUO;;y IMPORT ANT NOTICE Th.rarerr. Joss nor miteve the Conked..Nun, reaaondbiny to Comply 0 nor antl Aaarcettat.a Cowes fnegeM ffn riaMitlerlSiMalQdtab n YYfe rcns!ntP.11fArndS CDR- dPim 31 so Me ROM,Splddoa,orr fa Rods CDR fad. Aan-Ne.t urrr ridDooerwnh ALM e1.1 WIC 8 Suec:dies the thread fond.sere&cuss alawan a tM2rance.aei Jes,nanoo fw oinked skies C r.T.atr.O 1 ,L.. CNC Class 2A breads. -�Mv�,snlMwfias Rt. ORB Sale 1f1 V2922 Diameter + Thread Pilch + N A307 All Thread Rod,Galvanized of I The Euclid Chemical Company SPEED CRETE RED LINE FD RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL m n DESCRIPTION r SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE 0 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, cementitious matrix. SPEED CRETE RED LINE can be"shaved"for detailed repairs. n v PRIMARY APPLICATIONS rn • Interior and exterior • 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 The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. Compressive Strength, psi (MPa)ASTM C1o9 Freeze Thaw Durability Factor ASTM C666 24 Hour 2,550(17.6) 300 Cycles 96.75% 7 Day 4,000(27.6) 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 PACKAGING o T SPEED CRETE RED LINE is packaged in 50 lb (22.7 kg) poly-lined bags, and 50 lb (22.7 kg) pails o A •V 3: SHELF LIFE 4a: 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-UP 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 to�9 o r (f Q" gr,ACI 306R "Guide to Cold Weather Concreting". •�'� AL I C`�'G*� • 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. try Osborne,kM,. CONSULTING ENGINEERS Rev.03.19 By. DRS Date.1/11/2022 WARRANTY:The Eucict Chemical Company("Euclid`)solely and expressly warrants that its products shalt be free from defects in materials and workmanship for one(1 j 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 star the warranty.EUCUD 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 Euct.d product fails to conform with this warranty,Euclid will replace the product at no cost to Buyer.Replacement of any product shall be the sole and exclusive remedy available and buyer shall have iro claim for incidental or consequential damages.Any warranty claim must be made within one(1)year from the date of the ca,med breach.Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way after Euclid's installation information or instructions in its product literature or on its packaging labels.Any installation o1 Edit/products whorl`ails to conform with such installation information or instructions shall void this warranty.Product demonstrations,if any,are done to illustrative purposes only and do not constitute a warranty or warranty alteration of any kind.Buyer shall be solely responsible for determining the suitability of Euclid's products for the Buyer's 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 SUBMITTAL REVIEW Pennsylvania 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. 1101, dray.8Z Osborne,ILL CONSULTING ENGINEERS By: DRS Date: 1/20/22 CHICAGO •ATLANTA DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA •RENO •SEATTLE • MEXICO •CANADA WiaWashington 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/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# 066 / 066A PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use Nc. Product/Type Manufacturer or Pit Number [fReeerence Code Code A27.,f1ii6� Sand Equiv.CSBS Squak Mountain 9-03.14(1) Gravel Borrow 2 gv 03.21(1)C 10 A32 Gravel Backfill Squak Mountain - Issaquah, WA 9-03.12(2) 10 for walls 9-03.21(1)C Bank Run 9-03.19 B4.02 Gravel for Squak Mountain -Issaquah, WA 1 2 Trench Backfill 9-03.21(1)C 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, 86.04 to B8.04, 89.05 Project Engineer/Representative Date State Materials Engineer/Representative I Date - 1113/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 0. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 0 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 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. 0 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 O Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials 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 Puss Sieve Size PercentP tg 2'6„ 99-100 7 1 v," 99-100r 2" 65-100 1" 75-100 %" ' 50-100't/ No. 126-44 X 4 26-44 No.4 20-8011 No.40 16 max. No.40 3-24 1, No.200 9.0 max J No.200 10.0 max. Dust Ratio: max_ - Sand Equivalent 35 min.1 i Sand Equivalent 35 min. I U.S.Standard Sieve Opening in Inches U.S.Standard Sieve Numbers Hydrometer Results 100% 20 4 3 7'� .� % �J. #4 10 16 20 30 40 50 100 200 0% 90% i • .. " 10% • ' .. 80% i -. it 1\ 20% 1= 70% i % 30% 60% i am.• 550% . . t" i i •� • . . 50% �' o_ 40% ` *� 60% 1 R D 30% " r' %% ` 70% tY 10% ��.` ,4441 , 90% 0% eft_.._ ` 100% 1000 100 10 1 0.1 0.01 0.001 Grain Size in Millimeters Gravels Sands Cobbles Silts Clays Coarse I Fine Coarse I Medium I Fine Date:01/06/22 Di.-0.19 USCSClassification %Gravel %Sand Sample#:20-198 Die= 3.25 GP-GM,Poorly graded Gra 61.8"o 31.3% Sample ID:Squak Mm CSBC D6e= 11.87 Speclflcations Source:Stock Pile Cc=4.57 WSDOT 9-03.9(3)Base Coursc Project Cu-61.02 Sample Meets Specs %Silt&Clay Location:Squak Mtn 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 Specs Sieve Size Percent Percent Specs Specs US Metric Passing Passing Max Min 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% 3 #100 0.150 8.8% 518" 16.00 72.7% 72.7% E xi)no 6 50.0% #140 0.106 7.7% 1/2" 12.50 61.9% #170 0.090 7.3% 3/8" 9.50 52.7% r #200 0.075 6.9% 6.9% 7.5% 0.0% 1/4" 6.30 42.9% I #270 0.053 #4 4.75 38.2% 38.2% E 45(1'). 25.0% Copyright i Spray.F.ngineerieg&Technical SaNc,PS, 1996-2005 9-03.14(1) Gravel Borrow 9-03.12(2) Gravel Backfill for Walls 9-03.19 Bank Run Gravel Sieve Size I Percent Passlig Sieve Size j Percent Passing for Trench Backfill 4" 99 100 a" 99 l00 t! Sieve Size Percent Passing 2" 75-100 i 2" 75-100ltii 2" 75-100 No.4 22-66 V No.4 50-80 No.4 22-100 No.200 5.0 max. X No.40 30 max. No.200 0-10 1 %Passing No.200 J l No.200 7.0 max. J Dust Ratio S max.%Passing No.40 Dust Ratio: i %max Sand Equivalent 50 min. 1- Sand Equivalent 60 min. X Sand Equivalent 1 30 min. 1 • ashington State -7/ Department Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 Section ITitle 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# 033A PE Use Bld Item Material or Name and Location of Fabricator, Specification PEIQFL HdgtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Cade DI Pipe B8 Eits— 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 12128/2021 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. 0 Acceptance Criteria: Mfg.Cart 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 ❑Region Operations Engineer El FabricaUan Inspection El Region Materials El State Materials Lab-MS 47365 IBID ITEM B08 SPEC REF 7-16 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. I 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 arid fittings furnished by AMERICAN are offered unlined or with linings as follows: Cement Lining Cement-mortar lining for ductile iron ANSVNSF Standard 61 for potable water pipe and ductile and gray iron fittings for contact. water service is in accordance with ANSI/ Flow testis on cement-lined pipe under AWWA C104/A21.4. varying service conditions have established - -Eement-lined-pipe is also furnished-for -that-the Hazen Williarns-flow-eeef icicnt —• —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 imn pipe was in 1922 at arms or bare hooks should not be inserted Charleston,S.C.This fining was developed into open ends. by the Charleston Commission of Public Works in cooperation with American Cast Characteristics of Cement Lining Iron Pipe Company. Since this beginning, AWWA C104 allowslvws for surface 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 I i 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 SUBMITTAL-REVIEW � , I31 Pipe shall have Double Thickness Cement I.7 ninV. No EACepill30.5 Taken All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and IC Make Corrections Noted i shall meet the requirements of AWWA C151. _ amend a Resubmit All ductile pipe shall be minimum Standard Thickness Class 52. _ Rejected-See Remarks IMPORTANT NOTICE:This review does not rebeve oontractor from his responsibility to=mpy&conform DUCTILE IRON PIPE with the Plats.Specification,end • f iintract DorumenLs :`may�� l Cement Lining CONSULTING ENOINEMiS ANSIIAWWA C104 A21.4 By DRS r�e�:12121/21 Thicknesses and Weights Table No. 11-1 _ _ ormaI i _ Stancard Thickness (Double Thickness I Ina Pipe Length ( __ Jt ft. ! Minimum Weight 1 Weight Minimum Weight I Wright Thickness Per Foot Per Length Thickness Per Foot Per Nominal in. lb lb r e. b Lengthib 4 18 'I n .87 17 '%R 1.71 31 6 20 ' •e 1.30 26 - 'i8 r 2.57 51 A 20 V. 174 35 /. 3.45 1 ,rA v. )t4 i n 'I I 4.28 i 86 I 12 20 '/ _ 2.57 1 51 5.12 I 102 id 70 / 4 eig i gLI '.i= -.__ A.G.`i 1 179 f 16 20 °/.e 5.13 103 'f:R 10,19 204 18 20 / 5.76 T15 * '7,R 11.47 229 20 20 3/32 6.40 128 1/,1 12.73 255 24 20 i 7 68 154 a/�=• 15.31 M '4 - 12.76 ' ` - r-i-/ 25.42 508 36 20 I 'ia 15.31 306 'Li 30.51 610 42 20 '/s 17.82 356 /! 35.53 7'1 48 20 1/3 20.35 407 't, 40.60 812 54 20 '79 22.139 458 - 45.68 9'4 60 20 4 24.71 494 49.32 986 64 20 '4 26 35 527 52.61 1052 Weights sr°l Pi1 nn'he minim,im!hog mirknasses irr rt'elni rn lxvcsi irA classics rf F*tita 1 chile Inn kelp Actual lengths and:veights may differ from above. +�nings+>�t�ei-,zt'hc wadi. AMFRN',AN mcnrnmpnnc tre I i,w of standard thicicr, ss recent:'rang per AWWA 0104 for a roma mstaiations. 41e., ,... .., __. _. ,... __ ,, ,..„,,,.. .. A . ' t• r ,r 3 ,gp. . -1, , 'Y. .. S. • r_ AWN- 4'� if . • r I f This 64"Ductile iron Fastite Joint water transmission main was furnished with standard cement lining for continuing high flow performance. i I 11-3 ., • r 1 77mr Washington State //1 Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 12/16/2021 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# 059&061 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL HdgtrJQPL HQ Use No. .Product/Type Manufacturer or Pit Number Reference Code Code A35, CSTC Black River Quarry 4-04 10 A44-52, _. _ B6-B9 , - _ Project Engineer/Representative ,--- Date State Materials Engineer/Representative Date L-� 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 P Po P P into project. 2. Acceptance Criteria: Mfg.Cart 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. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. o; Approval Withheld: Per ASACriteria Report, source not approved for CSTC Miscellaneous Acceptance . Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ID Contractor El Region Operations Engineer ❑Fabrication Inspection ❑Region Materials El State Materials Lab-MS 47365 El 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,Slack River Located in: T23N, RANGE4E,SECTION14 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: T ast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation ClassA HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Aggregates for Concrete: Test Date: Expiration Date: ASR-14 Day: ASR-One Year. CCAAbaorption: 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 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 • w PROJECT: Internal Testing DATE: 12/9/2021 LOCATION:-Black River-Quarry SAMPLE SOURCE:A-51.6 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 0 100 100 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 sieves may be reduced to 6 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 nonainentrained concrete containing more than 500 lb of cement per cubic yard(C33 6.2) • Washington State ♦� Department of Transportation Request for Approval of Material • Contract Number FA Number NSA SR Duvall.Ave NE Date' CAG 20-065 Section/Title of Project Duvall Ave NE County King Contractor "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 MOOT-Use Only be returned for Information that was omitted. RAM# 060 • PE Use Bid Item Material or -Name and Location of Fabricator, • Specification PE1t1PL HdgtrJQPL HQ Use ' No: Product/Type Manufacturer or Pit Number Reference Code Code A35 CSTC Kangley Rock & Recycling 4-04 1, 2, A44-52., • 11 Z5;. • B6-B9 ASA . • • • • • • • l4 Project Engineer/Representative --~,�� Date State Materials EnglneerlRepresentative Date �'- 12/20/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory (() 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: 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): Prior to use, provide toxicity testing and certification of toxicity characteristics in - accordance with Section 9-.03.21(1). (Ha}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 LvA Contractor Region Operations Engineer ❑Fabrication Inspection 0 Region Materials ❑State 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 '100 1/2" • 0.3 3 98 J . 80 - 100 3/8" 1.1 11 89 #4 3.5 35 • 65 4 .46 - 66 #40 8.5 85 15 J . 8 - 24 #200 . 9.9 - 99. • 2 J • 0 - 10 PAN 10.0 100 0 WET SAMPLE:. 10.4— -TOTAL MOISTURE: 3.8% — — DRY SAMPLE: • 10.0 S.E.: • . .62% 4 • FM: FRACTURE % 95% J 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 dement per cubic yard or in nonair-entrained concrete containing more than 500 ib of cement per cubit yard(C 33 6.2) a ® . WSDOT MATERIALS LAB 12/16/2021 Aggregate Source Approval Report . • Owner: Kangley Rock&Recycling, Black River Aggregate Source:CS-A-SP6 Lessee: Known as: Kangley Rock&Recycling,Black River Located in: T23N, RANGE4E,SECTION14 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: ATE 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 . HMAOther Courses HMA Wearing Course Maintenance Rock• Permeable Ballast• • Aggregates for Concrete: Test Date: Expiration Date: • ASR-14 Day: ASR-Orie Year: CCAAbsorption: 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: K 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: 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 Sir Earth Walls ALL OTHER PIT'RUN-Mi ATERZALS: 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)6 „W5D01'-Materials Laboratory nttps:/fwww.wsaot.wa.gowntrrmats/yrLryrLrromnro.crm:rroauct n... Washington State Virjr Department of Transpertatian Qualified Product List Product Information Manufacturer : KangleyRock & 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 approvedfor the following aggregate materials; 9-03.1(4) Coarse.Aggregate for Commercial Concrete (Class 3000); 9703.10 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 : 11.75 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 1.of 1 12/20/2021,8:53 AM Ink � 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 • 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 PE/QPL HdgtriQPL HQ Use No. Product/Type 'Manufacturer or Pit Number Reference Code Code A35,1448 K2, i $ 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 66-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 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. ' OAcceptance 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. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. ()Approval 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 Distribution Revised 03/2021 ❑X Contractor ❑Region Operations Engineer El Fabrication Inspection El Region Materials ❑State Materials Lab-MS 47365 WSDOT-Materials Laboratory Qualified Products List(QPL) https://wsdot.wa.gov/biz/mats/QPL/QPLProductsGnd:cim NIC Washington State W Department of Transportation Qualified Products List Standard Specification: 9-03.21(1)C Product Name IL Spec Title �JI Manufacturer— __ —_ Tier 1 and Tier 2 - Recycled i Recycled Concrete 'Central Pre-Mix (An Oldcastle Infrastructure i Concrete Aggregate (RS-C-343) !Aggregate I Company), Spokane Valley-WA Tier 1 and Tier 3 - Recycled Recycled Concrete ;Tucci and Sons, Lakewood-NlP. Concrete Aggregate (RS-B-352) ;Aggregate _ _ , I Tier 1 and Tier 2 - Recycled I Recycled Concrete `Kangley Rock & Recycling, Black River, Concrete Aggregate (RS-A-516) I Aggregate I Renton WA Tier 1 - Recycled Concrete Recycled Concrete Aggregate (RS-F-211) Aggregate Cowden Gravel & Ready Mix, Bellingham-W• Tier 1 - Recycled Concrete I Recycled Concrete ;American Rock Products, Richland-WA Aggregate (RS-R-189) ;Aggregate I Tier 1 - Recycled Concrete I Recycled Concrete i I American Rock Products, Pasco-WA Aggregate (RS-FN-121) Aggregate • Tier 1 - Recycled Concrete I Recycled Concrete I American Rock Products, Walla Walla-WA Aggregate (RS-O-146) I Aggregate J i Tier 1 and Tier 3 - Recycled I Recycled Concrete Tyro-Recycle, LLC, Spokane Valley-WA � I Concrete Aggregate (RS-C-345) ;Aggregate i 1 Tier 1 - Recycled Concrete I Recycled Concrete 1Holroyd Green Products Plant, Tacoma-WA Aggregate (RS-B-351) I Aggregate Tier 1 - Recycled Concrete I Recycled Concrete 1Renton Concrete Recyclers, Renton-WA Aggregate (RS=A-519)_ J Aggregate Tier 1 - Recycled Concrete Recycled Concrete Blake •Sand &Gravel, Sequim-WA • I !Aggregate (RS-Q-241) I Aggregate I ;Tier 1 - Recycled Concrete I Recycled Concrete i Dickson Company, Tacoma-WA Aggre gate ate RS-B-350 i Aggregate 9 — — -- - — Tier 1 - Recycled Concrete I Recycled Concrete 11 Aggregate (RS-D-359) Aggregate Lenz Enterprises, Inc., Stanwood-WA Tier 1 - Recycled Concrete I Recycled Concrete Aggregate (RS-B-349) 1 Aggregate Corliss Resources, Inc., Puyallup-WA •tier 1 - Recycled Concrete Recycled Concrete A re^ate FRS-A-518) ,Aggregate i Corliss Resources, Inc., Enumclaw-WA 99 y ( -- I Tier 1 - Recycled Concrete ; Recycled Concrete Action Materials, Inc. Spokane-WA Aggregate (RS-C-344) ;Aggregate _ Tier 1 and Tier 3 - Recycled Recycled Concrete i j Fruhling Sand &Topsoil, Bothell-WA , Concrete Aggregate (RS-D-360) — Aggregate i _ _ _ — __ _ __—_ _1 Tier 1 - Recycled Concrete i Recycled Concrete i Aggregate (RS-OR-90) _ I Aggregate I.V. Riley, Bingden-WA Tier 1 and Tier 2 - Recycled Recycled Concrete • Stampede Sand &Gravel LLC, Easton-WA Concrete Aggregate (RS-S-312) I Aggregate _ _ Tier 1 and Tier 3 - Recycled Recycled Concrete Miles Resources - Lakeview, Lakewood-WA !Concrete Aggregate (RS-B-353)_!Aggregate I ___ ; Tier 1 and Tier 3 - Recycled I Recycled Concrete 1 Reece Construction Company, Arlington-WA Concrete Aggregate_�RS-D-361) I Aggregate 1 of 2 12/29/2021,8:45 AIV. WSDOT--Materials Laboratory Qualified Products List(QPL) https://wsdotwa.gov/biz/mats/QPL/QPLProductsUind.ctin Tier 1 and Tier 3 - Recycled Recycled Concrete Girard Resources &Recycling LLC, Concrete Aggregate (RS-A-517) 'Aggregate 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-]-217) _ Aggregate Tier 1 - Recycled Concrete Recycled Concrete Black Lake Resources, Grand Mound-WA Aggregate (RS-J-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 (,,/ hlth 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 °k 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 °k 0-10 AASHTO T1776 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 for Trench Backfill Sieve She Percent Passing 1i." 99-100 I SieveSize Percent 1" 75-100 t/ liMiallill r, �_... % 50-100 1 No.4 22-100 No.4 20 80 1 No.200 0-10 No.40 3-24 J Dust Ratio: %max.y p No.200 t C.0 max I I Sand Equivalent 30 min. Sand Equivalent 35 min_ . ' StonemontQC Washington State 11/ Department of Transportation Request for Approval of Material Contract Number FA Number N,A SR Date CAG 20-065 Duvall Ave NE i 8/31/21 Section i Title of Plea Duvall Ave NE ear` King Contractor Reed Trucking & Excavating, Inc. 1Subcontractor — 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 1 032 PE Use Bid Item Material or Name and Location of Fabrcator, Specification PEIQPL Hcbtr4PL HQ Use No. Productftype Manufacturer or Pit Number Reference Code Code B7 C11t]Ductile Sigma 7-16 Flanged Fittings 10 B7 Compact MJ Star Pipe Products 7-16 2 _Fittings B7 Fittings Star Pipe Products 7-16 Fittings 10 B7 Iron Pipe American Ductile Iron Pipe 7-16 10 B7 MJ Fittings Sigma 7-16 2 B7 Polypropylene Tubing Trumbull Encasement 7-16 3 B7 SLDE Ductile ma 7-16 2 Iron Pipe 9 B7 Stargrip 3000 Star Pipe Products 7-16 2 , Project Engineer/Reoresentative ` ' --- Date0 l1 021 State Materials EngineerllRepresentative I Date Acceptance Action Cods for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporatiyi nto project. See requirements of 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. WSDOT 1-06.3. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of matenal.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 Cr'teria: 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 Fitting, Gaskets shall be neoprene, Buna N. chlorinated Remarks butyl, or cloth-inserted rubber per S.P.9-30.2(1) (HQ): Bolts and nuts shall be malleable Iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) Ductile Iron pipe shall have a double thick cement mortar lining and a 1-mil thick seal coat meeting the requirements of AWWA C104 DOT Form 350-071 Project Engineer Distribution Revised 03r2021 ®Conlrwer Regcon Operations Engineer 0 FaOrica'ian Inspection 0 Region Matertafs 0 State Materials lab-MS 47366 BID ITEMS B06, B07, B08, B11, B12, B17, E M Quality — Service—Commitment—Delivered. C 110 DUCTILE IRON FLANGED FITTING:: 11.11.1 _ • 1.4 4 a •r Ar+w"' t r it4 • Sims 3012-4142 C 1 1 0 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-64" MATERIAL; • Ductile Iron ASTM A536 Grade 60-42-10,G5-45.12 or 70.50-05. PRESSURE: J• 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. • S4"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. • All fittings are hydrostatically tested in accordance with SIGMA Quality Management Standard. • All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with SIGMA Quality Management Standards. LAYING LENGTH: • In accordance with ANSI/AWWA C110/A21.10 where applicable. • Other items are in accordance with manufacturer's standards. J• 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. CEMENT LINING: ./ • 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 condrnon pes of • en ordering. rubber per S.P. 9-30.2(1) GASKETS: • 1r ,cp ordance 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"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. INSTALLATION: J• Per ANSI/AWWA C600 and Cli1 using DIP conforming to C150/C151 and PVC pipe conforming to C900/ C905. SIGMA Corporation 700 Goldman Drive 800 999 2550 p www.sitirlaC0.corn Cream Ridge, NJ 08514 !, 609 758 1163 f crm-salessir3rrraco corn E SIGMAT. Quality - Service - Commitment - Delivered. T /-BC 0-0. O A Q Q f . Iti C Size OD BC T [ Hole Dla. Boit Size No.Bolts 2 6.00 4.75 0.62 0.75 5/8 x 2 1/2 4 3 7.50 6.00 0.75 0.75 5/8 x 2 1/2 4 4 9.00 7.50 0.94 0.75 5/8 x 3 8 5 10.00 8.50 0.94 0.88 3/4 x 3 8 > 6 11.00 9.50 1.00 0.88 3/4 x 3 1/2 8 8 13.50 11.75 1.12 0.88 3/4 x 3 1/2 8 10 16.00 14 25 1.19 1.00 718 x 4 12 12 19.00 17.00 1.25 1.00 7/8 x 4 12 14 21.00 18.75 1.38 1.12 1 x 4 112 12 16 23.50 21.25 1.44 1.12 1 x 4 1/2 16 18 25.00 22.75 1.56 1.25 1 1/8 x 5 16 20 27.50 25.00 1.69 1.25 1 1/8 x 5 20 24 32.00 29 50 1.88 1.37 1 1/4 x 5 1/2 20 30 38.75 36.00 2,12 1.37 1 1/4 x 6 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' Bu,Uu NAM 3.36 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. 40) Gray 8e Osborne, Inc Gaskets per S.P. 9-30.2(1). CONSULTING ENGINEERS Include Mfg. Cert. of Compliance. By: ABIJDRS Date: 9(28121 co * Note'Cast Iron fittings available upon request Y Weights in Founds,Less Accessones/Dimensions in inches �� Soptumber 2015 SIGMA Corporation w vw.sigmaco.cum I 3 °APPROVED �..4 Back to Contents ST pTpBPBO ITEM$ 3"606, Compact MJ Fittings B07, sos. 811. 812, ANSI/AWWAC153/A21.53 817, 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL DUCTILE IRON PERASTM A536 PRESSURE: J 350 PSI RATING FOR 3"-24"SIZESAND 250 PSI RATING FOR 3(Y-48" TESTING: J IN ACCORDANCE WITH ANSIIAWWAC153/A21.53 AND ULREQUIREMENTS IAYINGLENGIH: IN ACCORDANCE WITH ANSI/AWWAC153/A21.53.FITTINGS NOT LISTED IN ANSIIAW WA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG WEIGHTS: DONOT INCLUDE ACCESSORIES,CEMENT LINING AND COATINGS FIANCES: FLANGED ENDS ON FITTINGS MATCH ANSLAWWACI I5/A21.15 AND ANSI B 16.1 CLASS 125 FLANGES CEMENT LINING: J IN ACCORDANCE WITH ANSIIAW WA C I(WA21.4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 GASKETS: SBR IN ACCORDANCE WITH ANSI/AW WA C 111/A21.11(SEE PAGE 9) T BOLTS/NUTS: LOW ALLOY Si LEL IN ACCORDANCE WITH ANSUAWWACI I1/A21.11(SEE PAGE 9) APPROVALS: 4"-I2"UNDERWRITERS LABORATORIES LISTED.UL NSF61 Include Mfg. Cert. of Compliance. member �aWw ri-• .1 la-1 UL ---i- r r a NSF; - 46'4 ir i .pk ''..---- 0 r,1+ •v ,I ellLi SUBMITTAL REVIEW f v ra^°c �e in Mechanical-joint dimensions-in. X._. Na Exceptions Taken Botts SIZE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Make Corrections Noted iiize No.1 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7 Amend &Resubmit /8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9 Rejected-See Remarks x3 1 r2 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 X31/2 6 10 11.10 2.50 1222 12.34 11.20 14.00 15.62 1f responsibility to comply&conform /4x4 8 > 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 1; 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 2i le41/2 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24 400 x4 1/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 21 Dray ar Osborne, Inc. x4 1/2 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 3' CONSULTING ENGINEERS /4)6 16 30 32.00 4.00 3329 33.46 32.17 36.88 39.12 3f. Br. AB7/DRS Date: 9/28/211 1x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 4f 1)6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 55.1 t 1.45 1.uu 1.15 ru" 1 ,tiff 1 1 Mk 1/2 28 48 50.80 4.00 52.09 5226 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20° 1 3/8 1 1/4x6 1/2 32 Tel:(800)999-31109,(281)558-3000,Fax:(281)558-9000 Page I Qualified Product List https:/'www.wsdot.wa.govtbizjmats.IQPL/'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: j Date: Bid Item: Manufacturer: Star Pipe Products - Houston, 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: 1 of l 141'19r2021. 12:37 PM / , STAR"PIPE PRODUCTS Utility Pipe Fittings and Accessories BID ITEMS,a.c9r3'B06, Flanged Fittings B07, B08, B11, B12. . 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 ratting for 1-•48"sizes and 150 PSI rating for 54" 64" TESTING: tJ In accordance with ANSI/AWWA Cl 10/A21,10,Ul and FM requirements r LAYING LENGTH: 7'-48"sizes in accordance with ANSI/AWWA C 110/A21.10 and ANSI B16.1 and 54"-64"sizes in accordance with ANSI/A W W A C 153/A21.53(fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) Eillillill WEIGHTS: Are in pounds,unless noted otherwise and do not include occessories.cement lining and coatings DRILLING: �n accordance with ANSI/AWWA C110/A21.10,ANSI/AWWA CI53/A21.53 and ANSI B16.1 Class 125 Flanges Ple............1/4 CEMENT LINING: In accordance with ANSI/AWWA C 104/A21.4-sizes 1"-3"single thickness and sizes 4"-64"double thickness COATING: Asphaltic seal coot inside in accordance with ANSI/AWWA CI04/A21.4 and prlme coat outside APPROVALS: 4"-17'Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 7'and greater are UL/NSF-61 illialli DIMENSIONS: All dimensions are in inches unless noted otherwise Gaskets shall be neoprene, Buna N, T chlorinated butyl, or cloth-inserted B.C. rubber per S.P. 9-30.2(1) gliimii44 p . FM p AWWA 1PP101EDCI) 67`��4 Q.D. co. r © O o WATER MUTT Om FLANGE DETAILS NOM. BOLT 1101E BOLTS 4 SIZED.D. B.C. T DIA. WE NO. * I 4,25 3.'2 0.4e 0.62 ::'r x 2 414" * I A 5.00 3.88 0.56 0.62 ;ix 2 4 * 2 6 00 4.75 0-62 0,75 x 2 4 * 21/2 7.00 5,50 0.69 OZ5 %x214 4 3 7 50 6,00 075 SUBMITTAL REVIEW 4 9,00 7.50 0.94 * 5 10.00 8.50 0 94 No Exceptions Taken 6 11.00 950 100 Make Corrections Noted > 8 13.50 11,7s 1.12 111111111111 X Amend& Resubmit 10 16.00 14.25 1.19 12 19,00 17.00 1.25 Rejected-See Remarks 14 21.00 18.75 1.38 IMPORTANT NOTICE: This review 16 23,50 21.25 l.44 56 does not relieve contractor from his 18 25.00 22.75 1.56 20 27.50 25.00 1.69 responsibility to comply&conform 24 32.00 29,50 1.88 with the Plans. Specification, and 30 38.75 36.00 2.12 Contract Documents. 36 46.00 42,75 2.38 Eliummil 42 53.00 49,50 2.62 48 59.50 56.00 2.75 (i ray 8r Osborne, Inc. * 54 66.25 62,75 3,00 CONSULTING ENGINEERS * 76 6 73.00 69.253.12Clin * 644 80.0(} 76.00 3-38 By: DRS Date: 10119/21 REvm .Not Included In AWWA C 110 r"4,-“Sr PED'P!17.[,.,.:,,%F SrAR I'VE MODUC18 FM STM PIPE P�oouras ...howl Gaskets per S.P. 9-30.2(1). sl."t.CCIATOR/HRII .,wLC,r,�•�vaaor�tnxp-aso-�4 ..•wwst ti mm "'"""' Include Mfg. Cert. of Compliance. Page 37 BID ITEMS A48. 806. 130.7, B17. 818 P.O. Box 2727 Birmingham,AL 35202-2727 Telephone: i-Soo-442-2347 Fax: 1-80o-442-2348 E-mail:adipcs@american-usa.com AMERICAN WWWAMERICAN-USA.0011 DUCTILE IRON PIPE AMERICAN Ductile Iron Pipe Product Submittal Package THE RIGHT WAY Cover Page.information Generated By: Mark Horvill Email: mark.horvilli@ferguson.com Telephone: 2532810391 Project Name: Duvall Avenue NE Project Location: Renton,WA This is to certify materista furnished on this project by AMER/CAN wr71 comply with the ANS1/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 srnunced and not of domestic manufacture. ANSI/.4141V t Standards are the latest resisions as of this date. Pipe CiMili end wall mar be higher than the specified project requirements in aceordsmes with stoodu db_o__raddoe. Products Submitted in this Package Include: i.Certificate of Compliance (pga) 2.Fastite Joint Pipe (pg.2) AhTS7/AWWACC5o/A2i.5 3.Special Thickness Class (mu) ANSI/AWWA 050/A21.$ Printed 8(271202t t:t7:17 PM American Cast Iron Pipe Company Quality Assurance r� r �t ii� PO Box 2727 AMERICAN Birmingham,Al 35202-2727 THE RIGHT way (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 _ No Exceptions Taken Make Corrections Noted _ Amend & Resubmit Ronald Hay 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 Rr Osborne, Inc. Please provide a Mfg. Cert. of Compliance that meets CONSULTING ENGINEERS all requirements of WSDOT 1-06.3 and S.P. 9-30.1(1) By: ABZ Date:9/20l2021 Duvall Avenue NE Submittal Package Page t DUCTILE IRON PIPE AMERICAN Fastite' Joint Pipe For Water, Sewage or Other Liquids ...ra 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 tons, assuring closely controNed 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 scien- 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 cially designed wedging surface in the socket. negative pressure, thus preventing gasket 'pullout" should a vacuum be created in the Fsstito Joint Assembly Fine. 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 2 DUCTILE IRON PIPE A lubricated spigot reduces friction loads during for ust 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 underwa- 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 sufficient 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- meatlon through gaskets might be a concern, turn of tools in good condition. consult AMERICAN for recommendations. See Table 2-1. Coating and Lining AMERICAN Fastite Joint Pipe can be fur- Fast3M Lubricant nished asphaltic coated,cement Tined,or with AMERICAN Fastite Joint Lubricant is a special coating or lining where required. See non-toxic water soluble material imparting net- Section 11. they taste nor odor to the conveyed water and is � �Iron pipeshall have a double thick ANSI/NSF 61 approved.The lubricant is suitable cement mortar lining and a 1-mil thick seal coat meeting the requirements of AWWA C104 Fastite Gaskets Table No.2-1 Common Name Maximum Service or Trade Nana* Chemical Name rempvratun'' Common Uses Water a sewer Air Plan Runoff mr.Trerhe Eulexiiere 150-F 15( F Flash Water.Salt Water, CopdymerlSBRi Sanitary'Sewage Plain Rubber Styrene Butadiene 15C F 150°F Electrical continuity for thawing (condi.clive) CopotymerlSBRi of Service Water and Sewage EPOM Ethylene Propylene 212"F 200°F Wafer.Sewage,ketones, Dena Monomer Dilute Acids and AikaSes, Vegetable011,Alcohols,Air Neoprene Payrhbroprene(t#3) 200`F 1(30"F Fresh Water,Sewage Nitrite Acrylonrtrle 150°F 150°F Non-Aupmalic It drocarbens, eura-N ButedenelNBii) Petroleum Oil,Hydraific Fluids. Fuel C+I.Fats,Oil,Gressel Fkaoroelsstonwr FKM 212°F 300°F Aromatic hydrocarbons,Gasoline, Fk,rel Refined Pear:bun Products_most Vltcedir Chemicals and Solvents,High Temp.. Ar;Least permeatxe of at avertable Fastite gasket rubbers) 'AMER/CAN reserves the right to furnish any Trade Of Brand rubber fcr the chenvcat formulation specified. •*Temperature her reference to ccoveyiks fluid Lubricating ei in air an adv.nmf r enact Ssa cad ROM performance, Salt r11Me aid Naaprwe ate not weatnatanded for hot ak awesome la eraotmMar treatment"Manic ••'Vitoria is a registered trademark of DuPont Dow Badmen. Refer to Section 11 for temperature and service capabilities of pee linings. Refer higher temperatures or other special reosirernents to AMERICAN for re ommersdatlons regarding suitable gasket material_ fThis Rattcet rubber a chimp&Nsaiti t m the norapotable water uses shown but is not as resistant to permeation in potable water applications as RM. Ail Fastite gaskets nude from the materials in merman table we mime for use with water containing normal concentrations of chbrarrene.Where increased resistance tochloramxie is desired,neoprene or nuoroelastemer materials should be considered. 2-7 Duvall Avenue NE Submittal Package Page 3 ----,, . i 'A- ;....• •_'-':',1...L. .DUCTILE IRON PIPE _... , AMERICAN Fastite9 Joint for Ductile IrOn Pipe ANSI/AWWA C111/A21.1't Standard Dimensions _.7 " .111i114111111111111 Z l''' D • LAYING:LENGTH F* A Table No.2-2 Dimensions In Inches NotrInol 8izO Laying LiVIIII A • D.• P.. In. fk Oulalde DfamoNa' 0Onlh'0,Socke1 liv,,41 0.11 -20 .. 4.80 3.31 6-.40 1,s/1- -,...gii t ,:076-01' .rdlao !ii76701 ....,...._10' 20 11.10 3.76 13.12 ) (3.T75': fil'E.2-2. 14 20 15:30 5,23 17:61 16 20 17.40 5.23 • '10.774 18 20 19.50 5.50 •22.16 20 20 .2110 5517. 2426 24 20 "25.50 5.50 26,50 , 30 20 32.00 . 6.50 .34.95 38 .20 38.30 6.50 41.37 42 20 44:50 7.50 46.27 48 ' 20 50.;•• 8.00 .54.71 54 20 57.55 8,50 61.66 80 20 .61_61 8.-75 65.86 54 .20 fifill7 q:06 70,04 •Direlskr6••sigoe' f to chan90.at ci.Ir evtian.Clif.: AMERICAN II wet oinNardonsrep.rlrol Sea SEdkx-i..3 br Eidcritionalinturnaticn ontluctilehn p-pe: See SectIcse 4 and nor iniouraticr!on Fapta titings,. 2-8 . Duvall Avenue NE,Submittal Package Pag.e4 , .. . •r:l ,". DUCTILE IRON PIPE { `'`' AMERICAN Fastite® Joint Pipe Allowable Joint Deflection Table No.2-3 Maximum Reccnnmendcd Deffecliont Nominal Standard Bell Special Deflection Belt Skis Laying In, Lonplh X Y Kula • X Y Mlles k• Mo�lU d oelYdlen CUr,e. 4r per D&Iecaat Qme' Lenplhh,. le itlargth in. it.; 4 20 2t 5° 230 — — — 6 20 2! 5° 230 — — — 8 20 21 5' 230 — — — 10 20 2t 5° 230 — — — _ 12 20 21 5° 230 — — — 14 20 21 5° 230 — — — 16 20 21 5° • 230 — — — iB 20 21 5° 230 — — — 20 20 2i 5° 230 — — — 24 20 2t 5° 230 — — — 30 20 2t 5° 230 — — — 36 .20 17 4° 285 21 5° 230 42 20 12 30 380 21 5° 230 48 20 12 3° 380 17 4° 285 54 20 12 3° 380 17 d° 285 60 20 12 3° 380 17 4° • 285 64. 20 12 3' 380 17 4° 285 `poroxiirate tadua of.wrve produced by e.suoaessfai ci rotnt^ai lengths of pree.fufy deflected. hSpecbl Detection Beth must be spedfrslly cedsred and MI oe.inarked with white bell'ace for e35 y IdentlScatIon. Fce 6"tbo9t assanbly,the joints should be esecmbfed with the pipe In mason ioy stern al-mileru After joint asserrbly,the pipe may be deflected up in the rruc'mum shown[above.Offset dstanoea'are based an=-tt Lengths. Maximum,Allowable Separation Table No.2-4 ` Sire S Separation � to In. E nl ` 4 Va. iliiii `\.` 8 314 • 10 1VW `� 12 1'id 14 1°J 16 1V2 • 18 1d/n FO 1`Is 2tA , 24 2'l4 / 30 2/4 / 3G 2'in — 42 214, 48 2'1, 54 214n R=Padua cECune(R.I 60 3Va. 64 3'la Y=Deleollcrt finti0 rda7ees) ' I'lomhd Layne Lmmglh Ma rsuAtonable5ceparelian,'8',inStarrdardBelILcipela Rnd cf �=rn 2xTargirtkV+21. eppro imet tl[aqua 1e the rhecian plte Maffei in ncnee' tnl=Ihanm of*le diicefun orgle.Th'e 1 provided for irtcnnallos oily and shoub not be ussd to determine precise idnt de ecticn. 2-9 Duvall Avenue NE Submittal Package Page 5 ,' DUCTILE IRON PIPE AMERICAN Fastite®Joint Pipe 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 fol- the necessity for factory-made special lengths 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 canting 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 ker, 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 sembly. 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 cally for underwater or very wet installations with the two lengths of pipe in straight align- can be supplied when requested. 4 p Photo 1 Photo 2 r,11 1,1,1 1 13.E u i t'1.;1 J:i GN stored to a cow iocaluon,We of d rect SIN1IQtit, 2-10 Duvall Avenue NE Submittal Package Page 6 DUCTILE IRON PIPE Galion: 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 conettly 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 Fastlte 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 ment mug be maintained.) Push the plain furnish bell and plain end fittings to minimize end into the socket using any of the appfi- the need for backward pipe laying.Other de- cable assembly methods described hereinaf- 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 joints 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).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-akmgs mechanism to pull the cable taut in the and choker cables for manpower assembly of 2-1 1 Duvall Avenue NE Submittal Package Page 7 ADUCTILE IRON PIPE I rope and chain tackle(Photo 5)to attach all I the rigging together to effect "double line- I assembly from the top of the pipe(Photo 6). a Ii _r�__ ` The snatch block pulley and twin line rigging approximately doubles the assembly force '� _ 0 :� from the shun. come-along,making possible r� 'i. 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 „a push-on joint pipes, particularly when pipes have been installed for some time prior to re- moval. 3O1'44"Pipe APIIIP Photo 7 Push-on fitting or short pipe joint assembly is a basically the same as that of standard length pipe,though special rigging maybe necessary to hold these short Items reasonably stable for assembly.See also Push-On Fittings Assembly Instructions in Section 4. 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 1-ook and snatch bloc). 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.) 7 , „.........,4):000, ,.... Photo 5 2-12 Duv all Avenue NE Submittal Package Page 8 DUCTILE IRON PIPE A 1. Measure/determine the minimum (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. 17.. 3. Apply a load carefully with the jack A 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 installation guidelines, rounded using external clamping means. AMERICAN Fastite Joint Lubricant Requirement by Size of Pipe Table No.2-5 -.. Poe Size APO .P4r+rrdS Appnx_N .et In. of Lubncant Joints per Pound r Joint of Lubricant r 6 .045 22 "' ; `? 10 .47 14 12 .08 12 r 14 .09 t 1 16 .11 9 18 .12 8 `'"i 20 ,14 7 24 .17 rs 30 30 3 36 36 3 A 42 .44 2 48 .50 2 54 .59 2 • • . 4;. JI 60 .66 1 x •�T 64 .71 64"AMERICAN Fastite Joint pipe being installed in a wastewater application. 2-13 Duvall Avenue NE Submittal Package Page 9 DUCTILE 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 riot 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- --` sists of centering the lubricated end of the L entering pipe in the gasket and then push- ing against the bell face of the entering t pipe with a spade or crowbar driven into . the ground in front of the bell face. This 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 Spada 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 s, These methods are usually applicable 1 to the intermediate and larger sizes of AMERICAN Fastite Joint Pipe where the 111 tibar method might not be effective. It con- % 1l 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. -4 In other instances,the pipe may be assem- �`' - 4 bled by placing the backhoe or other earth �3 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 A; AMERICAN DUCTILE IRON PIPE AMERICAN Duct*?Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes 11. Table No. 3-12 Outside SPECIAL THICKNESS CLASSES-Wall ThIcknims Ni Inches' Sla• MuneIer , in. In. 00 51 se 53 54 55 se 4 4,80 - 26 .29 .32 .35 .38 .41 ) 6 i 6.90 .25 28 .311 .34 .37 .40 .43 > 8V 9.05 _27 .30 .33 .36 .39 .42 ,45 10 11,10 .29 .32 .35 .36 .41 .44 ,47 .). 12 13.20 .31 .34 .37 .40 .43 .46 .49 14 15.30 .33 .36 .39 ,42 ,46 .48 .51 16 17,40 .34 .37 .40 .43 .46 .49 .52 18 19.50 .35 .38 .41 .44 .47 .50 .53 20 21.60 .36 .39 .42 .45 .48 _61 .54 24 25.80 .36 ,41 ,44 ,47 ,50 .53 .56 30 32.00 .39 .43 .47 ,51 .55 .59 .63 36 38.30 .43 .48 .53 ,58 .63 .68 .73 42 44,50 .47 .59 .65 ,7/ .77 .6.3 ea 50.80 .51 .58 .65 .72 .79 .86 .93 .511 57.56 57 .at, .73 .a, .89 .07 1.05 •Treee are Speed Thicxness Classes as arown,n NOMA C ISO arc MCknele OW",AMEN C4n furnish any thiciatileis in between the SUBMITTAL REVIEW mayor prolear- Scwal ITIIIIERR38 are most IIPPIXIhOtety use/tdr same Mica:Sad,grro design conditions.and they are gerra-aly less ewtilable than standard pN No Exceptions Taken Fry measure rating and maximum dam of ccroar asp-II:dries at Son:: capatitilias can be evinvaleci by ounparint)metal thief rneesS and a Make Corrections Noted 3-I I or may be CIEliCLIkateci by Leung the design rormukie shown in AlAW 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. 110) Ductile iron pipe shall have a double thick cement Cisray Sir Osborne, Inc. CONSULTING ENGINEERS mortar lining and a 1-mil thick seal coat meeting the requirements of AWWA C104 per S.P. 9-30.1(1). By: AEIZIDRS Date:Meal Include updated Mfg. Cert. of Compliance. r 1-20 Duvall Avenue NE Submittal Package Page ti !BID ITEMS AK B06, B07, B08, B11, B12, B17, i 49 SIGMA MECHANICAL JOINT COMPACT FITTINGS DUCTILE IRON CLASS 350 as per ANSI/AWWAC153/A21.53 3"-48" DUCTILE IRON MECHANICAL JOINT FITTINGS CLASS 350 BASIC SPECIFICATIONS MATERIAL: Ductile Iron ASTM A536 PRESSURE: J 350 PSI Water Working Pressure(CLASS 350)3"-24": 250 PSI 30"-48" TESTING: J In accordance with ANSI/AWWAC153! A21.53&UL-FM requirements LAYING LENGTH: Short body design-straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characteristics, in accordance with ANSI IAWWAC153/A21.53(3"-48") CEMENT LINING/In accordance with ANSI IAWWAC104!A21.4 COATING: Tar coated (bituminous)inside and out in accordance with ANSI I AWWA C104/A21.4 GASKETS: SBR In accordance with ANSI I AWWA C111 /A21.11 T-BOLTS: Low alloy corrosion resistant high strength steel in accordance with ANSI/AWWAC111 /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 Ti L IMINIft 1---- A k H III t ( :: 00 ,♦ B D B.C. A E MECHANICAL JOINT DETAILS SUBMITTAL REVIEW )ETAILS Size A B B.C. C D E T T X No Exceptions Taken L Make Corrections Noted 3 3.96 2.50 6.19 3/4 7.69 7.62 .62 .58 Amend &Resubmit 5.5 4 4.80 2.50 7.50 7/8 9.12 9.06 .75 .60 Rejected-See Remarks 5.5 -> 6 6.90 2.50 9.50 7/8 11.12 11.06 .88 .83 5.5 8 9.05 2.50 11.75 7/8 13.37 13.31 1.00 .66 IMPORTANT NOTICE:This review 5.5 10 11.10 2.50 14.00 7/8 15.62 15.62 1.00 .70 does not relieve contractor from his 5'5 )12 13.20 2.50 16.25 718 17.88 17.88 1.00 .73 responsibility to comply&conform 5.5 14 15.30 3,50 18,75 7/8 20.25 20.25 1.25 .79 spons itY 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 7/8 27.00 27.00 1.44 1.02 8.0 24 25.80 3.50 30.00 7/8 31.50 31.50 1.56 1.02 1111008.0 30 32.00 4.00 36.88 1 1/8 39.12 39.12 2.00 1.54 8.0 36 38.30 4.00 43.75 1 1/8 46.00 46,00 2.00 1.70 C.3tY b Osborne, Inc. 8.0 42 44.50 4.00 50.62 1 3/8 53.12 53.12 2.00 1.45 CONSULTING ENG INEERS 8.0 48 50.80 4.00 57.50 1 3/8 60.00 60.00 2,00 1.45 By: ABZ/DRS Date:9/28/2021 8.0 Weights in pounds Dimensions in inches Alt Weights shown without accessories BID ITEMS B06, B07, B08 TRUMBULLTrumbull Manufacturing, Inc. 3850 Hendricks Road. Youngstown, Ohio 44515 Phone: Toll Free: Fax: 330.270.7888 9 877.504.1507 t 330.392.0756 www.trtimbull-mfg.cum Polyethylene 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 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 .„,,;gropeesto Mack i6f USA Made per p Tape Rolls ANSI/AWWA c105/A2L5'1O Per 1,000' JCONTINUOUS PERF'D every 20 FT. PERF'0every22 Fr. 11M3 LAVENDERME= BLACK 4 ' Layftat Weight Trumbull Trumbull Trumbull Trumbull Roll Trumbull Roll Trumbull Roll Pipe Size Width lbs./ft. Item Na 4 Item No. Item No. Item No.** Length Item No. Length item No. Length 'V 3"-6" 16" 0.106 — ---- ---- ---- 300 ft. 388-9942 300 ft. 388-9976 308 ft. 2 3"-8" 20" 0.132 388-9989 c 388-8705:388-8755 388-8805 300 ft. 388-9943 300 ft. 1388-9961 308 ft. 3 10" 24" 0.159 — --- F --- ---- 300 ft. 388-9945 300 ft. 388-9951 308 ft. 4 >10"-12" 27" 0.179 388-9993 ; 388-8710;388-8760 388 SUBMITTAL REVIEW i962 308 ft. 4 > 14"-16" 34" 0.225 388-9996 ° 388-8715 r 388-8765 388 M966 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;388-8767 388 Amend &Resubmit 0969 308 ft. 7 24" 54" 0.358 388-9999 k 388-8720 388-8770 388 --— Rejected-See Remarks t970 154 ft. 8 30" 67" 0.444 388-9985 ; 3888780;388-8772 38a IMPORTANT NOTICE:This review 1972 154 ft. 10 36"-42" 81" 0.536 388-9986 4 388-8723 ;388-8474't 388 does not relieve contractor from his 074 154 ft. 15 responsibility to comply&conform 48" 95" 0.629 388-9980 P special order* with the Plans. Specification,and r975 154 ft. 17 54"-60" 108" 0.715 388-9982 ' special order* Contract Documents. 1977 154 ft. 20 64" 121" 0.801 388-9984 special order* vial order** 21 * Indicates other sizes,types and colors that are available as U' +Y&Osborne, color or size. See Price Sheet for current sizes,colors&configurations s "�"T'"cE"G" ES also available. Lavender and purple Polywrap are printed with the text 'Ca By: ABZ Date: 9/20/2021 * Item 388-8474 IS NOT continuous, but is perforated every "Don't forget the Polywrap Tope!'"(Shown on page D-2.) Pol ywrop continues on the following page... 09/01/20 Page Revision Page 9-1 a 2020 Trumbull Manufarturinq,Inc. BID ITEMS B06, B07, B08, B11, B12, 815, B16, 817, 818, B21 E SIGIiA rm Quality — Service —Commitment— Delivered. ONE-LOK1M Series SLDE for Ductile ron Pipe • ' I 'r''..N.,,,,, I ••• °% • RP VI ----'''''Zir,„............ .414 is 0 I 0 r PA* l r ,1t i f Features &Advantages: 411. 4. 1) The SIGMA ONE-LOK Series SLOE is a mechanical joint restraining gland that implements a series of individually activated wedges into the mechanical joint follower $ gland.When the wedge segment is engaged by the actuating bolt,the primary contact edges of each wedge segment lock onto the pipe wall.This action causes the primary "441 contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONE-Lace unlade cam argon allows she restraining weak pipe. to + "9wPt+g the pica well mope securely as thrust force 2)ONE-LOK SLDE's precision contoured wed ges provide proper contact and support Wi` of the ductile iron pipe wall.Each wedge is manufactured with an elongated contour that rt evenly matches the outside circumference of each nominal diameter of ductile iron pipe. This elongated contour also eliminates the concern of damage to both the pipe wall and the interior cement mortar lining caused by point loading, even on the thinner pressure classes of ductile iron pipe. 3) ONE-LOK SLDE's wedge actuating bolt provides the installer with a visual torque indicator. The breakaway top ensures proper engagement of the wedge segment at the aNt scales r argon also accommodates deeea,n or the time of installation. Unlike other actuating bolts, the ONE-LOK SLOE is manufactured with a proprietary quality control system that ensures the breakaway tops will activate jam owing intimation.araa also einws for subeicience,seism c at the correct torque. The breakaway top is sized to match the same dimensions of or ober forces after instaaagon.up to the maximum snowed aeltection the bolts and nuts used to assemble the mechanical joint fitting and follower gland, eliminating the need for special installation tools. Once engaged, the actuating bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint,if necessary, Deflection Chart 4) ONE-LOK SLDE's unique wedge segment and actuating bolt design allows the two Nominal Size Item# Deflection components to interface using a cam action principle, allowing the wedge segments 3-12" 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' SL DE 18-SL DE30 1 5 dog other movement within the maximum deflection limitations of the mechanical joint under 36-64" SLDE36-SLDE64 1 deg applicable AWWA standards, SIGMA Corporation 700 Goldman Drive , 800 999 2550 p wvvw sigma .corn Cream Ridge, NJ 08514 , 609 758 1163 f I crrn-sates e',sigrnaca.com i i ONE-LOK'f°' 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 C111fANSl 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-LOK11 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 37OBHN • 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. -D r. A • IA .o-mino 0 /144 \'' _ \ ot‘ I OEM 1® 1f� -tio rs ,� -i.-- Section a-a Dimensions in Inches, Weights in Pounds Nom DI Steel Dimensions Bolts and Inserts pressure T-bolts Gasket Pipe Item# Wqt Pipe Plpe Size on on C F 0 T F^ 6 J K2 No Size Torque Rating No Size Torque No Item I • • 1r 3 SLOE) 5.6.0 3'36 --- 7.5, .1.16 1.58 0.55 9.40 0.750 6.19 759 2 7,19 75-90 350 4 579 1 5-60 1 IC-3 4 SLDE4 6 50 4,80 4.50 5 92 5.00 1.58 0.56 1024 0.875 7 50 9-12 2 71E 75.90 350 4 14:3.,5 75•90 1 11.1G4 - 6 SLDE6 10.00 630 8.825 8 02 r 10 1.58 0.60 12 34 0 875 9 50 11 12 3 715 75-90 350 •• '5-90 1 MG-S SLDES 14.50 9.06 8-825 10.17 9.25 1.83 0.75 14.32 0-875 11.75 13.37 4 71H 75-80 350 :, , .. 75.90 1 MG-8 10 Sir1F''0 13 077 111(1 1075 I727 11"1r1 7511 ',5 1654 0475 14 is 1.587 ., 7.8 75 0.0 5 90 1 L1{i.1!. 12 SLDE12 29.00 13.20 12.75 14.32 13 40 1.58 0.85 18..80 0.875 16.25 178E E 71E 75-90 350 3 -• i 75-90 1 MG-12 14 5-011E"4 191:;: I,Al -- II,441 ., ,-- ;'I, ;-II': Its t. 2025 10 r,5 Is-0 _ 860 10 .. . I,,' 1 MC--14 -* 513E16 49.67 17,40 -- 18.50 11 54 1-n 1.21 23 74 0.875 21.00 22 SUBMITTAL REVIEW m-so 1 M0.-15 18 510E 18 60.33 19.50 -- 20.53 19 64 1.77 1.25 25.54 0.875 23.25 24 75-9D 1 MG-i S 20 SLDE20 89.00 21.80 - 22.70 21.74 1.87 1.25 2794 o-175 2$50 27 X No Exceptions Taken 75..90 1 MG,20 24 S4.0E24 103 47 25107 .-. 26 88 25 45 1 92 1 47 :72 14 0 875 301)0 31 Make Corrections Noted 75-90 1 1,4C9-24 30 SLDE30 158.67 32.041 - 33.29 32_17 2.13 1.65 39.30 1.125 313.88 39 Amend & Resubmit 100.120 1 MG8•30 36 S&0E36 l:14 50 38,30 --- 39 59 38 47 3.15 1 76 48.07 1 125 ■3.75 46 Rejected-See Remarks 1D0-120 1 RIGS-39 42 SLDE42 34400 44.50 - 45.79 44.e7 3.55 225 5325 138 50.62 53 IMPORTANT NOTICE: This review 1213-150 1 MOS42 48 S�0E48 456..30 ( 50.B0 -- 52.09 50 37 I 3.51 2.25 59 55 1.38 ( 57.5 16D does not relieve contractor from his I 120-150 I 1 MGS48 54 'SEDE54 1045.00 57.56 _ 55,55 57..73 5,00 4,50 70,43 1.375 e3.2tf e7 responsibility to comply&conform 120-750 1 hiss-54 60 :9._DE83 113,.00 31.71 __ 62.90 61 78 6.00 4.50 74.52 1 375 87.72 72 with the Plans. Specification.and 1273150 1 MGS-60 64 54.0E64 12581k1 6667 - 66.UB 856E 6.00 4,60 78.68 475 71,96 7e Contract Documents. 120-150 I MGS-64 ONE-LOK SLOE was previously referred to as model SLD 'Prod ,1 '(•J;;c1,1t gasket, P'Dim shows OD after head is broken/removed. Size Vey Osborne, Inc. Size CONSULTING ENGINEERS Sizes 3"-12"is approved for thinnest class of DI pipe- Size Size By: DRS Date: 10119/21 0 At* Size pe Sizes 54".60"and 64"are pressure rated at 250 psi on DI Pipe LISTED APPROVE) Sizes-t"-12"are FM approved for 175 psi on DI pipe. 2 i SIGMA Corporation 'www.sigmaco.com Provide Mfg, Cert. of Compliance. I SIGMA,. Quality— Service—Commitment — Delivered. One Lok SLDE Wedge Action Restraint 1. Clean the fitting socket&pipe end. Lubricate mechanical joint gasket& • . pipe end with soapy water or approved lubricant meeting AWWA C111/A21.11. (A transition gasket is required if using on steel OD pipe) 2. Insert the One Lok SLDE Wedge Restraint on the pipe with the lip extension facing the pipe end followed by the gasket, tapered side toward end of the pipe. II I 111 3. Insert the gasket along with the pipe into the fitting socket and seat the gasket firmly and evenly into the gasket cavity, keeping the joint straight. 4. Push the One-Lok gland toward the fitting and center it around the pipe with 1111 the lip evenly against the gasket. 3 SIGMA Corporation www.sigmaco.com December 2018 SIGMA Corporation ONE-LOKTM Series SLDE for Ductile Iron Pipe Installation Instructions for Wedge Action Restraint with PVC Pipe & Mechanical Joint Fitting (Continued) 5_ Insert the T-botts with the T-head on the fitting side and nut on the restraint side.and hand tighten the nuts. Make the joint deflection as required keeping the wedge restraint centered on the pipe before torquing the T-Bolts. 6. Tighten the nuts in an alternate method (STAR PATTERN)to the recommended torque of 45-60 ft-lbs for 3". 75-90 ft-lbs for • 4"-24",100-120 ft-lbs for 30",36", t ��°•, 120- 150 ft-lbs for 42",48", 54". 60" &64" ; , ,- sizes, use of a torque indicating wrench - 4. , is recommended to confirm the applied torque. 6 7. Hand tighten each actuating bolt in a clockwise direction until contact is made between each wedge insert and the pipe OD. Continue tightening the actuating • bolts in an alternate method (STAR . " PATTERN) until all the break-off tops have • been removed. Never tighten actuating : •; ♦ '1 bolt more than 180 degrees before moving ♦ •1 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 I SIGMA Corporation www.sigmaco.com Qualified Product List http :/fwww.wsdot.wa.gov?biz/matsJQPL/QPLPrint.cfm?Product_no=20... Engineer's addition Washington State (productreview supporting documentation) October 19.2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: 5jgjna Corporation - Auburn, WA Product Name: ONE-LOK SLDE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Jan 3, 2019 To be completed by the field inspector: Quantity: Verified By: Date; I of 1 10/19/2021, 11:18 AM START PIPE PRODUCTS Joint Restraint Submit-ol Form I'�, �''1 --:: BID ITEMS B06. B07, B08, B11, Stargrip series 3000 } B 12. B 15, B 16, B 17, B 18, B21 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe SUBMITTAL INFORMATION PROJECT,NA:'JE: DUVALL AVENUE NE i • ENGINEER: 'PARAMETRIX I CONTRACTOR: ;REED TRUCKING & EXCAVATING I -• --- --- - -- — -- — J a SPEC. SECTION: I itc•piv series 3u00 ra Ductile,Tur";, , e . ►WRn.ti.ivM APPROVED AL AW WA RFfF ., ,, 1:111111:1 eill FEATURES&ADVANTAGES • Hie Wedge A sembty is designed with a Break-Off Torque Control Nut that will only txeak off in one direction.ensuring proper installation. • The Stargrip°offers a full 5°deflection through 17'size,3°on 14"•24',2°on 3fT-36-and 1"on 47'-48". • Minimum safety factor of 2:1 • Stargrip°sizes 3"-36'are listed with Underwriters Laboratories Inc.and sizes 3"-I2"are approved by Factory Mutual Research. 1214 • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable_ • No special tools are required for installation of the Stargrip•, • Stargrip"eliminates tie rods and thrust blocks. • Stargrip4 may also be used on minimum SCH 40 steel pipe'up to 17 I-transltlon gasket required on 12"and under;.F.-i 1 a and larger steel applications,contact Star Pipe. 1 rilllT4 MATERIAL SPECIFICATIONS: • Gland:Ductile Iron per ASTM A536,Grade 65-45-12 111114 • Wedges:Ductile Iron per ASTM A536.Grade 65-45-12 heat treated to o minimum of 370 BHN • Wedge Finish: Thermally cured fluoropolymer epoxy coating GLAND FINISH OPTIONS (Please check one): HARDWARE OPTIONS(Please check one): 1:11:1111114 ID Standard:alkyd enamel coating a Standard:T-bolts are high strength low alloy steel manufactured in accordance with ANSI/AW WA Optional:StarbendTM'TGIC polyester powder coating C 1111A21.11.00 applied by an electrostatic spray process El Optional:T-bolts and nuts alloy SS 304 per ASTM F593 D Optional:Other(specify) El Optional:T-bolts and nuts alloy S5 316 per ASTM F593 Optional:T-bolts and nuts Ftuoropolyrner Star-Blue COUNTRY OF ORIGIN OPTION(Please check one): El coated high strength low alloy steel manufactured in accordance with ANSI/AWWA C111/A21.11-00 Import E Domestic-AIS Compliant Eillilli CIO REV.21.0? A. r kEG0 rM IERED rRACERI(OF VAR PIPE PROCuCF St..a PPE P20D1rP5 *Ju51,.,cwovoinr rod.rf'tE I-LMXl-444-]RYtrrmal-15e-KOQ TOVRh•6iwi° .....wstvc4peprm.c.:cam Page 1 ....- 7 A il,. STAR' PIPE PRODUCTS Joint Ricistrcfnt Submittal F,.::..i.r-ri ,_ Stargrip*series 3000 1 Mechanical Joint Wedge Action Restraint ,,, for Ductile Iron Pipe TECHNICAL INFORMATION . lit .A............. 1-6111 MI N. *SI C I int in. 1.,.‘ 24 444' r,\ \ 1 / /"\t..7, , so C.14 t- if -• . . (...--''''. II SI : - ----... - - II I IJ.N., x; Pii.......%, 0.2 I .. 1 ... -.....„..... 44 e Ph 8.41,I:......... , y.4. viipv, 1:11:1 STARGRIP 3000 SPECIFICATIONS* NOM PRESSURE F W/NUTS APPROX Please . SIZE RATING (PSI1 350 A IS C D E F TWISTED G WEDGES 1-BOLTS OFF 4.8,4 2.40 4.D6 6.19 3/4 9.85 5,- ' 1 - NO.OF NO.OF check sizes: (1.85) 1 1 WT. 3 tomtit:1:g E 4 350 5.92 2.40 4,90 7.50 7/8 11,06 9.62 9.12 2 4 8 D2 2.40 7.00 9.53 ;',I8 13 36 11 72 I,2 3 6 "111111 . 8 6 350 11 Ei 8 E , 350 10.17 2.51 9,15 11.75 7/8 15.25 13.64 13.37 4itiF 6 17 350 12 22 2 51 1 I 20 I 4 00 7:8 I'25 15 88 '5 62 6 0 41714 1 12 350 14.32 2.51 13.30 16.25 7/8 19,50 17.98 17.88 5 24 1--- 1 4 350 1 6.40 2.91 15.44 18.75 -78 2'.25 20 12 20.9C 10 10 111:11111111111 Z 16 0 350 18.50 2,91 17.54 21.00 7/8 23.34 22.22 23,00 12 12 56 250 20.60 2.91 19.64 23.25 7/18 SUBMITTAL REVIEW 29 Ovary E 20 250 22,70 2.67 21.74 25.50 7/ 75 1:1011 E 24 250 26.90 3 50) 21_194 3r.2.01..1 ,'. L. No Exceptions Taken _ Make Corrections Noted 30 250 33.29 3.49 32.17 3 Amend & Resubmit -99 364.== 7-1 250 39 59 :3.-1,1 7,P.47 4:4Rejected-See Remarks Rei 42 E48 Notes: Contract Documents. 250 45.79 5.15 44.75 50.62 1-3 IMPORTANT NOTICE: This review does not relieve contractor from his 250 5-).09 5.15 51.05 57 sij 1-3 responsibility to comply&conform °Alt&moutons UP inches etivix*Isere tradtcared. ri....._ . 6 Stargwrs-*must he adequately wrapped or protected if they art'cvn.ered by con with the Plans, Specification, and Oat) that 400 • For applications exceeding the maximum precure ratings listed please contra itarxrip.). Gray otir Osborne, 1.11C. C11111114 • For applications with vertical offsets please contact Star Pipe Products for tee CONSULTING ENGINEERS • For applications on existing pipe,the pipe needs to be structurally sound and 1 Vir) order for the;417ligeS tolutwoon prquerly. Please contact Star Pipe Products l By: DRS Date:loilgr21 • Size,42.&41e"require extra long!14"x n V tholts. -products in RP121.1)k OR Es5VEr,t0,R.VOE..lac Of:71,4 PI*.M01.1CtS STAR.'WE.P5,000CM Provide Mfg. Cert. of Compliance. A. movsioN coltromicrou MEE 1.402-091.-KM. ItAX281-556-0Y0 wom3lcrrAPItcol)(3-cts cam TUVRIvietts.:6 Page 2 • Qualified Product List https:/www.wsdot.wa.gov!biz/mats'QPL"QPLPrint,Cfrn?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: j Date: Bid Item: Manufacturer: Star Pipe Products - Houston, TX Product Name: Stargrip Series 3000 Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 1 of 1 101 1912021, 1 1:54 AM