Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CAG-20-065 - Duvall - B6 - Furnish & Install 8-Inch CL 52 Water
DATE March 8,2022 AMERICAN CAST IRON PIPE COMPANY Certificate of Material Origin P/O #C3156-533 I D5E8745 Certificate of Compliance AMERICAN Ferguson Waterworks Contractor= Reed Trucking and Excavating CUSTOMER Duvall Ave NW DESTINATION QUANTTfY/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 J 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 Lnited 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-ANSUA,WWA C150/A21.50 and ANSI/AWWA C151/A21.51 MJ, FASTITE,& FLANGE-ANSI/AWWA CIII/A21.11 CEMENT LINING-ANSIIAWWA C104/A21.4;NSF61 listed I/ 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 Russ Williams,Project Coordinator ISSUE NUMBER: 01 QD-AA3F073 ISSUE DATE: 04/26/94 0 A M E R I C A N Cast Iron Pipe Company AMERICAN Ductile Iron Pipe Qualification Report Date:March 9,2022 THE RIGHT WAY d Customer. Project Information ACIPCO Sales Order/Release: D5E8745 Reed Trucking&Excavating Duvall Ave NE Customer PO#: C3156-533 Hydrostatic Testing Size(in.) Class Test Pressure(psig) Remarks 12 52 500 Passed 12 50 500 Passed 12 52 500 Passed 6 52 500 Passed 8 52 500 Passed 16 52 1448 Passed Representative Mechanical Properties and Chemical Composition Pipe ID Mechanical Properties Chemical Composition 14 Sze/Class Day Month Series Series Year Tensile Yield Elong CVNT CVNT C S Si Mg P Code Start End Cast KSI KSt % 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 This is to certify that the above listed materials comply,where applicable,with the following standards: ANSI/AWWA C1041A21 4-linings W ANSI/AWA C151/A21.51-Pipe 1 1� Z --- • Kerry Styron let Q.A.Manager Ductile Iron Pipe email to Russ whams Issue Number.02 OD-AA3F073 Issue Date: 04/26/94 Revision Number'02 Revision Date:10/06/10 I o _ �• i. �O, I i ' L L rJ' O O O' I 7' C�' C�' L ^' �' 3' O' @Y V" O O' U O' O' i?" L ?"� iv�v�v�O �ALvr�v • vv�iv�viv�v .r�v� i�w . vvvi o ! =Oh = ILib IfItlllriIIr111lrrnrll-t1111U PIUI 1JI 111111t11fIfIr' tin 1 iiiiii111111tit111111 uululutlutu utittlluultltlllrulunuuii1r IIll l 111 lretunl1 iiiitrret- AQ. ; ' _ = Co: ,a) = UNITEC Corporation = �o ` - e� 358 Upland Drive • Seattle,Washington 98188 Cam' .�. _ - = cam: 's) _ . = cam` .. ; , = Tertititatefit 3intnprrttiixt = co: i� I/ o' This is to certify that Gr7 ,sr-1-c.,.r2., scale(s) - _ C: 4� Located at: ,� y6k- /f/oti..q'1arr� qt —t .l i JA - co o' was (were) serviced on this 2d - day of 7Ifiv ,brut 20 '2-7, by an authorized representative of C c the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. _ o .0 _ • = Cam., i ,lot = A record of said inspection is on file at the above address and in the offices of UNITEC CORPORATION. _ *. 206 575-1100 Co 0� —111111t1111111111111111r1111111111111111111111111111111111.1111111u IIII1111111111 11i11 n 1•III1111917rIIJ11 n III111 IIIIlltllllll 1111111 n I1r111111111I111111111111I1111111= C•, 9c , ' ter_ i � a s N • o ANITEST 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, itraMrin W Aaron W. Young Vice President PO Number: NWA12756 BACT = Bacteriological MET = Metals NUT=Nutrients MIN=Minerals CONV= Conventionals ORG = Organics DEM=Demand P.1 Am Test Inc. Professional 13600 NE 126TH PL Analytical Suite C Services Kirkland, WA 98034 ANIFEST (425) 885-1664 LABOR A T o R E S www.amtestlab.corn ANALYSIS REPORT SQUAK MOUNTAIN MATERIALS Date Received: 02/24/22 10430 RENTON ISSAQUAH RD Date Reported: 3/2/22 , WA 98027 Attention: DMARYE DEDRICK Project Name: SQUAK PO Number: NWA12756 All results reported on an as received basis. AMTEST Identification Number 22-A002567 Client Identification (1) 5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050B 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 3050B KF 02/27/22 Lead 8.70 ug/g 0.84 EPA 6010D KF 03/01/22 • P.3 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002570 AMTEST Identification Number 22-A002570 Client Identification (4)5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST _ DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 8.89 ug/g 0.80 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002571 Client Identification (5)5/8 Sampling Date Total Metals PARAMETER . RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 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 3050B 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 3050B 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 . D.L. METHOD': " ANALYST DATE Acid Digestion Y SW-846 3050E 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 3050E KF 02/27/22 Lead 15.9 ug/g 0.84 EPA 6010D KF 03/01/22 • P.6 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002576 AMTEST Identification Number 22-A002576 Client Identification (5) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 11.5 ug/g 0.66 EPA 6010D KF 03/01/22 Aar n . Young Vice President P.7 Am Test Inc. Professional 13600 NE 126th PL ANFESTSealytical Suite C Services Kirkland, WA, 98034(425) 885-1664 LABoR A ToIESS 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# ANALYTE UNITS SAMPLE VALUE SMPL+ SPK SPK AMT RECOVERY 22-A002337 Lead ug/g 4.52 21.2 20.0 83.40% 22-A002576 Lead ug/g 11.5 37.0 35.0 72.86 % STANDARD REFERENCE MATERIALS ANALYTE UNITS TRUE VALUE MEASURED VALUE RECOVERY Lead ug/g 0.80 0.79 98.8 % BLANKS ANALYTE UNITS RESULT Lead ug/g < 0.02 P.8 • - • ) . • • . . . „. , .. AT-P EST AmTest Chain of Custody Record 13600 NE 126th PL, Suite C,Kirkland,WA 98034 • LABORATORIES - Ph(425)885-1664 Fx(425)820-0245 , • • www.amtestlab.com • r • - Chain of Custody No. 1— - Client Name.84.Address: .1 i,.._. Invoice To: .--.. •• i - ,•,,,,-.i,L,•• - 16,-....,-,st •,--. -•. •,! ••, -,.-- ,,,.zg,),/t.,. t(..,i 1 I- z ..../,Cv „; .i:/1.. , i; ;4 t?,ri ,/I,-;i':,4".f.1 ;./1/7/1.VII (7 I—,/,? •- ..• - ...V..(.,1:;!-;.1,..fl,'.. ;7 e IA;t.-:i: i u.,.,i....e 1•,.,•t••-‘-,.:(•I., i.,(-y e.,;•c't (-"1,•;:4,..:..f4, z),.•7--)- I .• 2.,1 ;V•tr!,P %.•.i ..[o;i. r..)I 0'• Contact Person: , „: Invoice Contact: 1. l. ,, Yt Iit ,l, N\ 11";( Y( - - . Phone No: -r'l ,., i../e3 4 e;-,te-,--7 PO Number: f ,•' ?-... -7 ii1,' Z.`i.- ? : // 'i“'''i ' 4-- / c).- • Fax No: Invoice Ph/Fax: E-mail: ir,-" ,/,-., [7,1 I-) _.), , , i,„(,:•L;A il,t1 ,../4./ i/ 1,;,..t Invoice E-mail: ,..,_,:.., ,-.1•L k,I/6 c., I-,,6--r\c--- i V iltfiA:-'VP=qr.' 'if"1 1/k/C1',1 r!ICI:..._k!...:x 1 ki VI—-r 1 -e-t, , I,. i i Report Delivery: (Choose alLthatapply) • Data posted to online account: YES / NO • Mail / Fax /C Ernall,./ / Posted Online Web Login ID: ..... Special Instructions: . . . . . Requested.TAT-:.,(Rush must be pre-approved by lab) 14. 5 Temperature upon Receipt: c`-'Standard,) RUSH ( 5 Day / 3 Day / 48 HR / 24 HR• ) Projea-NaTna: . , 1C- Analysis Requested ' in - tll" Project Number: 0.) 0 .c 75— —6. rci • E E X -La (6 CO 113 g (i) (f) CU u tU tU •44_ . Client ID 4-, fp E 0 u AmTest ID 0 = 0' (35 characters max) I • a . • _ . 7,- 507 i5ta (M .1 ... - • . .10 L4 • : . . :71( _ 5 • 71 _ 1 - l'Iti . _ • 7 2, . . IS 4 , - . . _ Cp11ecte51/Relinquished By: Date Time Received By: • Date Time ) -7 ell.. 7 .7 `;4,4.5e ••••• •';---- i„ c-, ;- Z...-1- li•///Vie - L ,---> 2/g-Lt I Z.Z.. t(IS Relinquished By: Date Time Received By: • • Date Time I_ Relinquished By: Date Time Received By: Date . Time 1 ... COMMENTS: • • • • . P.9 • - • Truck Scale Report &Certification ste w Date Tested: January 14,2022 CO �• . PIG Company Icon Materials E-mail... raysscalederek@yahoo.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 Sections: 12 #: 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 16705 Truck Scale Report & Certification '" --- Date Tested: January 14, 2022 CO 1:16 4 NG f Company Icon Materials E-mail'''. Name and Inbound Scale raysscalederek@yahoo.com 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 l 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 n 16705 Truck Scale Report &Certification Date Tested: January 14,2022 CO 11,E : NG Company Icon Materials E-mailer 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 8QEH Reg IQ 710 Sections: It: 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 ��`0'vv�✓��/VvvV VVvvvvvvi v..v--.vvvvvvvvvvv o c.1 _I,11tilliia1l11i111I I W I11111111it11111L111111111111111.1.LIIIIIII1j_W IIIIM ilut1111111l1111I11iL11_L1Lllllll11l111itill1IIIIi11 tl11111111111111111ll11i1111111iiiill_ CO :9') = UNITEC Corporation = �o: Una ec -_ . ' - 358 U land Drive • Seattle,Washington 98188 _ Co; .�� Qlrrttfiratr of ;Jt i tt 1n � . o' I_ This is to certify that (� 90 SO /cn�lJCiI scale(s) E Co -i I Located at: 5&4,10,-- J �1 — � -,P1-- / _ Co o' (�� - :9) _ was (were) serviced on this 1 day of 20 , by an authorized representative of = Co., `1 ' the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. o ' 0 _ _ ,G ,o' A record of said inspection is on file at the above address and in the offices of UNITEC CORPORATION. _' Co:, -1 o _ II 1 (206) 575-1100 • o OIt11I1111t111M111111Illsf11llrflll - iTITIlilt �ti !i I IIIIL[LII 1ii-ri 1T 1 ITmitiiillitiirr111111T= `D„ • I � o e\ �\/F\/0\/8\/c\/e\Ia /0l/\/a•I" /O /0�/0�/0\/\/e\/" /E�/\/aC\I�\/��Ie�/0\/� � � �� j Washington State 1�'j Department of Transportation Request for A roval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 0128c2022 Section I Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 80 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQFL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A44-A52 CSTC 5?8'Natural Sumr,,er Pit B-231 7 C4 1 2 ,B6-B9 A44-A52 rcnr, „A.wr.,� cr pN 7-P4 ,Bb-Bg A43-A52 ennk h B;Ffnlel 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_89 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 (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 0 Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materals 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% V FRACTURE: 100% %Passing No.200 Dust Ratio: %Passing No.40 'The minimum percent passing the No.50 and No.10D sieves may be reduced to 5 and 0,respectively,if the aggregate u to be used in an-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 114" 99-100 1" 75-100 %" 50-100 d 9-03.9(3) Crushed Surfacing No.4 20.80 4 Base Course Top Course nd Keystone No.40 3.24 4 Sieve Size Percent Passing No.200 10,0 max, 4 ---__ - Sand Equivalent 35 min. 1%" 99-100 1" 80-100 14" 99-100 4 %" 50.80 9-03.19 Bank Run Gravel for %" r8o-loo 4 Trench Backfill No.4 25-45 46-66 4 Sieve Size Percent lRP sing No.40 3-18 8-24 4 221� %:"rcO 4 No.200 7.5 max. 10.0 max.J No.4 22.100 %Fracture 75 min. 75 min. No.200 0-10 Sand Equivalent 40 min. 40 min. 4 Dust Ratio: %max. Sand Equivalent 30 min. f 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 .1 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 minimum percent passing the No.50 and No 100 sieves may be reduced to 5 and 0,respect ely.if the aggregate is to be used in ar-entrained concrete containing more than 400 lb of cement per cubic yard or in nonewentrained concrete containing more than 500 lb of cement per cubic yard(C 33 0.2) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Sieve Size Percent Passing 1%" 99-100 4 1" 75-100 9-03.9(3) Crushed Surfacing x" o 1 /4 (Base Course) Top Course and Keystone No.4 20-80 Sieve Size \ Percent Passing No.40 3-24 J No.200 10.0 max. l h" 99-100 1 — 1" 80-100 Sand Equivalent 35 min.4 54" 99-100 %" 50-80 4 %" 80-100 No.4 25-45 ab 66 9-03.19 Bank Run Gravel for No.40 3-184 8 2a Trench Backfill No.200 7.5 max.', 10.0 max. SirleiSiolg Percefsing %Fracture 75 min.T 75 min. _ 2" 75-100 t1 Sand Equivalent 40 min. 4 40 min. No.4 22.10o 4 No.200 0-10 4 Dust Ratio: %max. Sand Equivalent 30 min.4 �yYY}-YYZ • fYYYY rYYY"' Page added by engineer WSDOT MATERIALS LAB o1/28/2022 Aggregate Source Approval Report Owner: Cava Materials Aggregate Source: P5-B-231 Lessee: Known as: Cava Materials Pit Located in: S 1/2 NW 1/4 Section 18 T2ON RSE 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 Remarks• NOT Approved for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 02/01/2018 Expiration Date: 02/01/2023 Absorption:1.18 Apparent Sp.G.:2.735 Bulk Sp.G.(SSD):2.681 Bulk Sp.G.:2.65 Deg:70 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 geosynthetic reinforcement,the gravel borrow shall be tested for pH-prior to placement:For metallic reinforcement,the:gravel borrow"shall be tested for pH,reistivity,chlorides,arid sulfates prior to;placement:If the resistiiity'of the backfill material equals,or exceeds.5000 ohm-cm;the specified chloride and sulfate limits.may be waived,If the aggregate • source has variable quality,additional testing-may be required.Contact the Regional Materials Engirieer'or the State Geotechnical Engineer for direction'. Currently Approved for: Gravel Borrow for Str Earth Walls • ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 • Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) 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 IWWashington State IF 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 of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 081 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr.IQPL 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-B9 CSTC Icon Materials-Auburn A-464 7-04 1, 2 A44 A52 CSBC Icon Materials-Auburn A-464 7-04 1, 2 , B6-89 Project Engineer/Representative - 7 Date State Materials Engineer/Representative Date �G _._ 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 (HO): 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 03l2021 ®Contractor1:1 Region Operations Engineer 11 Fabrication Inspection 0 Region Materials 0 State Materials Lab-MS 47365 ICON Summary Report Sample Information Sample No 1264637438 roe Product Id 2380 Product Name Gravel Borrow BD Specification WSDOT 9-03.14.1 Gravel Borrow a6 Date Sampled 01/07/2022 09:00 Sampled By Skye Southward e Sample Type Investigative Sample Method Surge Pile 40 Notes 35 2022 Submittal (8) a° 10 0 5.rnOp«+m°rmml DUXES.016 D7°056 050 1 C D60 2.40 0,5015 002 Cu.149'Cc 079 Gradation Results Quality Results Date Tested Tested By Skye Southward Sieve %Passing Tolerances Test Result Unit Tolerances 4"(100mm) 100 99-100 FM 3.88 AASHTO 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 #40(.425mm) 25 0-30 Stew Size Pam*Panitr 99-100 #100(.15mm) 9 %Passing No.200 1" 75-100 #200(75pm) 6.7 0-7 Dust Ratio: %Passing No.40 %" �50-100 No.4 20.80 No.40 3-24 X No.200 10.0 max. Sand Equivalent 35 min. 9-03.14(1) Gravel Borrow Sieve She Potent 9-03.19 Bank Run Gravel for Trench Backfill 4" 99-100 2" 75-100 1/ 5i.r. ICita No.4 50-80 1f 2 75 401 No.40 30 max./ r O.4 22-100 No.200 0-10 No.200 7.0 max. Dust Ratio: ii max. 4 Sand Equivalent 50 min,J Sand Equivalent 30 min. StonemontQC 01/10/2022 CRH Americas Materials(AMAT) ICON Summary Report Sample Information Sample No 303028092 !OD / • A - Product Id 2350 Product Name 5/8"CS TC so. Specification 9-03.9(3)Crushed Surfacing TC Ba- Date Sampled 01/08/2022 10:00 70- Sampled By Randy Mattson 60. Sample Type Investigative 5": Sample Method Surge Pile - - .- Notes - Submittal 2022 30. r 30- �,>r" 3-... i t .i . t.... i . i . r1"1' I it i ' l ' q % 6 .-v a a . 1.. zti a 4.4. 'a SIM"Opel.n Om) 0,0[ES,-.023 030:106 DM 312 060.83 01547115 00,Cu..2123 CO,.OP 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 %o 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 Slew Size Percent Paste #16(1.18mm) 32 #30(.6mm) 21 lh" 99-100 96 Passing No.200 1" 75-100 J #40(.425mm) 17 8-24 oust Ratio' %Passing No.40 Si" 50-100 f #50(.3mm) 12 No.4 20-80/ #100(.15mm) 6 No.40 3-24 No. #200(75pm) 4.2 0-10 200 30.Omax./� 9-03.9(3) Crushed Surfacing Sand Equivalent 35 min.,/ Base Course (t Top course Keystone Passing •/Sieve Size Percent Passing 1v' 99-100 9-03.19 Bank Run Gravel for 1" 80-100 „ 99 100/ Trench Backfill %%" 50-80 Sell %" 80-100 J 2" Plig7-1044!dr No.4 25-45 46-66 J No.4 22.100/ No.40 3-18 8-24 t/ No. al0 No.200 7.5 max. 10.0 max.J Dust Ratio: %max. 1/ Sand Equivalent 30 min. %Fracture 75 min. 75 min. - Sand Equivalent 40 min. 40 min. J --' .................- V -V _....._...,...__..Materials(AMAT) ICON Summary Report Sample Information Sample No 655576787 ,..- ram+ Product Id 2379 Product Name 1 1/4"CS BC Specification 9-03.9(3)Crushed Surfacing BC ao- Date Sampled 01/04/2022 11:05 7.- Sampled By James Begley 60- Sample Type Process Control 1 5z: Sample Method Surge Pile 4.. Notes 2022 Submittal 30 .--7/ ;0- s- —s .f"_ I ,...... I. . .r ....r i it iT''Tl % *5 o - e-1.'s x.' s. SnOps..0( n/ D16(ESr 049 030 254 050 751 OW 1057 0151085 004 Cu 28 Sa Cc 137 Gradation Results Quality Results Date Tested Tested By James Begley Sieve %Passing Tolerances Test Result Unit Tolerances 2 1/2"(63mm) 100 SE 73 % >_40 AASHTO T176 2"(50mm) 100 Fractured Faces(>1) 98.0 % ?75 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 #4(4.75mm) 37 25-45 Pipe Zone Bedding #10(2mm) 25 S Size Percent Pa #40(.425mm) 9 3-18 1#" 99.100 96 Passing No.200 1" 75-100V/ #100(.15mm) 3 Dust Ratio. %Passing No.40 %" 50-100 #200(75pm) 2.0 0-7.5 No.4 20-80i No.40 3-24 i / No.200 10.0 max. 9-03.9(3) Crushed Surfacing Sand Equivalent 35 min. , Course Top Cause aril Keystone Sieve She Passim 1%" 99-100 1" 80-100 f 9-03.19 Bank Run Gravel for %" 99-100 Trench Backfill %" 50-80 %" 80-100 2" 7 5-100 i No.4 25-45 i 46-66 2 No.40 3-181� 8.24 No.200 0-10� No.200 7.5 max. / 10.0 max. Dust Ratio: 3 max, J %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 Owner: 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 29,29,T21N.RSE County: King • Remarks: Mineral Agg:and.Surfacing: Test Date: 10/17/2018 Expiration Date: 10/17/2023 Absorption:1.26 Apparent_Sp.G.:2.744 Bulk Sp.G.(SSD):2.686 Bulk Sp.G.:2.652 Deg:57 LA 14 Remarks: Currently approved as a source of aggregate for: • ATB Ballast BST Crushed.Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A •HMA Other Courses -HIM 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 CCASp.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'Spalis,.Rock.for Rock Wall,Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA Remarks: 1 of 2 1/31/2022,9:43 AM Aggregate Source Approval Report. https://www.wsdot.wa.gov/bizJmats/ASA/ASAReport.cfm?prefi)t A&pit. 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: 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 Wads: Test Date: 10/24/2018 ExpiratbnDate: 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 be required.Contact the.Regional Materials Engineer or the State Geotechnical Engineer for direction. Currently Approved for; Gravel Borrow for Str Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) 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 • Abi IWasithigton State moment of '" Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 01/06/2022 Section I Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 029B PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B17 ALL THRD ROD STS INDUSTRIAL Std.106 PPllan - 10 A49-A53 SP€EDCRETE/REDLINE EUCLID CHEMICAL Std. Plan - 10 r 310.1 A43-A48, B6-B8, ETHAFOAM SHEETS ULINE B17S.P. 7-04.2 3 and B18 Project Engineer/Representative ', ,-— Date State Materials Engineer/Representative Date L. ` -.„ — 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. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved p Yes ❑No Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 0.pproval Withheld: See Remarks 11. Miscellaneous Acceptance Criteria. Remarks (PE): COR-TEN Steel Tie Rods per COR Std. Plan-310.1 Remarks Mortar for pipe joints and grade rings and casting for CB (HQ): Type 1 shall meet requirements of AASHTO M 85, Type I or Type II, per Std. Plan -200.00&WSDOT 9-04.3 Mortar for Manhole Risers shall meet requirements of ASTM C270 Type S, per COR Std Plan -106 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer 0 Fabrication Inspection ❑Region Materials 0 State Materials Lab-MS 47365 r,r A307 All Thread Rod,Galvanized [BID ITEM 817 FOR HYDRANT RUNS The ASTM A307 specification covers carbon steel bolts and studs ranging from 1/4'through d'diameter.A307 is an economical low carbon material often manufactured using A36 round Dar Dimensional specifications 0000 are governed by ASME 818,31.3.A307 all thread rod is available ih hot dip galvanized finish which provides a corrosion resistant zinc coating.The all thread rod irsted out this page la domestic.melted and manufactured in the USA, PRODUCTS GOVERNING STANDARDS MECHANICAL PROPERTIES CHEMICAL PRDPERTIES • GOVERNING STANDARDS .. .. SUBMITTAL*twiny No Eac000rs Talus MW Cm-bore Nulty —&mood a Reybboo ASTM A30' Covers to rnecnar&at and material requrerrents rot mcn seites fasteners 4r diameters tram T Rerod ea-Sen Rennrkv 1 4'1nrougn 4-made or',Mthnn vfl na4111g a melhnrim'ensae strerde,of 60 000 psi IMPORTANT NOTICE Bits rer.w does not rehe0e mm Cumtic a firm nononeehly to Cemtey a conform AMME E12.31 3 COI2ls Me genera and Cie r51004i data PO(sacs series mnreadest raft • COR-TEN RN*Toe Rads war went the Plan.Spldlcalons and COR hid.Plan 316.1 Curbed Uanerenl6 4160 AWE a1.1 UNC a Spouses me thread(Oral.sews cuss.aBOwanre tolerance,and desnjnalbm no Orbs'screw C & UNF Class 2A threads by DRS DAN 1111/2522 Disinter Thad Pitch + >> A307 All Thread Rod,Galvanized of I The Euclid Chemical Company LIL SPEED CRETE RED LINE FD RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL DESCRIPTION r SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE O RED LINE is a proprietary formulation of blended portland cements,finely processed selected aggregates, and specific chemical additives that undergo a chemical"hyper hydration"and produces a stable, low permeability, cementitious matrix. SPEED CRETE RED LINE can be"shaved"for detailed repairs. rn PRIMARY APPLICATIONS • 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 to m The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. Compressive Strength, psi (MPa)ASTM C1D9 Freeze Thaw Durability Factor ASTM C666 24 Hour 2,550(17.6) 300 Cycles 96.75% 7 Day 4,000(27.6) c 28 Day 5,700(39.3) Shrinkage 50%RH ASTM C157(3"x3"x11"specimens m were removed from molds @ 24 hours) Set Time,ASTM C266 2 Initial 8 20 Min 28 Day -0.069% rn Final 15-30 Min Expansion 100°/a 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 CO �1 PACKAGING CDA SPEED CRETE RED LINE is packaged in 50 lb (22.7 kg) poly-lined bags, and 50 lb(22.7 kg) pails wo o ; SHELF LIFE -4 4x 18 months in original, unopened packaging COVERAGE One 50 lb (22.7 kg) bag yields approximately 0.47 ft3(0.013 m3)when mixed with 5.5 qt(5.2 L) water 19215 Redwood Road • Cleveland, OH 44110 www.eutlidchemital.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�""-"•'H+bbli o r r ACI 306R "Guide to Cold Weather Concreting". ITTA • 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 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. tsray Osborne,T CONSULTING ENGINEERS Rev.03.19 By. DRS Date 1/11/2022 WARRANTY:The Euclid Chemical Company("Euclid'I solely and expressly warrants that'fs products small be free from defects in materials and workmanship for one(I)year from the date of purchase.Unless autnonzed ,n writing by ar officer of Euclid no other representations or statements made by Euclid or its representatives.in writing or orally.shall alter the warranty.EUCLID MAKES NO WARRANTIES IMPLIED OR OTHERWISE. AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PAR'ICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME.If any Euclid product fads to cor If,.,,,n with this warranty.Euclid will replace the product at no cost to Buyer.Replacement of arty product shaft be the sole and exclusive remedy avalable and buyer shall have no clam for incidental or consequential damages.Any warranty claim must De made within one III year from the date of the aarmed breach.Eucfio does not authorize anyone on its behalf to make any written or oral statements which in any way after Euclid's nnstailation information or instructions in its product literature or on Its packaging labels.Any installation of Euclid products whim tails to conform with such irstallation information or Instructions shall void this warranty.Product demonstrations,if any.are done for illustrative purposes only and do not constitute a warranty or warranty alteration of any kind.Buyer shall be solely responsible for determining the suitabrfity of Euclid's products for the Buyers intended purposes. ULINE 700 Uline Way Allentown, PA 18106 - PHONE (800)295-5510 • WEB uline.com • FAX(800) 295-5571 January 4, 2022 Ferguson Waterworks 2042 112th St S Tacoma, WA 98444 Hello Mark, This is the Specification Sheet for S-12856- Plank Foam without Adhesive- Non- Perfed, White, 48 x 96 x 2". • Flexible low-density polyethylene foam is highly resilient, shatter proof and tear resistant. • Water, fungi and mold-resistant closed cell foam. • FDA compliant for indirect food contact. • Non-perfed sheets, no adhesive. • Temp Range --78° a +101°C (-110°to +215°F) Please contact our Customer Service Department at 1-800-295-5510 if you have any additional questions. Sincerely, Andrea N. Customer Service 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. Gray 8z Osborne,Inc. CONSULTING ENGINEERS By: DRS Date: 1/20/22 CHICAGO •ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA • RENO •SEATTLE • MEXICO •CANADA AIant. Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01/11/2022 Section I Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for Information that was omitted. RAM# 066 / 066A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr.iQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code �, ,_,,t,. 9-03.14(1) Sand Equrv.CSBS Squak Mountetn Gravel Borrow 2 q-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 g-03.211C Trench Backfill ( ) A43.03.02 Pipe Zone 9-03.12(3) to Bedding Squak Mountain -Issaquah, WA 9-03.21(1)C 1, 2 A48.03.02, B6.04 to B8.04, 89.05 Project Engineer/Representative Date State Materials Engineer/Representative Date - 1/13/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 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 0 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 Pass Sieve Size Percent Passl 2'h" 99-100 114" 99-100 I 2" 65.100 1" 75-100 J I 1" 50-85 X %" 50-100 No.4 26 44 J No.4 20-80 No.40 16 max. i No.40 3-24 f No 200 9.0 max. / No.200 10.0 max.I-- nit,.,t Ratio• z:man Sand Equivalent 35 min./ S...nd E:-auivalent 25 min U.S.Standard Sieve Opening in inches U.S.Standard Sieve Numbers Hydrometer Results 100% 20 4 4 3 1% A % A 44 10 16 20 30 40 50 100 200 0% 90% .. i ,1 . . . . 10% 80% 1` , . . , . 20% A 1 11. r .� 60% .- ` 4, r m T % �� 40% a) 50% '% 50% a 40% • 60% 30% . %.• �% ,. . . , , 70% IX e 20% �'%, . .% 80% 10% ---7,..ftliejskli 90% 0% ��r�...� 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 D,,,- 0.19 USCS Ciessification %Gravel %Sand Sample 4:20-198 D30= 3.25 GP-GM.Poorly graded Gra 61.8' 31.3°9 Sample ID:Squak Mtn CSBC Do°= 11.87 Specifications Source:Stock Pik Cc=4.57 W SDOT 9-03.9(31 Base Course 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.MI" 150.00 100.0% #4 I 4.750 38.2% 38.2% 45.0% 25.0% 4.00" 100.00 100.0% #8 2.360 25.2% 3.00" 75.00 100.0% #10 2.000 23.2% 23.2% ' 2.50" 63.00 100.0% #16 1.180 19.5% 2.00" 50.00 100.0% #20 0.850 17.9% 1.75" 45.00 100.0% #30 0.600 16.8% 1.50" 37.50 100.0% #40 0.425 16.0% 16.0% 18.0% 3.0" 1.25" 31.50 100.0% 100.0% 100.0% #50 0.300 12.7% 1.00" 25.00 94.3% 94.3% 100.0% 80.0% #60 0.250 11.4% ' 7/8" 22.40 88.0% #80 0.180 9.6% 3/4" 19.00 79.9% #100 0.150 8.8% 5/8" 16.00 72.7% 72.7% 80.0% 50.0% #140 0.106 7.7% 1/2" 12.50 61.9% #170 0.090 7.3°l0 3/8" 9.50 52.7% #200 0.075 6.9% 6.9% 7.5% 0.0"0 114" 6.30 42.9% #270 0.053 #4 4.75 38.2% 38.2% 45.0% 25.0"o `.... ' Copyright Spears Fngince nng&Tr.hni.:al Seni°ex 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 Percent Passing Sieve Size Percent Passing for Trench Backfill 4" 99-100 J 4" 99 100 d Sieve Size Percent Passing 2" 1 75 100 2" 75-100 it 2rr No.4 22-66 J 75-100 No.4 50-80 X No.200 SA max. X No.4 22-100 T No.40 I 30 max. %PassingNa 200 No.200 0-10 / No.200 1 7.0 max. t/ Dust Ratio: %Passing No.40 %max. Dust Ratio: %max. Sand Equivalent 50 min. tl Sand Equivalent 60 min. X Sand Equivalent 30 min. 1 iAfashington State V71 Department of Tin Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 12/14/21 Section/Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING.INC This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 031A PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B06,808,B11 316SS BUS& CAIN BOLT&GASKET 7-16 3 NEOPRENE GSKT 41e6=ee74c8, erftPE-f-EiR-Wdeffr+ 7 16 11rr,-ttr� (not included in this submittal) Project Engineer/Representative Date State Materials Engineer/Representative Date L 1/4/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. t 3 I Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ®Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 O Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted BID ITEM B17 SPEC REF 7-16 = Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review 316SS B 0 LT does notirelievetyto contractorplyofrnfo his responsibility comply&conform with the Plans,Specification,and STAINLESS STEEL Contract Documents. (TYPE 316) (i,,sy 8c O,bo. ,LUG CONSULTING ENGINEERS MECHANICAL PROPERTIES By DRS Date 1/4/22 FULL SIZE BOLTS,SCREWS,STUDS MACHINED TEST SPECIMENSOF BOLTS,SCREWS,STUDS YIELD TENSILE YIELD TENSILE ELONGATION IN HARDNESS STRENGTH,MIN,0.2% STRENGTH,MIN PSI STRENGTH,MIN,0.2% STRENGTH,MIN 4D,MIN, % ROCKWELL,MIN OFFSET,PSI OFFSET,PSI PSI 50,000 90,000 45,000 85,000 20 B85 CHEMICAL PROPERTIES ELEMENT CHEMICAL COMPOSITION,%MAX (UNLESS MIN/MAX LIMITS GIVEN) CARBON 0.08 MANGANESE 2.00 PHOSPHORUS, MAX 0.045 SULFUR, MAX 0.030 SILICON 1.00 CHROMIUM 16.00-18.00 MOLYBDENUM 2.00-3.00 NICKEL 10.00-14.00 31655 BOLTS ARE INTENDED FOR USE IN CORROSIVE ENVIRONMENTS.ADDED NICKEL AND MOLYBDENUM GIVE THEM SUPERIOR CORROSION RESISTANCE AND INCREASED TENSILE STRENGTH AT HIGH TEMPERATURES WHEN COMPARED TO 304SS.316SS BOLTS ARE SUPPLIED IN A HEX HEAD PATTERN PER ASME B18.2.1 STANDARD FOR SQUARE AND HEX BOLTS AND SCREWS.THE NUT NORMALLY USED WITH A 316SS BOLT IS A 316SS HEX NUT. NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. • SUBMITTAL REVIEW X No Exceptions Taken BID ITEM B17 SPEC REF 7-16 _ Make Corrections Noted Amend&Resubmit Rejected-See Remarks 316SS N U T IMPORTANT NOTICE:This review does not relieve contractor from his responsibility to comply&conform with the Plans. Specification.and STAINLESS STEEL Contract Documents (TYPE 316) Gray&Osborne..I MECHANICAL PROPERTIES CONSULTING ENONEERS By DRS Date 1/4/22 YIELD STRENGTH, PSI TENSILE MAGNETIC PERMEABILITY REDUCTION IN ELONGATION % HARDNESS STRENGTH,PSI AREA% ROCKWELL,MIN 55,000-75,000 100,000-125,000 2.0 MAX 40 30 B100 CHEMICAL PROPERTIES \4' ELEMENT CHEMICAL COMPOSITION,%MAX (UNLESS MIN/MAX LIMITS GIVEN) CARBON 0.08 MANGANESE 2.00 PHOSPHORUS 0.045 SULFUR 0.030 SILICON 1.00 CHROMIUM 16.00-18.00 MOLYBDENUM 2.00-3.00 NICKEL 10.00-14.00 316SS NUTS ARE INTENDED FOR USE IN CORROSIVE ENVIRONMENTS.ADDED NICKEL AND MOLYBDENUM GIVE THEM SUPERIOR CORROSION RESISTANCE AND INCREASED TENSILE STRENGTH AT HIGH TEMPERATURES WHEN COMPARED TO 304SS. 316SS NUTS ARE SUPPLIED IN A HEX HEAD PATTERN PER ASME B18.2.2 STANDARD FOR SQUARE AND HEX NUTS.THE BOLT NORMALLY USED WITH A 316SS NUT IS A 3165S HEX BOLT. NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. SUBMITTAL REVIEW BID ITEM B8 SPEC REFERENCE 7-16 X , No Exceptions Taken Make Corrections Noted Amend&Resubmit _ Rejected-See Remarks IMPORTANT NOTICE This review Neoprene does not relieve contractor from his responsibility to comply&conform with the Plans.Specification,and Commercial grade neoprene rubber ( cr ) Contract Documents 415) Moderate oil, acid, and abrasion resistance ci.a,.Sr Osborne,Inc. CONSULTING ENGINEERS By. DRS Date 1/4/22 Temperature range: -20 deg f to +190 deg f Maximum pressure: 150 p.S.l. Tensile strength: 1000 p.S.l. Durometer: 55 to 65 shore a Elongation: 350% Neoprene is a good general-purpose gasketing sheet, as it will resist a wide variety of media. For additional information please contact the sales office. DISCLAIMER:PROPERTIES AND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. FAILURE TO PROPERLY USE GASKET MATERIAL COULD RESULT IN SERIOUS INJURY OR DEATH. • . i � Washington State T!� Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 _ Section/Tide of Project Duvall Ave NE County King Contractor Subcontractor Reed Trucking & Excavating, Inc. This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 033A PE Use Bid Item Material or Name and Location of Fabricator, Specification PEJQPL HdqtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code DI Pipe B8 F t iFIE S - 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 12/28/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. Acceptance Criteria: Mfg.Cert of Compliance for'Acceptance'prior to use of material. See Remarks 3. Acceptance Criteria; Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment',WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10, Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Per Special Provisions 9-30.1(1) DI Pipe shall have Double Thickness Cement Lining -for 6",8"12"&16"DI Pipe. Remarks 1-mil Thick Seat coat required. (HQ): All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and shall meet the requirements of AWWA C151. All ductile pipe shall be minimum Standard Thickness Class 52. Mfg. Cert. of Compliance shall meet requirements of WSDOT 1-06.3 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0 Region Operations Engineer ❑Fabrication Inspection El Region Materials State Materials Lab-MS 47365 BID ITEM B08 SPEC REF 7-16 M , 1 1 DUCTILE IRON PIPE AMERICAN Linings for Pipe and Fittings The principal standard covering cement lining is ANSI/AWWA C104/A21.4.This and other standards are referenced throughout this Section either by the full ANSI/AWWA designation or by only the AWWA numbering,such as AWWA C104:: Along with technical and metallurgical 1.Cement Lined per AWWA C104. advancement in piping materials, research 2. Asphaltic Lined per AWWA C110, on lining requirements for pipe and fittings C115 or C151, has resulted in the development of linings to 3. Fusion-Bonded Epoxy (for meet many different service requirements. 4"-16"Fastite fittings) per AWWAA C116. AMERICAN offers several types of linings, 4. Special Lining- for unusual service the most common being cement lining. conditions Pipe and fittings furnished by AMERICAN are offered unlined or with linings as follows: Cement Lining Cement-mortar lining for ductile iron ANSI/NSF Standard 61 for potable water pipe and ductile and gray iron fittings for contact. water service is in accordance with ANSI/ Flow tests on cement-lined pipe under AWWA C104/A21.4, varying service conditions have established Eernent-lined pipe:is afs-o-farms-hied-for--th-at—the T fficient some sewage service and a number of other remains as expected at about 140,and flow applications.In fact,most pipe furnished is tests on cement-lined, large-diameter cement lined, providing improved flow AMERICAN Ductile Iron pipe have characteristics and the required protection confirmed flow coefficients much higher against internal corrosion. The cement than 140. lining is satisfactory for temperatures up • to 212°F. If asphaltic seal coat is furnished, Handling Cement-Lined Pipe and the lining is only adequate for temperatures Fittings up to 150°F. For other services contact Pipe and fittings with cement lining AMERICAN regarding temperature should be handled with rubber-covered limitations of cement lining. hooks or other type equipment to prevent The first recorded installation of damage to the cement lining. Bare forklift cement-lined gray iron pipe was in 1922 at arms or bare hooks should not be inserted Charleston,S.C.This lining was developed into open ends. by the Charleston Commission of Public Works in cooperation with American Cast Characteristics of Cement Lining Iron Pipe Company. Since this beginning, AIVANv1r C10 allows for surface.raiiig and AMERICAN has furnished most of its pipe cracks of a specified nature and magnitude. with cement lining. The lining is applied Occasionally cracks and looseness in linings centrifugally with the speed of rotation may occur prior to installation,particularly designed to produce a smooth waterway where pipe is stored for a considerable time. surface,minimal voids,yet retaining enough Many years'experience with cementlined moisture for proper curing. AMERICAN pipe and fittings has -verified that this cement-lined pipe and fittings are listed by condition is not detrimental to the perfor- 11-1 DUCTILE IRON PIPE mance and effectiveness of the lining. AWWA C104 provides that damaged When a cement-lined pipe is placed in lining may be repaired, and the following service and filled with water,two reactions repair procedure is recommended: begin immediately. The first is a gradual 1.Cut out the damaged lining to the elimination of the temperature differential metal. Square the edges. between pipe and lining, thus eliminating 2. Thoroughly wet the cut-out area any stresses in the lining due to this and adjoining lining. condition. 3.With the damaged area cleaned and Secondly, the lining begins to absorb the adjoining lining wet,spread the mortar water into the pores of the cement and into (see recommended mix below)evenly over the capillary channels of the calcium silicate the area to be patched.(See Table No.11-1, gel.The water absorption causes the lining next page,for lining thicknesses.)After the to swell, restoring it to intimate contact lining has become firm and adheres well to with the pipe wall and virtually closing any the surface, finish it with a wet 3" or 4" cracks present in the lining. This swelling paint brush or similar soft bristle brush. process is relatively slow, taking up to 4. The repaired lining should be kept several weeks for the lining to be restored to moist by tying canvas,wet burlap,or other its maximum volume.This process has been wrap over the ends of the pipe or fitting for demonstrated on a number of occasions to at least 24 hours. As an alternative the the satisfaction of customers, contractors repaired lining may be seal coated with a and engineers by immersing a pipe or cut back type of asphaltic seal coating.This fitting in water for one or two weeks. must be sprayed or brushed on within five After a period of exposure to water, to 30 minutes after lining.To maintain NSF not only does the lining tighten against the certification, patch must be made using a pipe wall and the cracks close, but finally NSF certified cement for 4" pipe and larger, the surfaces of the cracks actually re-bond. or the patch must be topcoated with NSF This occurs by a process called autogenous certified asphalt paint. healing. This phenomenon, long recognized by the Recommended Cement Mix cement industry, has been documented by Cement mix by volume: 3 parts of laboratory tests to occur in cement-lined sand,2 parts cement. ductile pipe. In one test, a 48" ductile iron pipe with severely cracked cement lining Precautions was held half full of water for several 1.Mortar for lining should not be used months. At the end of that period, the after it has been mixed for more than one lining both above and below the water hour. surface was found to be tight, with all 2. Too rapid a loss of moisture from cracks either healed completely or sealed by fresh linings due to hot weather or high the formation of calcium carbonate. wind will prevent proper cure, resulting Field inspections of lines that have in the lining being soft and powdery. To been in service for many years have verified prevent this loss of moisture,(a)do not line the laboratory results; cement linings do hot castings and (b) close the ends of the tighten and heal in service and provide the castings with wet burlap. corrosion protection to the pipe and the 3.Fresh linings that become frozen will high flow coefficients for which they were not be serviceable.Avoid lining in freezing designed. weather. Field Repair of Damaged Cement Linings Cement lining will withstand normal handling; nevertheless, pipe or fittings may be found at times to have damaged linings which need to be repaired before placing in service. 11-2 SUBMITTAL REVIEW ,' Di giLJe shall have Double Thickness Celinent Lininun. No Exceptions Taken All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and X Make Corrections Noted shall meet the requirements of AWWA C151. Amend 8 Resubmit All ductile pipe shall be minimum Standard Thickness Class 52. _ Rejected-See Remarks IMPORTANT Nli,c CE:This review does not relieventractor from his A responsibility tor y&conform with the Pans,5ificatian,and DUCTILE IRON PIPE rtontrant flrw-tirnpnts lieth Cement Lining cONBULTINGEHONE-as ANSI/AWWA C104/A21.4 Sy: DRS r�e�;12/21t21 Thicknesses and Weights Table No. 11-1 I l Nominal Standard Thickness 1 (Double Thickness Size Pipe Length I 1 in. ft. Mirimum Weight - Weight Minimum Weight ' Weight Thickness Per Foot ' Per Length Thickness Per Foot l Per Nominal in. lb lb in. Ib Length lb r 4 4 18 87 i 17 1.71 31 6 20 30 1 26 2.57 51 u 20j , '.1. 35 rt II 3,45 69 on )1 g 47 4. 8 86 ,n q 12 i 20 2 57 51 • - J 5.12 102 t4 '9n f ,t'fr.; 30 8.93 179 1 16 20 1 r� 5 13 103 10.19 204 18 20 1 "/n b 7b 115 1•,, 11.47 229 20 20 3/32 6.40 128 3r,e 12.73 255 24 20 /aa 7.68 1 /,a 15.31 06 30 20 '/8 12 70 2 la 25.4208 36 20 fe 15.31 306 1/,, 30.51 610 42 20 '/s 17.82 356 '7, 35.53 711 48 20 '4 20.35 407 'ia 40.60 812 54 20 '/0 22.89 458 _ 1r4 ' 45.68 914 60 20 '/0 24.71 494 V., 49.32 986 64 20 '0 26 35 527 52.61 1052 Weights are based on the mu-imum lining thicknesses for minimum pressure classes of Fastite ductile iron pipe. Actual lengths and weights may differ from above. AMERICAN reccmmenes the use of standard tt ckress cement:ring per AWWA CtO4 for all normal ristatatitxis. _ 4 tga a r rF7 Y. . ,_ //:'" , ' AON. I le This 64"Ductile Iron Fastite Joint water transmission main was furnished with standard cement lining for continuing high flow performance. 11-3 Washington State • V. 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 I Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For WSDOT Use Only be returned for Information that was omitted. RAM# 059&061 PE Use Bld Item Material or Name and Location of Fabricator, Specification PEJQPL 11dgtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code r435, CSTC Black River Quarry 4-04 10 A44-52, .. I . Project Engineer/Representative --- - Date State Materials Engineer/Representative Date 12/16/2021 Acceptance Action Codes for use by Project.Engineer and State Materials Laboratory ' 1. Acceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑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: Per ASA Report, source not approved for CSTC Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 El Contractor 0 Region Operations Engineer ❑Fabrication Inspection El Region Materials El State Materials Lab-MS 47365 , WSDOT MATERIALS LAB 12/16/2021 Aggregate Source Approval Report Owner: Kangley Rock&Recycling, Black River Aggregate Source.. -A-51D Lessee: Known as: Kangley Rock&Recycling, Black River Located in: T23N, RANGE4E, SECTIONI4 Section 14 T23N R4E County: King Remarks: Tier 1 & 2 Recycled Concrete Aggregates (RCA). Acceptance is based on Toxicity Test Report & Certification of Toxicity Characteristics per 9-03.21(1) & Field Testing for Grading, Sand Equivalency and/or Dust Ratio per 3-04 &9-03.See QPL for further info. Mineral Agg.and Surfacing: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: NOT approved as an aggregate source for: 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 Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Aggregates for Concrete; Test Date: Expiration Date: ASR-14 Day: ASR-One Year: CCA Absorption: CCA Sp.G: Deg: FCA Absorption: FCA Organics: FCA Sp.G: LA: Remarks: NOT approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Riprap,Quarry Spells,Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: NOT Approved for: Quarry Spills 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 Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1)_ Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B 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 1G) AGGREGATE SIZE: 5/8" TESTER: Sean SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE RETAINED RETAINED PASSING COS 9-03.9 3/4" 0.0 0 100 100 1/2" 0.3 3 98 80 - 100 3/8" 1.1 11 _ 89 #4 3.5 35 65 46 - 66 #40 8.5 85 15 8 - 24 #200 9.9 99 2 0 - 10 PAN 10.0 100 0 WET SAMPLE: 10.4 TOTAL MOISTURE: 3.8% DRY SAMPLE: 10.0 S.E.: 62% FM: 1.20 FRACTURE % 95% DUST RATIO: 10% 'The minimum percent passing the No.60 and No.100 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 nonair-entrained concrete containing more than 500 lb of cement per cubic yard(C33.6.2) Ankh Washington State 17_ Department of Transportation Request for Ap roval 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# 060 PE Use Bid item Material or Name and Location of Fabricator, Specification PEIQFL HdgtrJQPL HQ Use No. Product/Type •Manufacturer or Pit_Number . Reference Code Cade A35 CSTC Kangley Rock & Recycling 4-04 1, 2, A44-52; 1175, B6-B9 ASA Project Engineer/Representative - Date State Materials Engineer/Representative Date i L G 12120/2021 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory ODAcceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 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 Q Yes 0 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. i 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). (HQ) 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 (J Contractor Region Operations Engineer ❑Fabrication Inspection Q Region Materials Q Slate Materials Lab-MS 47365 w 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 J 100 112" 0.3 3 98 80 - 100 3/8" 1.1 11 89 #4 3.5 - 35 65 1' 46 - 66 #40 8.5 85 15 J . 8 - 24 #200 . 9.9. 99 2 J 0 10 PAN 1.0.0 100 0 • WET SAMPLE: 10:4----TC7T`AL IVIO1STURE:- 8-$% D.RY SAMPLE: 10.0 S.E.: 62%`r FM: 1,20 FRACTURE % 95% J DUST RATIO: 10% `The minimum pereent 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 tb of cement per cubic yard or in nonair-entrained concrete containing more than 500 lb of cement per cubic yard(C 33 6.2) ® WSDOT MATERIALS LAB 12/16/2021 Aggregate Source Approval Report Owner: Kangley Rock&Recycling, Black River Aggregate Source. RS-A-516 Lessee: • Known as: Kangley Rock.&Recycling,Black River Located in: T23N, RANGE4E,SECTIONI4 Section 14 T2314 R4E County: King Remarks: Tier 1 & 2 Recycled Concrete,Aggregates (RCA). Acceptance is based on Toxicity Test Report & • Certification of Toxicity Characteristics per 9-03.21(1) & Field Testing for Grading, Sand Equivalency and/or Dust Ratio per 3-04 &9-03.See QPL for further info. • Mineral Agg.and Surfacing: Test Date: Expiration Date: • Absorption: • Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: - LA: Remarks: • • NOT approved as an aggregate source for: ATB Ballast BST Crushed Cover Stone • BST Crushed Screenings • Crushed Surfacing Base Course • Crushed:Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast • ' Aggregates for Concrete:. Test Date: Expiration Date: ASR-14 Day: ASR-One Year: CCA Absorption: CCA Sp.G: - Deg: FCA Absorption: FCA Organics: FCA Sp.G: LA: Remarks: NOT approved for: • Coarse Concrete Aggregates Fine Concrete Aggregates • Riprap,Quarry 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: RL . NOT Approved for: • Quarry Spalis 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-L4ATERIALS 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 WSDQ f-Materials Laboratory https://www.wsdot.wa.gov/biz/mats/QPL/QPLYrodmto.ctm?Yroduct n... =goWashington State `fir Department of Wansportatiotti • Qualified:Product List Product Information Manufacturer .:. Kangley Rock & Recycling, Black River,. Renton - WA Product Name : Tier 1 and Tier 2 - Recycled Concrete Aggregate (RS- A-516) Standard Spec : 9-03.21(1)C, Recycled Concrete Aggregate Product Description : Tier 1 and Tier 2 - Recycled Concrete Aggregate is approved for the following aggregate materials; 9-03.1(4) Coarse Aggregate for Commercial Concrete (Class 3000), 9-03.10 Aggregate for Gravel Base, 9-03.12(1)B Gravel Backfill for Foundations Class B, 9-03.12(2) Gravel.Backfill for Walls, 9-03.12(3) Gravel Backfill for Pipe Zone Bedding, 9-03.14(1) Gravel Borrow, 9-03.14(2) Select Borrow, 9-03.14(2) Select Borrow (greater than 3 feet below subgrade and side slope), 9-03.14(3) Common Borrow, 9-03..14(3) Common Borrow (greater than 3 feet below subgrade and side slope), 9-03.17 Foundation Material Class A and Class B, 9-03.18 Foundation Materials Class C, and 9-03.19 Bank Run Gravel for Trench Backfill. ********** For Tier 2 only - 9-03.9 Ballast and Crushed Surfacing; 9-03.12(1)A Gravel Backfill for Foundations Class A. See ASA for additional information. Product Restriction Need to provide toxicity testing and certification of toxicity characteristics in accordance with Section 9-03.21(1). Acceptance Code :.1175 Code Description : Acceptance is based on Toxicity Test Report and Certification of Toxicity Characteristics in accordance with Section 9-03.21(1).and Field Testing for Grading, Sand Equivalency and/or Dust Ratio in accordance with Sections 3=04 and 9-03. Last Updated : Sep 25, 2018 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2016 - 1 of 1 12/20/2021,8:53 AM Washington State ' ' Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A Duvall Ave NE • Section/Title of Project Duvall Ave NE County King Contracto•r 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 Hdgtr./QPL HQ Use No. Product/Type -Manufacturer or Pit Number Reference Code Code . A35,M3 AS2, $ CSTC Tier 2 Squak Mountain 9-03.21(1)C 10 A43.03.02 • • ' Bank'Run Gravel for Trench,Backfill 9-03.19 . A52.03.02 Tier 1 Squak Mountain-Issaquah 9-03.21(1)C, 1,2. . B6 B9 Tier 1 Gravel Backfill for Pipe Zone Bedding 9=03.12(3) 1,2 • Squak Mountain-Issaquah 9-03.21(1)C • { . • • Project EngineerRepresentative — ,('' 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: RequestTransmitted to State Materials Laboratory for Approval Action. ' 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. 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 0 Region Operations Engineer ❑Fabrication Inspection 0 Region Materials 0 State Materials Lab-MS 47365. WSDOT-Materials Laboratory Qualified Products List(QPL) https://wsdot.wa.gov/biz/mats/QPL/QPLProductsGtid:cfth e Val, Department ethansportation Qualified Products List Standard Specification: 9-03.21(1)C - --------- -- Product Name I Spec Title I Manufacturer-_ I Tier 1 and Tier 2 - Recycled i Recycled Concrete {Central Pre-Mix (An Oldcastle Infrastructure 1 I Concrete Aggregate (RS-C-343) I Aggregate !Company), Spokane Valley-WA Tier 1 and Tier 3 - Recycled I Recycled Concrete 'Tucci and Sons, Lakewood-WA I Concrete Aggregate (RS-B-352) i Aggregate I Tier 1 and Tier 2 - Recycled I Recycled Concrete 1 Kangley Rock &Recycling, Black River, Concrete Aggregate (RS-A-516) I Aggregate 1 Renton-WA ; Tier 1 - Recycled Concrete Recycled Concrete Aggregate (RS-F-211) Aggregate I Cowden Gravel & Ready Mix, Bellingham-WAI Tier 1 - Recycled Concrete I Recycled Concrete American Rock Products, Richland-WA Aggregate (RS-R-189) !Aggregate f L_ -- — _ Tier 1 - Recycled Concrete I Recycled Concrete IAmerican Rock Products, Pasco-WA I Aggregate (RS-FN-121) _ !Aggregate I _ Tier 1 - Recycled Concrete I Recycled Concrete I I American Rock Products, Walla Walla-WA Aggregate (RS-O-146) I Aggregate _ I Tier 1 and Tier 3 - Recycled I Recycled Concrete ;pro-Recycle, LLC, Spokane Valley-WA � I Concrete Aggregate (RS-C-345) Aggregate i Tier 1 - Recycled Concrete I Recycled Concrete j Holroyd Green Products Plant, Tacoma-WA Aggregate (RS-B-351) I Aggregate I_ Tier 1 - Recycled Concrete I Recycled Concrete i Renton Concrete Recyclers, Renton-WA Aggregate (RS=A-519) j Aggregate j I 'Tier 1 - Recycled Concrete I Recycled Concrete I Blake Sand &Gravel, Sequim-WA 1 Aggregate (RS-Q-241) Aggregate I Tier 1 - Recycled Concrete I Recycled Concrete j Aggregate (RS-B-350)) 1 A re ate _ Dickson Company, Tacoma-WA :Tier 1 - Recycled Concrete 1 Recycled Concrete Aggregate (RS-D-359) �Aggregate 1 Lenz Enterprises, Inc., Stanwood-WA Tier 1 - Recycled Concrete I Recycled Concrete I Aggregate (RS-B-349) j Aggregate Corliss Resources, Inc., Puyallup-WA Tier 1 - Recycled Concrete Recycled Concrete Corliss Resources Inc. Enumclaw-WA Aggregate (RSA 518) Aggro ate I , , I Tier 1 - Recycled Concrete Recycled Concrete I Action Materials, Inc., Spokane-WA ,Aggregate (RS-C-344) i Aggreg ate Tier 1 and Tier 3 - Recycled , Recycled Concrete I I Concrete Aggregate (RS-D-360) Aggregate [ ruhhng Sand &Topsoil, Bothell-WA Tier 1 - Recycled Concrete I Recycled Concrete I I I LV. Rlley, Bingden-WA •Aggregate (RS-OR-90) Aggregate Tier 1 and Tier 2 - Recycled Recycled Concrete Stampede Sand &Gravel LLC, Easton-WA Concrete Aggregate (RS-S-312) j Aggregate f _ Tier 1 and Tier 3 - Recycled Recycled Concrete Miles Resources - Lakeview, Lakewood-WA Concrete Aggregate (RS-B-353) ;Aggregate Tier 1 and Tier 3 - Recycled I Recycled Concrete I -- LReece Construction Company, Arlington-WA Concrete Aggregate (RS-D-361) I Aggregate J __ __1 1 of 2 • 12/29/2021,8:45 A1V .WBDOT -Materials Laboratory Qualified Products List(QPL) https://wsdot.wa.gov/biz/mats/QPL/QPLProductsUnd.ctm Tier 1 and Tier 3 - Recycled Recycled Concrete 'Girard Resources & Recycling LLC, Concrete Aggregate (RS-A-517) Aggregate i Covington-WA CTier 1 and Tier 3 - Recycled Recycled Concrete Girard Resources & Recycling LLC, oncrete Aggregate (RS-D-358) Aggregate Snohomish WA Tier 1 and Tier 2 - Recycled Recycled Concrete Concrete Aggregate (RS-C-346) Aggregate Interstate Concrete &Asphalt, Elk-WA Tier 1 - Recycled Concrete Recycled Concrete Black Lake Resources, Littlerock-WA Aggregate (RS-J-217) Aggregate Tier 1 Recycled clad 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 -5) ALLIANCE Alliance Testing Services A 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 Ti 1/27 3/4"(19mm) 100.0 % 100-100 1/2"(12.5mm) 89.4 % 80-100 #4(4.75mm) 49.7 % 46-66 #40(0.425mm) 13.3 % 8-24 #200(75um) 7.60 % 0-10 AASHTO T176 SE 53 >40 AASHTO T335 Fractured Faces(>1) 86 >75 9-03.12(3)Gravel Backfill for Pipe Zone Bedding 9-03.19 Bank Run Gravel Sieve Size i Percent Passing for Trench Backfill 1S,1" j 99-100 Sieve Size Percent• _ _.__ 1" 75-100 ✓ n %4 i 50-100 1 No.4 22-100 No.4 20 80 ✓ No.200 0-10 No.40 3-24 ✓ Dust Ratio: %max. No.200 16.0 max✓ Sand Equivalent 30 min. Sand Equivalent 35 min_ StonemontQC 1 .• I allibi. I Air Washington State VW Department of Transportation Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 . 8/31/21. SeCt*.1171tfe°I Nect 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:Win-le of submittal It may For WSDOt Use Only be returned for InformatiOn that was omitted, RAM# .:031.; .... .„, 1 PE Use Bid Item Material or Name and Locatton.of Fabricator, Speacation PEiCFL HAM/CPI HO Use I , No. ProdectTypa 7 otio•DUetire B6, Flanged Fittings.. Manufacturer orliit Number Reference Code _ Code 10.,t• B6 2711rsCt KJ Star Pipe.Products 7-16 l',-. ' 1 B6 Flanged Star Pipe Products 7-1.6 Fittings B6 Flank'Gasket American Ductile,'ken Rae 7-16 .._. ,10... : . B6 Iron Pipe American Ductile-Iron Pipe 7-16 lk''.B6 MJ'Fittings. sgnia 7-16 ,....,.... . ., . B6 i.Firlirtgt; FNW• Ofillga:14.010"Iiatoli.P. 7-16. ;'1iii.,: . . ...:.B6 cullifigr"Vc499 Trumbull i'iri:c-as--iltie.iit 7-16 •- ... .. .. ProjectEngineeriRepresentative "--;----) Date State Matertals.Engineer/Representallie Date - - 1011.91202t . . 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. ,S0.0,49101.111:00ts:kit 'Acceptance Criteria: Mfg.Cert.of Compliance for Acceptance to use of metterialjliimpoT.ifi00:3; .' Acceptance Criteria:-Catalog Cuts.for'Acceptance'prier to use of material.Catalog Cut APPreired:Dies []No ''4. Acceptance Criteria: SUbmit Shop Drawings for Approval'prier 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 Alien., 6. Source Approved:. 9. Approval Withheld: Submit samples for preliminary evaluation. A p p r o v a I Withheld: Se;jfKerliiirks ,. • 11: Miscellaneous AcceptanCe Criteria._ ... Remarks h4(?...1000kiiiiii70400LO.t (PE): eor'Fiange;Fittlng-GasketS shall iii‘neoprerie;,:Site,•WohlOrinated Remarks Ltittyt be.abth;iti6eitea-rubber per SR;'.040:201 , ., I — -, • - .. , (HO): tots-and nuts shall mil leAble:Iten.,.d.or.401,,or.etainleafketepl,and: celifOrni.itit6eie44friOOnta-iii,S'i0 ,94,1);:*:ir EitiotiililinikOipa'..iiiall:Kaliesa?iidable..tiiicirpinient inOilaillainifand if V-riiititii.iiiseatteiarne'etingijiif=reciiiiremenii-ofAtivWXti 04 • DOT Form 350-0'n Project Engineer Distribution Revised,5312021 .r Contractor 0 Reskm Operations Engineer I:Fabrication fraigeolion 0 RegiOnMatorlais Dame Materiebs Lab-MS47365 Al& irmr" Washington State , Department of Transportation Request for Approval of Material, Contact Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 8/31/21 Section!Title of Project County Duvall Ave NE King Contractor ReedReed Trucking & Excavating, Inc. This for shall be completed prior to submittal.If this farm is riot compete at.tIme of submittal itmey For WSDOT Use Only be returned for Information that was omitted. RAM# PE Use Bid Hem Material or • Name and Location of Fabrtcator, Specification PEIQPL Hdqrsit0PL HQ Use No, Prattle:J.4e Manufacturer pr Pit Wither Reference Code Code B6 SLOE Ductile Iron Pipe Sigma 7-16 B6 Stergrip 3000 Star Pipe Products 7-16 • • Project EngineeriRepresentadve - Date 10/1902V State Materials Engineerillealesentative Date e • 12 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 roject. .• .• •1, ' • '®Acceptance Criteria: Mfg.Cert.of Compliance far'Acceptance prior to use of material See Remarks -- "- 3. Acceptance Criteria:- Catalog Cutsfor'Acceptance'prier to use of material.Catalog Cut APPrcived 0 Yes D No 4, Acceptance Criteria: Submit Shap Drawings far Approval'prior to fabrication of material. 5- Acceptance Criteria: Only'Approverifor Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Wee. 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): ''.Mt6,44i.trt.-.of:C.iitniiIiart6#1.5i)atilrOieett:*ettiOirellerg**iliNSPOIT1 4304i- Remarks (HQ): DOT Form 350-071 Pmject Engineer Distribution Revised 03/2021 Di:fronts/lin DReonOpora1ronsEnglnsor DFabrtcallanrnspecflcn El Region'Matdrlds Slab)flatarkes Lab-MS 47365 BID ITEMS B06, B07, B08, B11, B12, B17, oAC ® ..,. ESIGMAM Quality — Service—Commitment—Delivered. C 11 O DUCTILE IRON FLANGED FITTINGS - . :-. ._ , _. 1,. • . . it 4. - Al 1i C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-64" MATERIAL: • Ductile Iron ASTM AS36 Grade 60-42-10,65-45-12 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. • 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. • All fittings are hydrostatically tested in accordance with SIGMA Quality Management Standard. • All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with SIGMA Quality Management Standards. LAYING LENGTH: • In accordance with ANSI/AWWA C110/A21.10 where applicable. • Other items are in accordance with manufacturer's standards. /• 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. CEMENT LINING: ,/ • Double cement lined in accordance with ANSI/AWWA C104/A21.4. COATING: • Interior of fitting is seal coated(asphalt material)in accordance with ANSI/AWWA C104/A21.4 and NSF61 approved. Gaskets shall be neoprene, Buna N, • Red Primer Outside. chlorinated butyl, or cloth-inserted • For special condition pes of • en ordering. rubber per S.P. 9-30.2(1) GASKETS: a GI ccordance with ANSI/AWWA C111/A21 11 & ANSI/AWWA C111/A21.11 • Also available in EPDM,NBR and CR. APPROVALS: • 2"-16"Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF61 Standard including Annex G. • ANSI/AWWA C110/A21.10 Where applicable. • Other items are in accordance with manufacturer's standards. • 54"and above Flanged Fittings are manufactured as per AWWA C153/A21.53. INSTALLATION: i • Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/ C905. SIGMA Corporation 700 Goldman Drive i 800 999 2550 p www.slgmaco.cofn Cream Ridge. NJ 08514 609 758 1163 f Carl-sales@sigmacocom . . E SIGMA.. Quality - Service- Commitment-Delivered. T -BC . imil , C QOD/ ) 0.) rill Size OD BC T Hole Dia. Bolt Size No.Bolts 2 600 4.75 0.62 0.75 518x21/2 4 3 7.50 6.00 0.75 0.75 518 x 2 1/2 4 4 9.00 7.50 0.94 0.75 518 x 3 8 5 10.00 8.50 0.94 0.88 314 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 7r6 x 4 12 12 19.00 17.00 1.25 1.00 7/8 x 4 12 14 21.00 18.75 1.38 1.12 1 x 4 1/2 12 > 16 23.50 21.25 1.44 1.12 1 x 4 1/2 16 18 25.00 22.75 1.56 1.25 1 1/8 x 5 16 20 27.50 25.00 1.69 1.25 1 1/8 x 5 20 24 32.00 29.50 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 6 112 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 64' 80.UU Moo 3.38 X Amend & Resubmit 52 _ Rejected-See Remarks IMPORTANT NOTICE: This review *Contact SIGMA for available fittings. does not relieve contractor from his responsibility to comply&conform with the Plans. Specification,and Contract Documents. 110) Gray 8r.Osborne. Inc. CONSULTING ENGINEERS Gaskets per S.P. 9-30.2(1). Include Mfg. Cert. of Compliance. By. _ ABZJDRS Date: 9f28/21 Note Cast Iron fittings available upon request weights in Hounds,Less Accessories 1 Dimensions in Inches APPROVEDio 4 10 September 2015 SIGMA Corporation www.sit,rnac-u.com I 3 tw Back to Contents ST PIPE PRODUCT'S BID ITE141 -37-806, Compact MJ Fittings B07, Bos, 611, B12. ANSI/AWWACI53/A21.53 B17, 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS (.t.N ERAL SPECIFICATIONS MATERLAL: DUCTILE IRON PERASTM A536 PRESSURE: J 350 PSI RATING FOR 3"-24"SIZESAND 250 PSI RATING FOR 30'-48" TESTING: J IN ACCORDANCE WITH ANSI/AWWAC 153/A21.53 AND L;L REQUIREMENTS [AYINGLENG'IH: IN ACCORDANCE WITH ANSI/AW WAC I 53/A2 1.53.FITTINGS NOT LISTED IN ANSUAW WA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG WEIGHTS: DO NOT INCLUDE ACCESSORIES,CEMENT LINING AND COATINGS FLANGES: FLANGED ENDS ON FITTINGS MATCH ANSUAW WA C l 15/A21.15 AND ANSI B16.1 CLASS 125 FLANGES CEMENT LINING: i IN ACCORDANCE WITH ANSUAW WA C 104/A21.4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSUAW WA C104/A2 1.4 GASKETS: SBR IN ACCORDANCE WITH ANSI/AW WAC 1 l 1/A21.11(SEE PAGE 9) T BOLTS/NUTS: LOW ALLOY STEEL INACCORDANCE WITH ANSUAWWACI11/A21.11(SEE PAGE 9) APPROVALS: 4'-I2"UNDERWRITERS LABORATORIES LISTED.UL/NSF61 AAVWIlA Include Mfg. Cert. of Compliance. member •'e ►"-- 0 ;;,;,-,:-; IIIIIIIVx.:: HiLL_ ---, - - AEI NSF r• ,,� a: 4 ; , -_ ,,._.�:'i 157 # )0'.te•. a Ilse h U SUBMITTAL REVIEW X No Exceptions Taken Mechanical-point dimensions-In. Bolts SIZE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Make Corrections Noted Size No.I 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7 Amend& Resubmit /8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9 Rejected see Remarks x3 1/2 4 ) 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11 IMPORTANT NOTICE: This review x3 1/2 6 ---> 8 9.05 2.50 10.17 1027 9.15 11.75 13.31 12 does not relieve contractor from his x3 1/2 6 10 11.10 2.50 1222 12.34 11.20 14.00 15.62 11 responsibility to comply&conform /4x4 8 > 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 11 with the Plans. Specification, and 14x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 2( Contract Documents. x4 112 10 > 16 17.40 3.50 18.50 18.84 17.54 21.00 22.50 27 x4 1/2 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 22 41eb x4 1/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27 Limy&Osborne, Inc. x4 112 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 3" CONSULTING ENGINEERS /4x5 16 30 32.00 4.00 3329 33.46 32.17 36.88 39.12 39 By: ABZIDRS Date: 9128121 1)6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 4E 14 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 5..1t 1.4b 1.uu 1.1b zu" 1 .31Es 11/4)61/2 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)999-3009.(281)558-3000, Fax: (281)558-9000 Page 1 Qualified Product List hnps:/!www.wsdot.wa.govibizimats&QPL/QPLPrint.cfm?Product no=2t7... Engineer's addition (product review supporting documentation) Washington State October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Star Pipe Products - Houston, TX Product Name: Ductile Iron Pipe Fittings - Compact Mechanical Joint Standard Spec : 9-30.2(1), Pipe - Water Distribution Ductile Iron - Fittings (to 16-inches) Product Description : Ductile iron pipe: Compact mechanical joint fittings; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL, If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 1 of 1 10/19/2021, 12:37 PM ./' STAR' PIPF, PRODUCTS I tility Pipe Fittings and Accessories BID ITEMS 3 B06, Flanged Fittings ,1 B07, B08, B11 , B12, B17 ANSI/AWWA C110/A21.10 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL Ductile won per ASTM A536 PRESSURE: J 250 PSI rating for 1"-48"sizes and 150 PSI rating for 54"-64" TESTING: J In accordance with ANSI/AWWA C 110/A21,10,UL and FM requirements P141) 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/AWWA C153/A21.53(fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories.cement lining and coatings E.11111 DRILLING: Jn accordance with ANSI/AWWA C110/A21.10,ANSI/AWWA CI53/A21.53 and ANSI B16.1 Class 125 Flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4-sizes 1"-3"single thickness and sizes 4"-64"double thicknessP....... COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside APPROVALS: 4"-17'Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 7'and greater are UL/NSF-61 0110111.) DIMENSIONS: All dimensions are In inches unless noted otherwise Gaskets shall be neoprene, Buna N, T chlorinated butyl, or cloth-inserted B.C. rubber per S.P. 9-30.2(1) 1:: O 0 OU FM O * AWWA AP°R°vrc yeti O D. - - ��t,sslF,,,,. f!Nov 1 • / 4101 O 0 WATER QUALITY FLANGE DETAILS "1111 NOW 0,0. B.C. I BOLT HOLE SOUS, saeOIA. S12E NO. * I 4.25 3.12 - C.c2 :,,x 2 * 1 '/R 5.00 3.88 056 0,62 14x2 4 * 2 600 4.75 062 C.75 `,,x2 4 * 2 2 7.00 5.50 0.69 OJS _ %x 2'.4 4 1:411111 7 50 6.00 0.75 SUBMITTAL REVIEW 4 9.00 7,50 0.94 * 5 10.00 8.50 0 94 6 11.00 9,50 1 dp No Exceptions Taken 8 13.50 11.75 1.12 -- Make Corrections Noted 10 16,00 14.25 1.19 X_ Amend&Resubmit ) 12 19.00 17,00 1,2.5 Rejected-See Remarks "H 14 21,00 18.75 1 38 I n 23.50 21.25 14L IMPORTANT NOTICE: This review 1 r 2 .00 22.75 I ,6 does not relieve contractor from his 2U 2'51..: 25.03 I ,;.,d responsibility to comply&conform 24 32.00 29.50 1 88 with the Plans, Specification,and 30 38.75 36.00 i Contract Documents, 36 46.00 42.75 2.38 41160 Elliallig 42 .53 CC 49.50 2.62 59.50 56.00 2.75 Grew 8L Osborne, Inc. * 54 66.25 62.75 3.00 CONSULTING ENGINEERS * 60 73.00 69.25 3,12rtA * 64 30 C By, DRS Date: 10/19121 C' 76.00 3:ir= kt-v nT •Not Inducted,n AWWA C 1 10 D 9e:491ERED'RACEMARC Of StAR PIPE PRODUCTS STAR.PIPE PRODuc:s Gaskets per S.P. 9-30.2(1). r(QIr6TONCO AIIItO, tQIE I- -.Wit9x191-MIE 9,9' Include Mfg. Cert. of Compliance. Page 37 BID ITEMS B06. B08, B11, B12, 614, B15, B16, B17 DUCTILE IRON PIPE A AMERICAN Toruseal® Flange Gasket*** Full Face— 1/8"Thickness '%///////J///,,,,riles4 \\\\\\\\1.„ •\\\' -s Table No.6-10 Pipe Sae Preasurr. Gasket ydei t Approumete Rating' 19olt Torque" in. pti (it.-Ib) 4 3.'C .3 1(X) 5 350 .3 160 8 350 .5 160 10 35C .6 200 12 350 .8 2D0 14 350 .9 250 18 350 1.1 250 18 350 1.1 300 20 350 1.3 303 24 350 1.6 400 30 25C 2.1 400 36 2.7 500 42 .. 3.5 500 48 ?,x' 4,0 500 54 2:s 4.3 6©0 80 25C 6.4 KO 64 250 9.1 6C0 • e_orerecn_, -wdrnu'n water ww..n pr assure and isbeaedonthernaxrnumratrl of C110. C l 15 or-C153 flangr�sn ANC.R LAN.Teri/sago gaskets rnEei the deecrptian al-spool.*d esgned gasinets^ taan in the appendoee of AWINA C1,0,C111,and C115,,arid'apectal gets"shown in fie body of A C`11, "Bon torcw.apr+io3the onry 10 punts with rannest'.ga+xer. AMERICAN TonweaP'sskets are normally black and furnished of!BR rubber per AN611AWWA C111/A21.11.This ribber compound is NSF 61 certified for contact with potable water and I. otherwise physically superior to rod rubber sometimes used with flanged joints.Other types of rubber are oral able an special order. Clean Renee faces and faced pipe ends thoroughly prior to Installation.Do not use iornt or gasket compounds with Toruseal'gaskets(assemble Joints dry!. r id:Ilion o ccrm]I tonged,-.Crag,AMER/CAN 7 r._I J _ird:a-.a saealy desgr d Iax-opan rnt1s/eoons lieu.,spare urvokro i 3 io-gtn of p i ,.-e.tics r f lot' E.1rt_ Per use with atsndsrd flange bolts.Hetes match AWWA C110,Cl n 1,and_1 15 fists a dniing They also rnetctt certar,flange thing decreee of AWWA C 207 and ANSI B16.1 and B15.42 fiancee. 'AM8.4cAM Ionised`yawls 113'tlltic and ere supplied with dial raised torus lake. Gaskets shall be neoprene, Buna N, chlorinated butyl, or cloth-inserted rubber per S.P. 9-30.2(1) 6-21 Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) ❑UCTILE IRON PIPE A r �eoks and Nuts) lengths of pipe) or with any underground 3rre-ien and number of bolts and flanges' that could be subjected to unde- nuts are shown in Table Nos.8-3(Details and sirable beam loading.Torusear gaskets are Accessories-AWWA C110 or C115 flange) normally furnished of high-quality black, and 8-11 (Details and Accessories-flange molded SBR rubber with required properties faced and drilled per ANSI 816.1 Class 250). per ANSI/AWWA C111/A21.11. Standard Bolts are specified in ANSI B18.2.1 and nuts Torusear SBR rubber gaskets are ANSI/NSF are specified in ANSI 818.2.2.Bolts and nuts Standard 61 certified for contact with po- of low-carbon steel conforming to ASTM table water. Other type rubber is available A307 are specified in the Appendix of on special order.AMERICAN Toruseal1'gas- AWWA C110 and C115 for flanged pipe kets meet the description of "specially de- when rubber gaskets are used.Nuts of reg- signed gaskets" shown in the appendices of ular or heavy hex design are used accord- AWWA C110,C111,and C115,and "special ing to customer specifications. Also,per the gaskets"shown in the body of AWWA C111. Appendix of AWWA C110 and C115,high- 'An road n tie apoondoae a appt;ntate ANSLANWA stail strength bolts should not be used when a 41Wu i'inbgf1t " "ems'*"""""""41 gray iron flange is involved in the connection. Gaskets • • AMERICAN AMERICAN Toruseal•gaskets are rec- • • Toruseal'Flange ommended for AWWA standard flanged �', Gasket joints in normal water and sewage service. • The AMERICAN The ANSI 816.21 standard specifies the in- •. • TonneaP•flange gasket sidenon-metallic full-face and is available for improved ring gaskets to be greater (the same as ' • • • joint performance.It is standard steel pipe outside diameters)than 61 certified vastly superior to co- nominal_ Any flat gaskets used for ductile NSF61N � ventional full-face or iron flanged pipe must have "nominal" in- ring gaskets.Although side diameters as shown in the appendix of recommended for all normal water and ANSI/AWWA C115/A21.15, not the larger sewer service, it especially must be used in inside diameters per ANSI 816.21. The demanding services such as very large diam- larger 1.D. gaskets per ANSI B16.21 eter flanged piping,specially designed long- are not recommended by AMERICAN. span installations(i.e.spans involving 2 or 3 Table No.8-2 AMERICAN Tonr•eaI Flare Gasket FullFace—Ncvnnal 1Tr'hokreac—Due psoe Size Pressure Gasket Approx. Pipe s SUBMITTAL REVIEW n. Rating' Weight Bait Torque' Ie rysa cis ti lbs No Exceptions Taken 4 350 0.3 100 24 Make Corrections Noted s 350 0.3150 3 X Amend&Resubmit [3 350 0.5 150 36 10 350 0,6 200 42 Rejected-See Remarks 14 350 0.8 200 54 14 350 0,9 260 54 IMPORTANT NOTICE:This review 16 350 1 1 250 so does not relieve contractor from his 18 350 1.1 300 64 responsibility to comply&conform 20 350 1,3 300 - with the Plans. Specification,and Contract Documents. i'►exwere.Wg. 7aiolio«rimurn rNkr wOl. )presets rt<i 4NUlild nn IN,WI 260 1m tminan totingat,atiott al r ISlogos.:aesa ABaNt Nq/w 'EL torque.apricot*ot►.to*moo wk.r411 rcome"Oteenetto Gben tenge'Monona Wed Wee ono*ho seerey erox le iNIMri0o.Do noe.ge ic.A lift 61awuY Orris art. tp use WI eertw>sa fewblh tides mach ANWAC1 i ii C,t I aaCl IS ARV,nil y&��1rn., C 01.tM MH Ct am Ills 1 NW Er19, iss. 7 tauear Pfee mw'to mod Sal,slut lin faun n the 1C-84'Iles n samons CONSULTING ENGAEEAS ,Uftpi511 lHeru thin 1er,95 Co,AYNVA CM),,C115 By: DRS Date: 10119121 8-3 BID ITEMS A48, B06 B07, B17 B18 P.O. Box 2727 Birmingham,AL 35202-2727 Telephone:1-800-442-2347 Fax: 1-80o-442-2348 E-mail:adipcs@american-usa.com AMERICAN -USA.COM DUCTILE IRON PIPE AMERICAN Ductile Iron Pipe Product Submittal Package THE RIGHT WAY Cover Page.Infnrmatinn Generated By: Mark Horvill Email: mark.horvilli@ferguson.com Telephone: 2S3281o391 Project Name: Duvall Avenue NE Project Location: Renton,WA This is to certify materials furnished on this project by AMERICAN will comply with the ANSI/A W WA Standards listed below. Some components and other materials,including but not limited to various fittings Ranges,gaskets,fasteners,and bolts/nuts may be globally sourced and not of domestic rm=muferhrre. _ANSI WI CA Standarii.are the latest rrricions as of this..date. Pipe dims audio*"thicitnase mq be blgher than the.primed greet reviregotossth accordant with standard inclastry practice. Products Submitted in this Package Include: 1.Certificate of Compliance (pg.*) 2.Fastite Joint Pipe (pg.a) ANSI/AWWA Cruo/A21.5 3. Special Thickness Class (Diu) ANSI/AWWA Ct5o/A2,.5 Printed 8127/2o5r 1.3717 PM American Cast Iron Pipe Company Quality Assurance AMERICAN 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/AVWVA standards prior to shipment. SUBMITTAL REVIEW 4,4 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, ' Inc.Gray Sr Osborne, Please provide a Mfg. Cert. of Compliance that meets CONSULTING all requirements of WSDOT 1-06.3 and S.P. 9-30.1(1) By: AB2 Date:9J2012021 Duvall Avenue NE Submittal Package Page t ' DUCTILE IRON PIPE AMERICAN Fastitee Joint Pipe For Water, Sewage or Other Liquids tYa.. 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 era' 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 lions, assuring closely controlled dimensional embodies many advanced design features and and hardness properties.The smaller end of the is rated for a water working pressure of 350 psi. gasket is of harder rubber, approximately 85 For specific conditions,ductile iron piping with durometer hardness, which provides a strong this joint has been approved for much higher shoulder for self-centering on the gasket but- pressure conditions.The socket,which is sden- tress,a permanent seal against cold flow, and tifically designed with two gasket recesses and protection from deterioration. The larger end a dividing buttress, is manufactured to dose of the gasket is of softer rubber,approximately tolerances so that the gasket is self-centered, 65 durometer hardness, providing ease of as- securely confined,and firmly compressed for a sembly and positive sealing.The design assures permanent,tight,trouble-free joint.The Fastite effective sealing at low or high pressures and joint seal, bubble-tight under vacuum and ex- in straight or deflected joint alignment It also Bernal 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 cialy designed wedging surface in the socket. negative pressure, thus preventing gasket 'pullout" should a vacuum be created in the Fastito Joint Assembly line. The bell opening is slightly tapered to pro- A taper on the inside of the gasket vide easy entry of the pipe end;the flared sock- allows the entering pipe to locate and center on et design permits liberal joint deflection. The the hard section and along with a coated and 2-6 Duvall Avenue NE Submittal Package Page 2 . , . . ----\ . . DUCTILE IRON PIPE -1 'A . .. . lUbricated spigot reduces friction loads during fOr use in hot orcold weather and will adhere to subsequent assembly. The snug fit and the wet or dry pipe.AMERICAN Fastite Joint Pipe hard sedan of the gasket,in conjunction with can be assembled when submerged,though for the de:Sign of the btittress,act to restrain the such instailatiOn,special.AMERICAN,underwa- gasket against dislodgment during assembly. ter folk lubricant Is, reCoMmended. See Table AdditiorralinternalpressOreresuitsein increased No.2-5 for appropriate lubricant quantities. tightness of the seal when pipe is-either in Straight alignmentor deflected. Fastite Joint Materidi Gaskets made.of'RIR(Styrene,Butadiene Standard joint materials include Fastite Rubber).are'standard.Foe information on.gas- plain rubber gaskets and a sufficient supply of kets made of special typei of rubher, for ap•-• Fastite joint lublicant.Pashto pipes are most piicationi involving air or liquid temperatures in often.readily joined with available excavating excess of 1,50°F, or for chemical,hydroiarbon equipment; however, assembly tools can be br other special service appliCatiens, and for supplied by AMERICAN on:a loan basis with a. Installations In'contaminated soils where per- nominal deposit which is.refundable upon re- meation through gaskets might be a concern, turn of tools in good condition. 'consult AMERICAN for recommendations. .Seel .. . -, .. Table 2-1. Coating and'Lining - - - - • • . i AMERICAN Fast*Joint Pipe can be'fur- . Fastite Lubricant Wished asphaltic coated,'cernpit lined,or with AMERICAN: Fastite Joint Lubricant is a special coating or lining where-required. See' non-toxic water solUtile materialimparting net- Section 11. ther.taste nor odor to the conveyed water and is ANSI/NSF 61 approved The lubricant is suitable P4.010-#017.1-1000.5.11.011111010,010.0)10,..41111.010.. I 00.trOiit'.iiiiiiti4JIlinuiig a ri,d0,14rifiliii0kial'464t; '11.1-0iiiiff.tile*WiteltkintICONNINAg1.04 Fastite Gaskets' ' ' Table No 2-1 Maitimuen Service Common Name' Temperature" or TraclaName* Chemical Name Air- Common Uses . Water&Sewer Plat!Rubber Styrene Butediene 15EPF 1501F Nell Watar..Salt 44ntar: Copo1ymer(SE1R) Sanip.ry Sewage PUP Rutebee Styrene Bikadiene 150•F 15ci•F- Electrical continuity far thawing kencluollop). Copolymet(SEIR) of Senriee Water an&Sewage EPOM Ethylene Propylene •2 t 2.°F 201:FE Water,Eerwage,1,(eteasees, plane yencmor Dilute Acids and Alkalies. Vecjetable Oil,Alceitiols,Air Neoprene Pobithbropranef,M) 201-y,F rujici•F Fresh 4Vafer,.Sawagth Nitrite AGrylOnItile 15D•F 150"F Non-An:veto HYdrc.caebons, ' Buri. N eutachenelNEFIf • Petroleum Ciii,Hydraulic Fluids; 51)01•04.Fats,Oil,Grftset Foioroelastberiei FKM 212F 300°F Aromatic Iiikiif3oElfiX1flss,Gasorne, Reftleci Pettolateri.Products,moot VItont*** 'Crhorribas and Sokrenis,High Temp.. Ai&east permeable of at avaable• Fasifte gasket rubbers) "AMERIOAN reserves-She fight to furnish any Trade or Brand(ebbe.free the crierncol forint/Latta speckled. •*Tempe-glum is Fri reference to cvsw yet 1141.Lubrientinrog fn air can adversely effect See and EPCINI performance.. SIM,Nitrite andNeoprene are not recommended for hot air exposure In wastewater treatment systems.. ••.1/aorta iz a regrstered trader-ranker OuPplit DON Ekstomem. Refer to SecVon 11'fer temperatureand wilco capobildtes of pipe Ilningsi Refer.highertereleatures'or°Moves:tat requirements to AMERICAN for recommendations regandliigaritabldgasiret material. flhis gaset rubber is chenfrsTareSktont in the non•aata*water uses shown taut iS not iiS reS'ntant to permeation In potable water applications as FKM. • AS Fastite micas made from the materials in the rste.we illa7e.are wilablefor use with water containing normal concentrationsed chkrarnine,Where increased resktance to chlorare'+'ne fi'd,...•.sirccl,neoprene or flucratiostorner materlars should be conssilered. ... 2-7 Duvall Avenue NESubmittal Package Pages , . . . Nt ..e.;.• DUCTILE IRON PIPE _..L AMERICAN Fastite9 Joint for Ductile Iron Pipe ANSI/AWWA C111/A21.11 Standard Dimensions 7•Iiiiiiiiiiitiiiiiiii / • z ,..4.4.!- ,, z zzga D LAYING LENGTH F• A Table No.2-2 Dimensions In Inches Nominal SW LayIng LOngUi A , 0 r In. et, OuttAta Winoter PonIn of Sockst Eioli o.o. 20 . 4.50 3,31 6.40 3 8(O. ,i 46 j ' 16.:i3b ' '-' 1 06, '21) 04 g;.TA 10' 20 11.10 3.75 ri:11.7g64 13.12 > Ji2 12o, 16d, 'T7'§", :,-"i5:2 ` 14 20 15.30 5.23 17,61 16 ' 20 17.40 5.23 19.74 18 20 10.50 5.50 22,16 20 20 21.E0 5.50 24.2E3 24 20 25.130 8.50 28..50 00 20 32.00 6.50 34,95 30 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 20 50.80 8.00 54.71 64 20 57.56 9.50 61.65 00 20 61.61 8.75 85.80 64 20 65.67 9.00 t 70 04 'Dinonsicaxi saik.Noc' 1 to Congo at our eotIon,Chu..14AMEFIICAN IT enact oinfetr4onsaiwiref.I. Sea Section 3 for additional int a-nation co ductile i-cn pp . Stle Seed:1m 4 and for Lritirmatal an Rasura Limnos. 2-8 Duvall Moult:NE Submittal Package Page 4 DUCTILE IRON PIPE ' A AMERICAN Fastite® Joint Pipe Allowable Joint Deflection Mang' "1- x _i. Table No.2-3 Maximum Recommended Deflector-4 Nominal Size Standard Bel Special Deflection Laying fn. Longth X Y Rados X t. C"‘"1 Per neernisn ca °""el O''' ()Owl of no-riesi QOM' NOrqinel CirOr AAlee° Lencift.vi. angle ft length ri f t :., 20 21 5° 230 - - 6 20 21 5° 230 - 8 20 21 5° 230 - - 10 20 21 5° 21ff - - - 12 20 21 5° 230 - - , - 14 20 21 5° 230 - - 16 20 21 5° 230 - - - 18 20 21 5' 230 - - - 20 20 21 5' 230 - - :1 20 21 5' 230 - - - 30 20 21 5° 230 - - - 313 20 17 4° 285 21 5° 230 42 20 12 3° 380 21 5° 230 48 20 12 3° 380 17 4° 285 54 20 12 3° 380 17 4° 785 60 20 12 3° 380 17 4° 285 64 20 12 3° 380 17 4° 285 'Acorosirrete radius of curve produced bye successor'of rcrnrel lengths of ppe fully.isilected. tSpwial Detector,PA&must be spealicaly ordered and vell be marked with*tete bell tace densification. Fcir easiest assent*the karts should be assembled with the pipe in reasonably straight alicrrnteft.After pint aesernbly,the pipe may be dealectea ip to the maximum shown above.(Mesa distances ere oases on 20-ft lengths. Maximum Allowable Separation Table No.2-4 _ sea s Seperetkin n. In. rEk \\\ \\ 4 : \ 8 v. \ 1 a thfle 14 1°/-% \ 16 18 164 I 20 1'is I 7r1...."6'tc4tfirKP 1 fi.el.- 24 27.4 36 214 — 48 VI 54 22/6 R=ReduaolOsve M., 60 3'4 64 3'4 'V..Dellecfm Angle xisofeeiii Pearnhal Liyry Lislyiti Padua of Cures,. firsoiniurn Alaviable Seteraton,'8',n Star-nerd Biro puff is 2 x TErgers isr-21 ERZYCKICIEIrrn equal to RIO MEICierl OW Carrels.,n riches true the i-e of tie deflect=arglie The is proiirled for etionretcn arty ate stctia rice be used to deteirlre precise cint deeecticn. 2-9 Duvall Avenue NE Submittal Padcage Page 5 DUCTILE IRON PIPE AMERICAN Fastitee Joint Pipe Assembly Instructions The AMERICAN Fastite Joint is a push- ment.Joints can then be safely deflected up on type joint meeting all Y 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 fot- the necessity for factory-made special length lowed in order to properly assemble the joints of Fastrte 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 tut pipe is to be assem- ly, removing mud,gravel,or any other matter bled into a Fastite socket the required bevel- that might cause the front of the gasket to ing or rounding of the plain end can be easily protrude into the path of the entering spigot. accomplished by the use of a portable grind- 2.Insert gasket fully into the gasket re- ing wheel or other suitable apparatus.Meth- cess of the socket, large end of the gasket ods of cutting ductile iron pipe are described entering first. Gasket may be installed with in Section 3. one or two V-shaped folds as shown(Photo The AMERICAN Fastite Joint requires 1).After the gasket is in place at the bottom, only one joint component, the rubber gas- the top of the gasket is positioned fully into ket*, which when properly installed, fits the gasket recess. Gaskets and lubricant to snugly in the gasket recess in the bell socket be installed in very cold weather should be A special lubricant supplied with the pipe is warmed first(as by storage in a heated equip- applied to the plain end and the inside surface ment cab or pick-up, etc.) for optimum as- of the gasket before assembly.The pipe end is sembly, tapered or rounded to provide self-centering 3. Apply a thin film of regular AMERI- of the plain end in the gasket and ease of as- CAN Fastite Joint Lubricant to the rounded or 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 spedfi- the plain end is fully inserted into the socket catty for underwater or very wet installations with the two lengths of pipe in straight align- can be supplied when requested. t A ' fr s I Photo 1 Photo 2 *Gasiesis not used inxnedia ssy alculd be sttns+.i in a cool tocallim cot of direct sunlight, 2-10 Duvall Avenue NE Submittal Package Page 6 DUCTILE IRON PIPE f1 Caution: If a spigot end contacts the gasket surface For assurance of proper as- ground or trench side after lubrication, any sembly,a thin automotive.blade-type feeler adhering dirt or rocks should be cleaned off gauge can also be used if desired for quick and the area re-lubricated prior to assembly. and easy probe confirmation of correctly in- 4, insert the plain end In the socket. For stalled axial gasket position around the joint. optimum assembly It is preferable that the 5. "Backwards" installation. AMERI- entering pipe be in reasonably straight align- CAN does not recommend "backward lay- ment. however,the Fastite Joint may be as- ing" (bells assembled over spigots, rather sembled if necessary with the pipe deflected than spigots inserted into bells as pictured in within its rated deflection.(Exception:If Fast- this literature)of large-diameter ductile iron Grip gaskets are being used, straight align- pipe in buried installations. AMERICAN can ment mug be maintained.) Push the plain furnish bell and plain end fittings to minimize end into the socket using any of the appli- the need for backward pipe laying.Other de- cable assembly methods described 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 411111114. of AMERICAN push-on pipes are purposefully "tight." and most joints require an assembly , force of about 100 to 200 pounds or more of assembly force per inch of pipe diameter(i.e_ a 12"joint might require about 12 x 100 or 1,200 pounds of assembly force). Photo 3 In pulling operations, simply wrap a sound wire rope choker cable or nylon sling assembly direction(Photo 3). Continue pull- around the barrel of the entering pipe. Se- ing the cable in a smooth,continuous motion cure the thimble eye or other end loop of the until the joint is in the fully assembled posi- choker to a suitably anchored pulling device Lion.if desired for special conditions,AMERi- (e.g. backhoe, come-along, etc.). Use the CAN can furnish suitable,simple come-alongs mechanism to pull the cable taut in the and choker cables for manpower assembly of 2-11 Duvall Avenue NE Submittal Package Page 7 Ax DUCTILE IRON PIPE i rope and chain tackle(Photo 5)to attach all I the rigging together to effect "double line" i i assembly from the top of the pipe(Photo 6). c. _ The snatch block pulley and twin line rigging � h approximately doubles the assembly force '� " ilb from the stuii•-come-along,making possible In/� 1��` 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 A the pipe(Photo 7). pipe sizes involved). The joints may normally be disassembled t' Fittings and Short in a similar manner,reversing the direction of Pipes the pull with the choker cable(Photo 4). It is Photo 6 also sometimes helpful to use rebating or wig- _ gling deflection to aid in the disassembly of ,„ push-on joint pipes, particularly when pipes have been installed for some time prior to re- ` moval. R; «, 30 -64" Pipe Photo 7 Push-on fitting or short pipe joint assembly is 4,00-• basically the same as that of standard length pipe,though special rigging may be necessary to hold these short items reasonably stable for assembly.See also Push-On Fittings Assembly Instructions in Section 4. f; 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/earthrnoving equipment available on- or couplings. Need for rounding In assembly site(see page 2-14),In cases where assembly of mechanical or stuffing-box-type joints can of pipes by manpower is desired,AMERICAN be predetermined by a difficulty in sliding the can provide special assembly tools and rigging gland or end ring over the end of the pipe. which can be used for assembling most pipes Rounding may be accomplished in the fol- of all sizes(Photo 5).These tools consist of a lowing manner using a mechanical jack and heavy-duty roller chain hoist,a steel pipe-end shaped blocks, (Note: This procedure may hook and snatch block, and associated wire also be used with the assemblies involving push-on joint pipe,fittings,valves,etc,:how- ever, rounding is less frequently necessary for assembly of push-on joints.) „6.' trele/5 --. '-; ' N Photo 5 2-12 Duvall Avenue NE Submittal Package Page 8 DUCTILE IRON PIPE 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. 3. Apply a load carefully with the jack 1 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 P!pe Size Approx..Pounds Approx.No.et . n. or Lubt cant Joints per Pound per Joint of Lubricant ' 1 ' 4 03 ' 33 A s zt i, ,..., kr'# .. 6045 22 10 07 14 u 12 .08 12 s 14 09 11 16 11 9 16 12 8 Al20 .14 7 24 ,17 6 tiiim,NI r 30 .30 3 36 42 .44,36 44 2 g 48 .50 2 , -, 54 59 2 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 not be effective for all installations and under all field conditions. Spade or Crowbar Method <� This is applicable to the smaller sizes ^� of AMERICAN Fastite Joint Pipe,and con- i (s sists of centering the lubricated end of the "el • entering pipe in the gasket and then push- + — ing against the bell face of the entering pipe with a spade or crowbar driven into the ground in front of the bell face. This method requires the trench bottom to be .. fairly firm soil.The method may not be ef- fective in a rocky trench or with a trench that is soft, muddy or sandy. A wooden Spade orCourbar 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 These methods are usually applicable to the intermediate and larger sizes of AMERICAN Fastite Joint Pipe where the (4 bar method might not be effective. It con- 11 t 1. sists of centering the end of the entering pipe in the gasket as the pipe to be assem- bled is suspended from the backhoe.Then it can be pulled into the adjoining socket with the pipe sling by moving the backhoe arm toward the previously assembled pipe. In other instances,the pipe may be assem- bled by placing the backhoe or other earth mover bucket or blade against the bell face ,.�11 of the entering pipe and pushing it into the socket When pushing against the bell face, care should be taken to avoid very small contact areas and possible damage to the Backhoe and Heavy Equipment Methods pipe bells or spigots. Wood cushions be- tween the backhoe bucket and the pipe are particularly effective in preventing damage. 2-14 Duvall Avenue NE Submittal Package Page to ADUCTILE IRON PIPE AMERICAN Ductile/Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes 10 Table No.3-12 Outside SPECIAL TFHd(NE2$CLASSES--Was Thldu».a M Inch..' Size Ol.meter In. In. 60 it 62 35 54 se se 4 4,80 - 26 .29 .32 ,35 .38 .41 ` 6/ 6.90 .25 28 .311 .34 .37 .40 .43 - 8 9.05 _27 .30 .331/ .36 .39 .42 ,45 10 11.10 .29 .32 .35 .38 ,41 .44 ,47 12 13.20 .91 .34 , ,37 .40 .43 .46 .49 14 15.30 .33 .38 .39 ,42 .45 .48 .51 16 17,40 .34 37 .40 ,43 ,46 .49 .52 18 19,50 .35 .38 .41 .44 .47 .50 .53 20 21.60 .36 .39 .42 .45 .48 .51 .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 .83 .68 .73 42 44.50 .47 .53 .59 .65 ,71 ,77 ,83 48 50.80 .51 .58 .65 ,72 .79 .86 .93 51 57.56 .57 .6.5 .73 .8' .89 .97 1A5 'These are Sy cal Thrxneas Classes as srow,n In A'Pi'r4A::15c arc trick/less ck eise-;,I4.1 T./N can IUniSh any miceNeJ:s+.i iwlw,rI 1111, SUBMITTAL REVIEW major proleas, Speccol diodes are eV%APProcrialety weed for some meowed,To,: design conditions,and they ere ge scaly leas ayailatle man stanCard pn _ No Exceptions Taken For prresure rating and maximum depth of cc raptdelira or Spry. Make Corrections Noted oapabillas ren se esiirnaled by onrmperig metal thithlx 5 and caµ I 3-1 I.or may be calculated by using the design formulas grown in AWN/ 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. Ductile iron pipe shall have a double thick cement - (Iry ec Osborne• mortar lining and a 1-mil thick seal coat meeting the CONSULTING ENGINEERS requirements of AWWA C104 per S.P. 9-30.1(1). By: ABLDRS Date:9/28/21 Include updated Mfg. Cert. of Compliance. r- 3-20 Duvall Avenue NE Submittal Package Page it BID ITEMS,A8T, B06, B07, B08, Bit B12, B17, G SIGMA MECHANICAL JOINT COMPACT FITTINGS DUCTILE IRON CLASS 350 as per ANSI/AWWAC153 I A21.53 3"-48" DUCTILE IRON MECHANICAL JOINT FITTINGS CLASS 350 BASIC SPECIFICATIONS MATERIAL: Ductile Iron ASTM A536 PRESSURE: 350 PSI Water Working Pressure(CLASS 350)3"-24": 250 PSI 30"-48" TESTING: J In accordance with ANSI I AWWA C153 I A21.53& UL-FM requirement LAYING LENGTH: Short body design-straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characteristics, in accordance with ANSI/AWWAC153 I A21.53(3"-48") CEMENT LINING/In accordance with ANSI fAWWAC104 /A21.4 COATING: Tar coated (bituminous)inside and out in accordance with ANSI I AWWA C104/A21.4 GASKETS: SBR In accordance with ANSI /AWWAC111 I A21.11 T-BOLTS: Low alloy corrosion resistant high strength steel in accordance with ANSI/AWWA C111 /A21.11 APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF 61 Standard ANSI/AWWA C153/ A21.53 for Compact Ductile Iron Fittings 3"-24"for water and other liquids. Include Mfg. Cert. of Compliance. T T{ 1111111.11111111 L V B D B.C. A MECHANICAL JOINT DETAIL: 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 6.19 314 7.69 7,62 .62 .58 Amend &Resubmit 5.5 4 4.80 150 7.50 7/8 9.12 9.06 .75 .60 Rejected-See Remarks 5.5 6 6.90 150 9.50 7/8 11.12 11.06 .88 .63 5.5 > 8 9.05 2.50 11.75 7/8 13.37 13.31 1.00 .66 IMPORTANT NOTICE:This review 5.5 10 11.10 2.50 14.00 7/8 15.62 15.62 1.00 .70 does not relieve Contractor from his 5.5 >12 13.20 2.50 16.25 7/8 17.88 17.88 1.00 .73 ibiti tocomply&Conform 5.5 responsibility 14 15.30 3.50 18.75 7/8 20.25 20.25 1.25 .79 8,0 >16 17.40 3.50 21.00 7/8 22.50 22.50 1.31 .85 with the Plans. Specification,and 8.0 18 19,50 3.50 23.25 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 1.024110) 8.0 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 ray&Osborne, hic. 8.0 42 44.50 4.00 50.62 1 3/8 53.12 53.12 2.00 1.45 :JNsULTING ENGINEERS 8.0 48 50.80 4.00 57.50 13/8 60.00 60.00 2.00 145 8.0 _ By: ABZIDRS Date:9/28/2021 Weights in pounds Dimensions in inches Alt Weights shown without accessories BID ITEMS B06, B08, Figure NBSZ B11, B12, B14, B15, B16, TM PRODUCTS B17 FNillf Bolts and nuts shall be malleable iron, Cor-ten, or stainless steel and conform to the requirements of S.P. 9-30.2(1) CARBO STEEL FLANGE NUT & BOLT SET ASTM 307 GRADE A I SAE J995 GRADE 2 Features • For 150#&300# SI Flanges • Lengths for 0'0.0 r Two Flanges* • Material arbon Steer W,, •: .,. ... .. U • Finish:Zinc- - t • Sizes:112"to 24'(150#),112"to 12'(300#) Standards ' • Bolts: a Material-ASTM A307A Grade A J ' o Dimensions-ASME B 18.2.1 I ! o Thread-Class 2A .4 ist • Nuts: ; • o Material-SAE J995 Grade 2 a Dimensions-ASME B18.2.2 ,J Thread-Class 2B ± Irv, • * Bolt Properties 150$Pack Quantities&Bolt Sizes(inches) • Tensile:60 KSI Minimum sire Bon Qty Nut Qty Diameter Bolt Length • Elongation: 18%Minimum 1,2 4 4 1J2.13 2 • Hardness:69-100 Rb 14 6 4 tr2.13 2 1 4 4 v2-13 2-114 •Based on 1l16"raised face and 1/8" 1-1N 4 4 lit-13 2.13 2.1,2 2-1 gasket1.1f2 a a 2 4 4 518.11 2.3r4 2-112 , 4 4 518-11 3 3 4 4 5r8.11 3 4 8 8 518.11 3 5 8 8 3(4-10 3-114 8 8 8 314-10 3-111 Figure Number Matrix 8 a a 3r4-10 3.12 l2 12 _ 718.9 4 FNW NBS j�1 St — SUBMITTAL REVIEW 1 n t 1 FtNISl1 `LANCE 51ZECODE No Exceptions Taken Zinc=Z 150#•1 112=0 8=U 300A=3 314=F 8=x ___t Make Corrections Noted 1•c 10=10 X Amend & Resubmit 1-1k=H 12=12 300; Rejected-See Remarks 1-1,2=J 14.14 3k 2=K 16.16 a IMPORTANT NOTICE: This review 2-1r2=L 18=18 . 3=M _ does not relieve contractor from his 20 4=P 24.24 ; responsibility to comply&conform 5=5 �-- with the Plans. Specification, and roe: NO ties are up to Irony. _2 Contract Documents. Bolts and nuts shall conform to S.P. 9-30.2(1), including f Usy 8r Osborne. Inc. E CONSULTING ENGINEERS size and length with AWWA C111/A21,11, i Include Mfg. Cert. of Compliance. ? By: ABZ/DRS Date:10/19121 0 2017-FNW. All rights reserved. The FNW logo a a trademanc of Ferguson Enterprises,Inc.,Pt.Sourcing,PO Box 2778,Newport News,VA 23609 www.fnw-corn The contents of this publication are presented for inforroadon purposes only,and white ellort has been made to ensure then'ac isacy,they are not to be construed as warranties or guarantees,expressed or implied,regarding the products or sernces described hereim or their use or applicability. AM sales are governed by cur terms and carldttions,which are available on request We reserve the right to modify or improve the designs or specifications of cur products at any lane without notice. Always verify that you have the most recent product specifications or other documentation prior to the instaiation of these products. BID ITEMS B06, B07, B08 TRUMBULLTrumbull Manufacturing, Inc. 3850 Hendricks Road, Youngstown, Ohio 44515 Phone: Toll Free: Fax: 330.270.7888 1 877.504./507 330.392.0756 www.trumbull-mfg.cam > Po ethylene 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. -.,.. l W .b ` ter., � [ 5C Fks m.,:4/ . tJ" '� .a'nrM.uwuAr. , .41�{teR lT fhQ ..« . i . t31` USA _ Made per ANSI/AWWA c105/427.5-18 Per 1000 JCONTINUOUS PERFD every 20 FT PERF'O every 22 FT. BLUE an LAVENDERMEM Mill Layflat Weight Trumbull Trumbull ; Trumbull ' Trumbull Roll Trumbull Roll Trumbull Roll Pipe Size Width lbs./tt, Item No, Item No. M Item No. Item No..*' Length Item Na. Length Item No. Length V 3"-6" 16" 0.106 — — — ---- 300 ft. 388-9942 300 ft.i 388-9976 308 ft. 2 3"-8" 20" 0.132 388-9989 E 388-8705:388-8755 ; 388-8805 300 ft. 388-9943 300 ft. 388-9961 308 ft. 3 10" 24" 0.159 — p — -- ---- 300 ft. 388-9945 300 ft. , 388-9951 308 ft. 4 >10"-12" 27" 0.179 388-9993 r 388-8710;388-8760 ' 388 SUBMITTAL REVIEW r962 308 ft. 4 > 14"-16" 34" 0.225 388-9996; 388-8715;388-8765 388 X No Exceptions Taken 1%6 308 ft. 6 16"-18" 37" 0.237 special order~ Make Corrections Noted 0967 308 ft. 7 18"-20" 5Y41" 0.271 388-9998 : 388-8717 388-8767 388 Amend & Resubmit t969 308 ft. 7 24" 54" 0.358 388-9999 , 38',8-8720.388-8770 388 Rejected See Remarks 0970 154 ft, 8 30" 67" 0.444 388-9985 ; 388-8780;388-8772 388 IMPORTANT NOTICE: This review 1972 154 ft. 10 does not relieve contractor from his ' 36"-42" 81" 0.536 388-9986 ' 388-8723'388-8474' 388 1974 154 ft. 15 responsibility to comply&conform 48" 95" 0.629 388-9980 special order* with the Plans. Specification, and 1975 154 ft. 17 54"-60" 108" 0.715 388-9982 special order* Contract Documents. 077 154 ft. 20 64" 121" 0.801 388-9984 special order* cial order'* 21 * Indicates other sizes, types and colors that are available aE Gray Si Osborne,Inc. color or size. RS See Price Sheet for current sizes. colors&configurations s CONSULTING E"CONEE ilso 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 Tape!"(Shown on page 0-2,) Polywrap continues on the following page... 09101/20 Page Revision Page 9-1 o 2Q'O TrumbaUAAar ufacturing,enc BID ITEMS B06, B07, 808, B11, 812, B15, B16, 817, B18. B21 E SIG .1A . Quality — Service — Commitment— Delivered. ONE-LOKT" Series SLDE for Ductile Iron Pipe _ _ 4, • _ ilie.1, .- , , t a ';'''' 14 7....';+`. / 11.11(.. _ 1 _ w�iti — `r �' �+�' ,, -mom A raw 1. V # t+ t'� I fI 1. ., roy�r .�' .� s • Features &Advantages: 1111. INN 1) The SIGMA ONE-LOK Series SIDE is a mechanical joint restraining gland that w implements a series of individually activated wedges into the mechanical joint follower * gland.When the wedge segment is engaged by the actuating bolt,the primary contact ''�"" edges of each wedge segment lock onto the pipe wall,This action causes the primary contact edges to grip the pipe and effectively restrain all classifications of ductile iron ONE-LOK's untrue cam action allows the restraining wedges Pipe. to tack'popping the pipe Mfie more securely es thrust tome 2) ONE-LOK SLDE's precision contoured wed ges provide proper contact and support inCTOOftek of the ductile iron pipe wall.Each wedge is manufactured with an elongated contour that ins 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 ONE-LOK's cam action also accommodates deaacwn w the time of installation. Unlike other actuating bolts, the ONE-LOK SLDE is manufactured jolnl During Installation,and also stows rot subsidence,memowith a proprietary quality control system that ensures the breakaway tops will activate at the correct torque. The breakaway top is sized to match the same dimensions of or nlhar tortes alter insulation,up b Om n euimurn allowed the bolts and nuts used to assemble the mechanical joint fitting and follower gland. detector, 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 SLOE'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" SIDE18-SLDE30 1.5 deg other movement within the maximum deflection limitations of the mechanical joint under 36.64" SLDE36-SLDE64 1 deg applicable AWWA standards. SIGMA Corporation 700 Goldman Drive 800g999 2550 p i www sigma .COrtt Cream Ridge, NJ 08514 1609 758 1163 f corn safes siggrnaco.cool ONE-LOKTM Series SLOE for Ductile Iron Pipe Sample Specification: Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The assembled joint shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial.Restraining gland.wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536.Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C111/ANSI A21.11 and AWWA C1531ANSI 21.53 through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint restraining devices shall have a working pressure rating of 350psi(for sizes 3-16") and 250 psi (for sizes 18-64')minimum and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes.Restraining device shall be SIGMA ONE-LOK^'or approved equal. Materials: • Gland body, brackets,wedge segments&actuating bolts: ASTM A536 65-45-12 ductile iron. • Wedge segments are heat treated to a minimum hardness of 370BHN • T-head bolts&nuts: High strength,low alloy steel meeting AWWAIANSI C111IA21.11 with minimum 65,000psi tensile strength and 45,000psi yield strength. -D IIIA . A :2\ A • ',Jill..,. \--.1 I . i // in L. ;JJ• A=a1 , Dimensions in Inches, Weights in Pounds Nom DI Steel Dimensions Bolts and Inserts Pressure T-bolts Gasket Pipe Item# Wilt Pips Pipe size OD OD C F D T P. B J K2 No She Torque Rating Nu Size Torque No lawn 3 SL12E3 :E,11 3.'36 --- 4 64 4,16 1.56 9.41. ?750 5'9 'S9 2 7i8 *5-9D 350 .• i 45-60 1 TG3 4 SLDE4 8..50 4.80 4.50 5 92 5.00 1.58 a 5.. 13 74 0.875 7 50 9..12 2 7,11 75.90 350 - .- 76 90 1 itGJ --'6 SLOES 10,00 6 90 6 825 8 02 7 I S 158 I)1...: 12 34 0 875 9 50 11.12 3 7,8 75-90 350 75-90 1 MG-6 SLOES 14.50 9.06 8.825 10.17 9.25 1.63 0.75 14.32 0,875 11,75 1837 4 WEI 75-90 350 .. _. I:. 75.90 1 11.4 10 StDP*0 73i.Cs n II, 1575 12 22 11.36 155 095 1r'.w A,i75 14.ii3 1562 6' 7•k I 350 : '1: I MG-10 -.>12 31.0e12 29.00 13.20 1275 14.32 13.40 1.58 0.85 18,80 0.875 16.25 1788 8 71E 75-90 380 - •• i 7r. 90 1 04412 14 OSOE'4 1k11v[z u;Al -- 113 43 1:, 1 1, 2' 2D ,'i 4.".: to 7, 21:,25 1a 7'13 _ 75-90 :35:1 - - .• _• ,.. 1 MO-14 SLDE16 49.67 17.40 - 1e.50 17.54 1,77 1,21 2374 0.875 21.00 22 SUBMITTAL REVIEW 76-50 1 Mt-le 18 5.113E18 60.2] 19.53 --- 20.60 19.64 1 77 1.25 25.64 0.875 23.25 24 75-1313 1 MG-18 20 SLDE20 69.00 21.60 -- 22.70 21.74 1.87 1.25 27.94 0.875 26.50 27 X No Exceptions Taken 76.90 1 MD-20 24 S;.0E24 103.67 25.BU .-. 25.it, 25.55 1.92 1.47 3214 0875 30.00 31 Make Corrections Noted 75-90 1 MG-24 30 511.0E30 158.67 32.00 •- 33.29 3217 2.13 1.65 39-39 1.125 36.8E 38 Amend&Resubmit 100.120 1 MGS-33 36 4-0EX 23-4 so :315 30 --- 39 3+ 19 47 315 1.75 40 07 , 125 43 75 46 Rejected-See Remarks 100_120 1 r,1C35-:. a2 5LDE42 344.00 44.50 - 45.79 4467 3.56 2.25 53.25 1.30 50.62 53 IMPORTANT NOTICE: This review 120-150 1 Mcrs-42 43 ( S_0E48 456.00 50.60 - 52.D9 5..97 3.61 2.25 59.55 1.38 57.5 160 does not relieve contractor from his I 120-150 1 MG5-48 Sa si.DE54 1945.00 57.55 _ 58.85 57,3 6,00 4,50 70.43 1.375 03.20 e7 responsibility to comply&conform 120-ISo 1 MGtt-54 60 5_DE60 1136.00 81.61 62.90 61 78 6.C+4) 4.50 7452 1 375 6772 72 with the Plans, Specification, and 120-150 1 MGS-60 64 34.0E64 1258 00 155,67 _ 66,90 65 84 6,00 4,50 76.68 1 375 71.96 76 Contract Documents. 120_150 1 6406-64 ONE-LOK SLOE was previously referred to as model SLD 'Praia lia, anic7 join!gasket P•Dim shows OD after heed Is brokenlremoved. Size �r<s,sy ns ►3tRkle. Inc. Size CONSULTOs ENGINEERS Sizes 3"-12"is approved for thinnest class of DI pipe. Size Size By: DRS Date: 10119/21 A> Size Pe Sizes 54"-60'and 64"are pressure rated at 250 psi on DI Pipe LISTED APPROVED Sizes 4"-12'are FM approved for 175 psi on DI pipe. 2 I SIGMA Corporation .vww.sigmaco.com (Provide Mfg. Cert. of Compliance. SIGMAM 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. 3. Insert the gasket along with the pipe into the fitting socket and seat the gasket firmly and evenly into the gasket cavity, 111111 keeping the joint straight. 4. Push the One-Lok gland toward the fitting and center it around the pipe with the lip evenly against the gasket. 3 SIGMA Corporation www.sigmaco.com December 2018 SIGMA Corporation ONE-LOKTM Series SLDE for Ductile Iron Pipe Installation Instructions for Wedge Action Restraint with PVC Pipe & Mechanical Joint Fitting (Continued) 5. Insert the T-bolts with the T-head on the fitting side and nut on the restraint side, and hand tighten the nuts. Make the joint * + deflection as required keeping the wedge restraint centered on the pipe before `'`+► torquing the T-Bolts. 6. Tighten the nuts in an alternate method (STAR PATTERN)to the recommended 4 torque of 45-60 ft-lbs for 3", 75-90 ft-lbs for • " „ � ' t3 4"-24",100-120 ft-lbs for 30",36", � , �Ste 6 '".- 7, 120- 150 ft-lbs for 42",48", 54",60"&64" " _ �14 a sizes, use of a torque indicating wrench r" • "" - " tt is recommended to confirm the applied " " 70 I , � torque. 4 "'5 H ,G' i 2' 7. Hand tighten each actuating bolt in a clockwise direction until contact is made between each wedge insert and the pipe "` ;e OD. Continue tightening the actuating bolts in an alternate method (STAR PATTERN) until all the break-off tops have + '4 been removed. Never tighten actuating `e bolt more than 180 degrees before moving • to the next bolt. .1 Recommended Torque for actuating bolt- 75-90 ft-lbs for 3"-24", 115- 125 ft-lbs for 30",36",42",48",400+/- 5 ft-lbs for 54"60"64" SIGMA SEAL GASKET(MGS)is recommended for One-Lok sizes 30-,36",42",48",54",60",64- 4 SIGMA Corporation www.sigmeco.corn Qualified'Product List hltps://www.wsdot.wa.gov/bizimats/QPL/QPLPrint.cfm?Product_noo20... Engineer's addition Washington State (product revlsw supporting documentation) October 19,2021 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Sigma Corporation - Auburn, WA Product Name: ONE-LOK SLDE Restraint Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. if the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Jan 3, 2019 To be completed by the field inspector: Quantity: Verified By: Date: I oft 10/19//2021, 11:18 AM %'' STAR"PIPE PRODUCTS Joint Restraint Submit-al Form �� `a �., BID ITEMS B06, B07, B08. B11, Stargrip 'series 3000 B 12. B 15. B 10. B 17. B 18, B21 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe SUBMITTAL INFORMATION PROJECT NAME: DUVALL AVENUE NE I ENGINEER: i PARAMETRIX ! C/IT) CONTRACTOR: i REED TRUCKING & EXCAVATING ' St SPEC. SECTION: ipsi Searp p'sees 3G?C far uuchle horl Abe (IIII) 0 441Z . 411/\\ �/��1� AW WA A APPROVED M,YPFP 1: FEATURES & ADVANTAGES • The wedge Assembly is designed with a Break-Off Torque Control Nut that will only break off in one direction,ensuring proper installation, • The Stargrip°oilers a full 5"deflection through 17'size,3"on 14"-24",2"on 30"•36'and I"on 42'-48". ( • Minimum safety factor of 2:1 �! • Stargrip°sizes 3"-36"are listed with Underwriters Laboratories Inc.and sizes 3"-I T are approved by Factory Mutual Research. • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable. • No special tools are required for installation of the Staargrip'. • Stargrip"eliminates tie rods and thrust blocks. • StargripS may also be used on minimum SCH 40 steel pipe'up to 12" t'IransItlon gasket required on 12'and under;.Fri 1 s" I and larger steel applications,contact Star Pipe. MATERIAL SPECIFICATIONS: • Gland:Ductile Iron per ASTM A536,Grade 65-45-12 0111114 • Wedges:Ductile Iron per ASTM AS36,Grade 65-45-12 heat treated to a minimum of 370 BHN • Wedge Finish: Thermally cured fluoropolymer epoxy coating111:111114 GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check one): C Standard:alkyd enamel coating Standard:T-bolls ore high strength low alloy steel t C manufactured of ,tureddiin accordance with ANSI/AWWAEl Optional:Starbond TGIC polyester powder coating applied by an electrostatic spray process Ei Optional:Other(specify) C Optional:T-bolts and nuts alloy SS 304 per ASTM F593 © Optional:T-bolts and nuts alloy 55 316 per ASTM F593 Optional:T-bolts and nuts Fluaroppof Star-Blue COUNTRY OF ORIGIN OPTION(Please check one): a coated high strength low alloy steel manufactured in accordance with ANSI/AW WA C 1 11/A21.11-00 Import H Domestic-AIS Complicrt Eill11114 Cill) REV.2I D' A. REGg1ERED TRACEmARE OF SUAR PIPE PROC4CT5 SiwL•PIPF PROD 1S Jr. r4r,tOIIrOMflIrOLL r rL I AN)AofX' Ir ..aI-558-4"J!Q TOVRMenlend +ww.slvup•Ru7wz.com Page 1 rra,riI. 7 n, /" STAR' PIPE f; PRODUCTS Joint Restraint Submittal Form Sta rg ri p series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe TECHNICAL INFORMATION ar d `al. ,a) - ..744t e 474;tri....._ , 0 754/ ` 1 / /' I� I11 ll A \ '''''.- 1 ... ",.......... lif / / 1 \ ` fi CM), �. . ;yam OVII1S) No. iri STARGRIP'3000 SPECIFICATIONS` YS F W!NUTS APPROX Please NOM. PRESSURE A $ C D E F TWISTED G NO.OF NO.OF WT check sizes: 51IE RATING OFF WEDGES T-BOLTS (LES) C3 350 4.84 2.40 4.06 6.19 3/4 9.85 ?.1:3 _ ,1 . 'ia4/4 E 4 0 6 350 5.92 2.40 4.90 7.50 7/8 1'„76 9.62 9.12 2 4 5 350 8.02 2.40 7.00 9,50 7/8 13.06 11.72 I e . Climo El 8 350 10.17 2.51 9.15 11.1.75 7/8 1525 13.84 13.37 4 6 17 E 17 350 12.22 2.51 1 1.7a 14.00 7/8 17.25 15.88 15.62 ti 411; ❑✓ 12 ri 14350 14.32 2.51 13.30 ligS.5 7/8 19.50 17.98 8 8 34 350 16.40 2.9' 15.44 18.75 7/8 2`.25 20.12 20 9C 10 10 49 rizos .4 El 16 350 18.50 2,91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 56 18 250 20.60 2.91 19.64 23.25 7,' SUBMITTAL REVIEW s9 20 250 22.70 2.67 21.74 25.50 7 J ;5 X No Exceptions Taken 2114 ri 24 250 26.90 3..50 25.94 3C.03 li Make Corrections Noted 139 30 250 33.29 3.49 32.17 36.88 1-1 Amend Resubmit ".y! Rejected See Remarks 199 36 250 3959 3.49 38.47 43,75 1 232 IMPORTANT NOTICE: This review 42 250 45.79 5.15 44.75 50.62 1-3 does not relieve contractor from his ' as 250 52.09 s.15 51.05 57.50 1-3 responsibility to comply& conform 488 "Atid mennsumw to inches exa rpr*herr mitca:tee with the Plans, Specification, and Notes: Contract Documents. • Sta,gripls"must be adequatehv wrapped or protected if they are covered by nr act Emmo4 • For applications exceeding the maximum pressure ratings lined please coma, ENGINEERSjInc. Nargrip'J. • For applications with vertical offiets please COCtact Star Pipe Products for te( Cir ray lir Osbornae, CONSULTING ENGINEERS • For applications on existing pipe•the pipe needs to be structural&sound and -products in Cii/ir) order for the wedges to function properly Please contact Star Pipe Products,1 DRS 1 D/191'j1 • Sizes.d2"&4N"requiret sta long 1'."x 8 14"7'hnitc. By: Date: euv21O1 A REa7i51ECIO TRAOEA,Am Ct VAR?I t PncoOCCS $14F•PPE PRODUCTS Provide Mfg. Cert. of Compliance. r 51S147d COMPOIMI/It4LL MI 1-80Ct44i'-]OLN PAX 221-SS4-90)) wAw.el�lp.pifr.r evm TUVRF land Page 2 50 Ax,1.5.5 Qualified Product List hops://www.wsdot,wa.gov?bizlmats'QPL='QPLPrint.cftn?ProducT Engineer's addition (product review supporting documentation) Washington State October 19.2021 Qualified Product List Contractor Product information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: Star Pipe Products - Houston, TX Product Name: Stargrip Series 3000 Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches) Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch Product Restriction : Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: I of 1 10E19/2021, 11:54 AM