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CAG-20-065 - Duvall - A48-Ductile Iron Sewer Pipe 12 IN.
. .. E. 4 . . 4- 74, . , y -. 74- 7 / 4 ' JL J4 -4L ! C _ _ . , .1t i e• til p•• p' p• O' O' TJ' 2 O- O' h�• <�' O- C�• �• m• aj. O. 2 <•>• �:j- O. ,j- p. ,-�• <;,- T• 6,• (V' O' -1 = 11111 frll lllllflilllliflrl lldll Pill lll111firfl rfn11fffi rinsii11111111111111tilliui1111 uruiu lJJJUuu flllllllllflllltill lliilllllllul lllilrlurif1r1111111rrur = C�;' � __ Illjniiilia. 40111111111111/11.11.1.1.11.11111 UNITEC Corporation • _ Cam.. :) g . 358 Upland Drive • Seattle,Washington 98188 = C ;9' = - E C<. r: •Trrittitatt A Ott • E 4-,' 4.4., rot. Agraitslirrtt • °o) - This is to certifythat G/� ��-c scale(s) = Co" - - C • .�' _ Located at: .S�PW 9 ( ff2it1l In /a 14 1S57 da-4/�1�9 = �o . * was (were) serviced on this 2 day of 7Ifmk t.t 20 7 , by an'authorized representative of - C.Co;• , 6.) the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. = CQ. :0 = a Co,, -U� r _ Ca, G� g A record of said inspection is on fife at the above address and in the offices of UNITEC CORPORATION. = C�;, o' = _ Ca: • ' - - • 1 (206) 575-1100 C= ,0 _ Cam: %`/\/Or./d\/0\/\!0�'/0` ./Or/\/��r�r/d\/��40\/0` % .1,\ ,,�I 6�dO��4�%r/G�/o�/�\/G\/6\4n1/�\!�\( 9 a f. r 0 AIRIFEST Am Test Inc. L A B o R A T o R I E s Professional 13600 NE 126TH PL Analytical Suite C Services Kirkland,WA 98034 (425)885-1664 Mar 2 2022 SQUAK MOUNTAIN MATERIALS 10430 RENTON ISSAQUAH RD Attention: DMARYE DEDRICK Dear DMARYE DEDRICK: Enclosed please find the analytical data for your SQUAK project. The following is a cross correlation of client and laboratory identifications for your convenience. CLIENT ID MATRIX AMTEST ID TEST (1)5/8 Soil 22-A002567 MET (2)5/8 Soil 22-A002568 MET (3)5/8 Soil 22-A002569 MET (4)5/8 Soil 22-A002570 MET (5)5/8 Soil 22-A002571 MET (1)1 1/4 Soil 22-A002572 MET (2)1 1/4 Soil 22-A002573 MET (3)1 1/4 Soil 22-A002574 MET (4)1 1/4 Soil 22-A002575 MET (5)1 1/4 Soil 22-A002576 MET Your samples were received on Thursday, February 24, 2022. At the time of receipt,the samples were logged in and properly maintained prior to the subsequent analysis. The analytical procedures used at AmTest are well documented and are typically derived from the protocols of the EPA, USDA, FDA or the Army Corps of Engineers. Following the analytical data you will find the Quality Control (QC) results. Please note that the detection limits that are listed in the body of the report refer to the Practical Quantitation Limits(PQL's), as opposed to the Method Detection Limits(MDL's). If you should have any questions pertaining to the data package, please feel free to contact me. Sincerely, Aaron W. Young Vice President PO Number: NWA12756 BACT= Bacteriological MET = Metals NUT=Nutrients MIN=Minerals CONV= Conventionals ORG = Organics DEM=Demand P.1 Am Test Inc. Professional 13600 NE 126TH PL Analytical Suite C AlWIEST Services Kirkland, WA 98034 (425) 885-1664 L A B OR A T 0 RIES www.amtestlab.corn ANALYSIS REPORT SQUAK MOUNTAIN MATERIALS Date Received: 02/24/22 10430 RENTON ISSAQUAH RD Date Reported: 3/2/22 , WA 98027 Attention: DMARYE DEDRICK Project Name: SQUAK PO Number: NWA12756 All results reported on an as received basis. AMTEST Identification Number 22-A002567 Client Identification (1) 5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 9.01 ug/g 1.1 EPA 6010D KF 03/01/22 P.2 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002568 AMT EST 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 AMT EST 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 3050E KF 02/27/22 Lead 8.89 ug/g 0.80 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002571 Client Identification (5)5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 , Lead 10.1 ug/g 1.0 EPA 6010D KF 03/01/22 P.4 • SQUAK MOUNTAIN MATERIALS Project Name: SQUAK ' AmTest ID: 22-A002572 AMTEST Identification Number 22-A002572 Client Identification (1) 1 1/4 Sampling Date Total Metals PARAMETER RESULT • UNITS Q D.L. METHOD - - ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 13.6 ug/g 0.55 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002573 Client Identification (2) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 13.9 ug/g 0.85 EPA 6010D KF 03/01/22 P.5 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002574 AMTEST Identification Number 22-A002574 Client Identification (3) 1 1/4 Sampling Date Total Metals PARAMETER. RESULT. UNITS' ' Q 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 3050B KF 02/27/22 Lead 15.9 ug/g 0.84 EPA 6010D KF 03/01/22 P.6 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002576 AMTEST Identification Number 22-A002576 Client Identification (5) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 11.5 ug/g 0.66 EPA 6010D KF 03/01/22 Aar n . Young Vice President P.7 Am Test Inc. Professional 13600 NE 126th PL Analytical Suite C AMIEST Services Kirkland, WA, 98034 (425) 885-1664 LABORATORIES www.amtestlab.corn QC Summary for sample numbers: 22-A002567 to 22-A002576 DUPLICATES SAMPLE# ANALYTE UNITS SAMPLE VALUE DUP VALUE RPD 22-A002337 Lead ug/g 4.52 4.29 5.2 22-A002576 Lead ug/g 11.5 13.9 19. MATRIX SPIKES SAMPLE# !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 .„ • . • . . li... -3,•,--.1 AmTest Chain of Custody Record 13600 NE 1260 PI,Suite C, Kirkland,WA 98034 LApopiAro. Rias, Ph(425)885-1664 Fx(425)820-0245 www.amtestlab.com • i • - Chain of Custody No.__'- - . . Client Name &Address: :, i , Invoice To: <-.,..; . , !-- , ., -• - 'cif 3://•.''' f.7 '11•91'1/11.:'2'it'l 111;e'1,1.1.• re ( ; "--1 .,.,- -.,• ..) ---, i .,.„:, 2,-, .,.-.. /V "\ lc:, 7' — .. _..y,z(y,t,i,:„. f, =•-_,,,. t • . ,--, .. . (...,,,,,,.., , „, /Lip/ /L..- ., •.".,:i(i.••ft, v ,AC: ., ; % •.te 4 6ir:"11 1 c',1:".-..C'i le.3..t• c...-/ I . •, . ,-, L.,.:--- . ii.i,f;t•i .,—1, - ;,l'i:.-/ '..7i,-,1 r)071„ 7e-4714 ',,,,Ti t..-• 6 ...if. I • Contact Person: n --_ ----. k. ), Invoice Contact: 1--) 47 t. 'VC iiije?•eirl , i.‹, /.14,, .. .,/,. , Phone No: r7 ,! l.16,,i., ,-2 I'e:,'—". PO Number: i.ii,f ...i i•-•:, 7,L. i : ,,;(.- :.? -' 'f at-- Fax No:No: Invoice Ph/Fax: • • f.'s-,e• E-mail: ••".:4_. ,.. 4,(,-.- nin) il, . ,,,-(If ii ii i / i; /- Invoice E-mail: ,;-,),, ?„•:., ,I (;:.;-)1,Thi.,,,.,;•,-1/..,./..1 (e.-7,-,4,7 t ,--f--••r • • -1 riAi /<'.4I - ,./47•., •_ ....,,,.„47.-_,_-_—r,, ,/i.,,,:-.0,1-,L'ri,"'i, ( 1 i r . Report Delivery: (Choose althat_apply) Data posted to online accotint: YES / NO • • Mail / Fax ifi ma Ell.2 / Posted Online _. Web Login ID: Special Instructions: - • . Requested.TAT-:..,(Rush must be pre-approved by lab) Temperature upon Receipt: 14.5 ittandard„--; RUSH ( 5 Day / 3 Day / 48 HR / 2411R• ) ProjeCENaiiie: ..., i . • • m Analysis Requested Project Number: a.i -01 a.) 0. *K1c E E x 4, MI Ca Ito g (I) to CO u a) 4.. . Client ID .4-,w E o c.; • AmTest ID la' I= . a (35 characters max) - • 0' • . . 7.-C i 07 i '''''- 51S • 3 _ - (io5 7, • . . _ ... • (M 1 .. 10 Li • - . la 1 _ 1114 - IS 4 70 goll,pcte.tyRelinquished By: Date Time Received By: . Date Time •--.: ' n-/.. ) -z.... 1 /)4 rii '" ' . 7,-' ,l'e7).2f4-:5''''.2,-F.d.------• 217-Li Z-Z. !OS Relinquished By: Date -Time Received By: . • • Date Time Relinquished By: Date Time Received By: Date Time • COMMENTS: . . -P.9 Truck Scale Report & Certification kp ! w 'Date Tested: January 14,2022 CO �,,• 4 NG 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 .. . NB Company Icon Materials E-mail+r 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 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 _ . ."J-4 16705 A Truck Scale Report & Certification Date Tested: January 14,2022 CO I,► + NG o' Company Icon Materials E-mail.- Name and Outbound 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 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: #: 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 o o '1 I ^I111111111I11!11111111.111!1111111111111111111 I II II 1ll1111111.111111I LLJ 111lLIIli11i1I1 Ii m 1111111 L11L.I111111 I11111111111I I11111L IIII Il1L.Jllllllltillltlll a 11111I O C� �� _ _, UNITEC Corporation = Co. .o� U11-ITeC -_ o' _ 358 Upland Drive • Seattle,Washington 98188 = �o, �� 'I= (Jrrtifiratr of tt rctitnt = i C4 1 _ ; Cam• off = E0: 99 / , h�! = C 1_ This is to certify that a l� l b y90 ��O /A'- /0(1.t scales) _ C<5. E Located at: Sdn� 'v- 6Ier: = co' 'o = (were) serviced on this )14. dayof "� 20� , by an authorized representative of was • = Co• . �' the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. O goy_ _ . ,�� A record of said inspection •is on file at the above address and in the offices of UNITEC CORPORATION. � ., .off - C (206) 575-1100 Co. -' 'IiIiit1111111111111111111111111 li IIT1111 ITI 1111I CIT TI IL.ITTTI IIIfr TI IIl�-1�- I11 IILfjTTTT I I11II IIII IR!i 111.I I111111111 I tila 1Tnil Tlf_1111 II 111111TI Iit 111(1- lc'. 1 O ° /\°ai-��are.../0\are./��-e�/,-/��-re-/\/\A"./,-��%\/0\/-�4��/c\/�\a.",--v.../��-\/��/0\AV!. .�\40, ValliWashington State Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01,'26,ll;22 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 PEARL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A44-A52 CSTC 513'Natural Sumner Prt B-231 7 04 1 2 ,B6-B9 A44-A52 tsar ic&'r ed,, c.ttit 704 $6-gy A43-A52 T anch Ba Mfi lel 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 eackfill A43-A48,Gravel Backfill for B6-B9 Pipe Zone Bedding Sumner Pit B-231 9-03.12(3) 1 . 2 A43-A48 Gravel Backtill for B6-B9 Pipe Zone Bedding Sumner Pit B-231 9-03.12(3) 1, 2 Project EngineerlReoresentative -� 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 Wthheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Provide Scale Cert. Delivery Ticket shall show bid item number and description Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 El Contractor El Region Operations Engineer Fabncation Inspection Ej Region MaterialsEj State Materials Lab-MS 47365 Stoneway Concrete Technical Services Aggregate Sieve Analysis PROJECT: Internal Testing DATE: 1/26/2022 LOCATION: Sumner Sand & Gravel SAMPLE SOURCE: B-231 SAMPLE DESCRIPTION: 5/8" Crushed Surfacing Top Course Type 1G AGGREGATE SIZE: 5/8" TESTER: Sean SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE RETAINED RETAINED PASSING 9-03.9(3) 3/4" 0.0 0 100 99 - 100 5/8" 0.0 0 100 N. 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% FRACTURE: 100% %Passing No.200 Dust Ratio: %Passing No.40 "The minimum percent passing the No,50 and No.100 sieves may be reduced to 5 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(C 33 8.2) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Sieve Size Percent Passing 1%,' 99 100 1" 75-100 Ni" 50-100 9-03.9(3) Crushed Surfacing r - No.4 20-80 VT 4 Base Course P Course nd Keystone No.40 3.24 To No.200 10.0 max, 4 Sieve Size Percent Passing -- — — Sand Equivalent 35 min. 1%" 99-100 1" 80-100 ':" 99-100 d V 50.80 9-03.19 Bank Run Gravel for %" 8o-10D 4 Trench Backfill No.4 25-45 46-66 4 Sieve Size Percent pPi sing No.40 3-18 8-24 2z1� 15 r(X7 NI No.200 7.5 max. 10.0 max.4 No.4 22.100 %Fracture 75 min. 75 min. J No.200 0-10 Sand Equivalent 40 min. 40 min. 4 Dust Ratio: %max. ist Sand Equivalent 30 min. 1 ASTM C 136 ASTM C 33 PROJECT: Internal Testing DATE: 1/26/2022 LOCATION: Sumner Sand & Gravel SAMPLE SOURCE: B-231 SAMPLE DESCRIPTION: 1-1/4" CSBC /Type 2G AGGREGATE SIZE: 1-1/4" TESTER: Sean SPECIFICATION SIEVE WEIGHT PERCENT PERCENT COS9-03.9 SIZE RETAINED RETAINED PASSING Type 2G 1-1/4" 0.0 0 100 , 99 - 100 1" 0.3 3 97 '' 80 - 100 3/4" 1 .8 18 82 5/8" 2.7 27 73 ,i' 50 - 80 1/2" 3.8 38 62 3/8" 4.5 45 55 I #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: 96 Passing No.40 'The minimum percent passing the No.50 and No.100 sieves may be reduced to 5 and 0,respectively,ti the aggregate is to be used In ar-entrained concrete containing more than 400 lb of cement per cubic yard or in nano-entrained concrete contsning more than 500 lb of cement per cubic yard(C 33 6.2) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Slaw Size Percent Passing 1%" 99-100 4- 9-03.9 3 Crushed Surfacing — 1" 75-100 ( ) x" so-too 4 Base Course Top Course and Keystone No.4 20-80 i �/ No.40 3-24 Sieve Size Percent Passing No.200 10.0 max.4 1`,- 99-100 J — 1" 80_100 Sand Equivalent 35 min. 34" 99-100 %" 50.80 " SS" 80-100 No.4 25 45 �_ 9-03.19 Bank Run Gravel for No.40 3-18 4 8-24 Trench Backfill No.200 7.5 max.' 10.0 max. Sie e1 g Perce sing %Fracture 75 min.l 75 min. ' 75-100 i Sand Equivalent 40 min. 4 40 stun. - No.4 22-100 No.200 0-10�/ Dust Ratio: %max.' ' Sand Equivalent 30 min.J :Page added by engineer WSDOT MATERIALS LAB o1/28/2022 Aggregate Source Approval Report Owner: Cava Materials Aggregate Source: PS-B-231 Lessee: Known as: Cava Materials Pit Located in: S 1/2 NW 1/4 Section 18 T2ON R5E County: Pierce Remarks: Mineral Agg.and Surfacing: Test Date: 04/15/2021 Expiration Date: 04/15/2026 Absorption:1.01 Apparent Sp.G.:2.745 Bulk Sp.G.(SSD):2.697 Bulk Sp.G.:2.67 Deg:66 LA:14 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 02/01/2018 Expiration Date: 02/01/2023 ASR-14 Day:0.56 ASR-One Year:0.04 CCA Absorption:1.18 CCA Sp.G:2.681 Deg:70 FCA Absorption:2.04 FCA Organics:1 FCA Sp.G:2.627 LA:12 Remarks: 1-Year ASR Results expire 12/19/2023 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap, Quarry Spails,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 Dater 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 StructuralEarth 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, 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) 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 r IVWashington State Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01/28/2022 Section 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# 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 Gravel Borrow Icon Materials-Auburn A-464 7-04 1, 2 , B6-B9 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-B9 + 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. 9. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Provide Scale Cert. Delivery Ticket shall show bid item number and description Gravel Borrow may be used for Gravel Borrow and Bank Run Gravel for Trench Backfill Remarks (HQ): CSTC may be used for CSTC, Bank Run Gravel for Trench Backfill and Gravel Backfill for Pipe Zone Bedding CSBC may be used for Bank Run Gravel for Trench Backfill and Gravel Backfill for Pipe Zone Bedding DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabrication Inspection 0 Region Materials 0 State Materials lab-MS 47365 I, ICON Summary Report Sample Information Sample No 1264637438 I00-, Product Id 2380 Product Name Gravel Borrow tx- Specification WSDOT 9-03.14.1 Gravel Borrow a°- Date Sampled 01/07/2022 09:00 m- Sampled By Skye Southward so- Sample Type Investigative 50- Sample Method Surge Pile a - 40- Notes 2022 Submittal (B) zo- +o- 9-... I . . .I...... I . .r....I. I I. I. . I .T'l s - S.F, t.'• ' w. " b g ' s—op.,nmgtmml O+01ES+.016 D O56 050 I 42 D60240 Ot5O5:OM Cu 14.91 Ge 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 Pipe Zone Bedding #10(2mm) 57 Percent Passim #40(.425mm) 25 0-30 Sieve Size 1%" 99-100 #100(.15mm) 9 %Passing No.200 1" 75-100 #200(75um) 6.7 0-7 Dust Ratio: %Passing No.40 %" 50C4.....)0 No.4 No.40 3-24 X No.200 10.0 max. Sand Equivalent 35 min. 9-03.14(1) Gravel Borrow Sieve Site Percent Passle 9-03.19 Bank Run Gravel for a" 99-100 Trench Backfill 2" 75-1001 No.4 50-80 �/ 2" 75.100 No.40 30 max. J No.4 22.100 r �I No.200 0-10 r No.200 7.0 max. Dust Ratio: %max. ii Sand Equivalent 50 min. '1 Sand Equivalent 30 min. f StonemontQC 01/10/2022 CRH Americas Materials(AMAT) ICON Summary Report Sample Information Sample No 303028092 too_ . Product Id 2350 Product Name 5/8"CS TC S0- Specification 9-03.9(3)Crushed Surfacing TC BD- Date Sampled 01/08/2022 10:00 TO- Sampled By Randy Mattson ix- Sample Type Investigative r,. /////1 Sample Method Surge Pile # - 40- Notes - 30- Submittal 2022 20- _____._____,,,,7 o"... i • t .1 . 6... 1 .1 . .r 1••T l it i • I =g 1, 8 'a a a' - 'S. 'u.q 1k4, ' st«•0owt.mrm"1 010(ESt.023 0X 106 060 312 060 433 015.56.004 Cu 21.23 Cc 100 Gradation Results Quality Results Date Tested Tested By Randy Mattson Sieve %Passing Tolerances Test Result Unit Tolerances 1 1/2"(37.5mm) 100 SE 66 % 240 AASHTO T176 1"(25mm) 100 Fractured Faces(>1) 95.0 % ?75 AASHTO T-335 3/4"(19mm) 100 99-100 Unfractured Faces(>1) 5.0 % AASHTO T-335 5/8"(16mm) 99 -#200(75um) 4.2 % 1/2"(12.5mm) 94 80-100 Grad Loss 0.0 % 3/8"(9.5mm) 82 Wash Loss(#200/75um) 3.6 % 1/4"(6.3mm) 67 #200/#40 0.25 #4(4.75mm) 60 46-66 9-03.12(3) Gravel Backfill for #8(2.36mm) 44 Pipe Zone Bedding Slow Sae Porcont pasta #16(1.18mm) 32 iK" 99-100 #30(.6mm) 21 %Passing No.200 1" 75-100 #40(.425mm) 17 8-24 Dust Ratio: %Passing No.40 %" 50-100/ #50(.3mm) 12 No.4 20-80/ #100(.15mm) 6 No.40 3-24 No. #200(75tim) 4.2 0-10 200 10.0 max./� 9-03.9(3) Crushed Surfacing Sand Equivalent 35 min.t/ Bare Course Counts d Keystone Move Silt Percent 1%" 99-100 1" 80-100 9-03.19 Bank Run Gravel for " 99 500i Trench Backfill %" 50-80 K" 80-100 75-100 No.4 25-45 46-66 No.4 22.100 No.40 3-18 8-24 �/ No.200 0-10 No.200 7.5 max. 10.0 max.J Dust Ratio: �5 max. r Sand Equivalent 30 min. %Fracture 75 min. 75 min. / Sand Equivalent 40 min. 40 min. 1 ................._.. _......._,._.. Materials(AMAT) ICON Summary Report Sample Information Sample No 655576787 Product Id 2379 04. � Product Name 1 1/4"CS BC 90 Specification 9-03.9(3)Crushed Surfacing BC BQ- Date Sampled 01/04/2022 11:05 n- Sampled By James Begley BO- Sample Type Process Control Sample Method Surge Pile * - ao-- Notes - 30- 2022 Submittal 07- 10- ��.���' Qr ' 1 ' 1' I "r"—I; I tr t • I ' 14> 4. - 9x w'i.+t' • a S.tOouimotmni 710(E5)049 030 2 34 050 7 55 O50 1053 0154:45 004 Cu 21 54 Cc 1.57 Gradation Results Quality Results Date Tested Tested By James Begley Sieve %Passing Tolerances Test Result Unit Tolerances 2 1/2"(63mm) 100 SE 73 % 240 AASHTO T176 2"(50mm) 100 Fractured Faces(>1) 98.0 % >_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 4t200(75um) 2.0 % 3/4"(19mm) 86 Grad Loss 0.0 % 5/8"(16mm) 77 50-80 Wash Loss(#200/75um) 1.3 1/2"(12.5mm) 66 #200/#40 0.23 3/8"(9.5mm) 56 9-03.12(3) Gravel Backfill for Pipe Zone Bedding #4(4.75mm) 37 25-45 #10(2mm) 25 Sieve Sim PrroantP #40(.425mm) 9 3-18 SSA" 99-100 %Passing No.200 1" 75-100 #100(.15mm) 3 Dust Ratio: %PassingNo.40 %" 50-100/ #200(75pm) 2.0 0-7.5 No.4 20.801 No.40 3-24 J / No.200 10.0 max./ 9-03.9(3) Crushed Surfacin Sand Equivalent 35 min. 1 Top Course and Keystone Sieve Size Passing 1'4" 99-100 1" 80-100 9-03.19 Bank Run Gravel for %" 99-100 Trench Backfill %" 50-80 Sir& 'h" J 80-100 2" 75-100 No.4 25-45 46-66 No.4 22.500 No.40 3-18 �/ 8-24 No.200 0-10l No.200 7.5 max. V 10.0 max. Dust Ratio: Si max. J %Fracture 75 min.y 75 min. Sand Equivalent 30 min. Sand Equivalent 40 min. / 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 Pianta Limited Partnership Aggregate Source: PS-A-464� Lessee: Icon Materials, Inc. Known as: Auburn Pit Located in: SW1/4 SW1/4 SEC 28 &29 Section 28,29,T21N RSE County: King Remarks: Mineral Agg.and Surfadng: Test Date: 10/17/2018 Expiration Date: 10/17/2023 Absorption:1.26 Apparent Sp.G.:2.744 Bulk Sp.G.(SSD):2.686 Bulk Sp.G.:2.652 Deg:57 LA 14 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 10/24/2018 Expiration Date: 10/24/2023 ASR-14 Day: ASR-One Year:0.037 CCA Absorption:1.24 CCA Sp.G:2.68 Deg:72 FCA Absorption:2.18 FCAOrganics:3 FCASp 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 Spans,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: I of 2 1/31/2022,9:43 AM , Aggregate Source Approval Report. https://www.wsdot.wa.gov!biz/mats/ASA/ASAReport.cfm?prefix=A&pi... NOT Approved for: Quarry Spats Riprap Rock for Erosion and Scour Protection 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: Stream bed Aggregate Gravel Borrow for Structural Earth Wals: Test Date: 10/24/2018 Expiration Date: 10/24/2023 Bulk Sp.G.(SSD):2.68 Deg:72 LA 11 Remarks: For geosynthetic reinforcement,the gravel borrow shall be tested for pH prior to placement. For metallic reinforcement,the gravel borrow shall be tested for pH,resistivity,chlorides,and sulfates prior to placement.If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing may be required.Contact the Regional Materials Engineer or the State Geotechnkal 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 eiraillr. Washington State VIA. Department of Wansportatfon Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 01/06/2022 Section 1 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 Hdgtr./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 SPEEDCRETE/REDIINE EUCLID CHEMICAL Std. Plan- 10 t 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 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. PAcceptance 2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved 0Yes 11No 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. .pproval Withheld: See Remarks 11. Miscellaneous Acceptance Criteria. Remarks (PE): COR-TEN Steel Tie Rods per COR Std. Plan-310.1 Remarks Mortar for pipe joints and grade rings and casting for CB (HQ): Type 1 shall meet requirements of AASHTO M 85, Type I or Type II,per Std. Plan-200.00&WSDOT 9-04.3 Mortar for Manhole Risers shall meet requirements of ASTM C270 Type S, per COR Std Plan -106 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabrication Inspection 0 Region Materials 0 State Materials Lab-MS 47365 000,,0 A301 All Thread Rod,Galvanized ,BID ITEM 817 FOR HYDRANT RUNS The AS TM A307 specification carers carbon steel bolts and studs ranging from 1f4'through 4'diameter A307 is an economical low carbon matenat often manufactured using A36 round bar,Dimensional specifications are governed by ASME 818.31.3.A307 all thread rod is available in hot dip galvanized finish,which provides a corrosion resistant zinc coating.The all thread rod listed on this page is domestic,melted and manufactured m the USA. R .. PRODUCTS GOVERNING STATIOAA' 'S MECHANICAL PROPERTIES CHEMICAL PROPERTIES GOVERNING STANO: GRAPE A307A SUBMITTAL REVEW No Eoc pore taken Maki Corrw:ars Nobd ._._. Amend a Reduto, of ASTM A4e7 Cdvers die mechanical and matenai requRnents tbr'.ncn series raslenera m dlarreters nog. X Re Ceded Remarks-Son Remks Inrougn a'mane of canon steel na0a]g a lnaldnum lenSfie Nrengin of 60 000 01i IMPORTANT NOTICE rhs.anew d)ec not relieve Iry Codradt lam retaponeiddry to comp),a palm. ASSN 8111.31.3 Carets me genera a id dimensional data roe rich series threaded rods . Cql- *tin de Plans.Spedeeasons.and tki.leas 3l.l le Ca,aad Ouarannentx doll Ski.Plan `160 AS/Milli UMC a Openers the tnreae lOrm.series Oast,aao salon.iperance sad desfanddn for doffed screw s.. (led CE C7<�e.Ivy U,F Class L meads. :tv,ureex ar.+: Hy On [late 11 ti2 OIAIItefer t Thud Pitcht 7> A307 All Thread Rod,Galvanized 01 The Euclid Chemical Company SPEED CRETE RED LINE FD RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL m DESCRIPTION SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE O RED LINE is a proprietary formulation of blended portland cements,finely processed selected aggregates, and specific chemical additives that undergo a chemical"hyper hydration"and produces a stable, low permeability, cementitious matrix. SPEED CRETE RED LINE can be"shaved"for detailed repairs. n 0 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 The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. Compressive Strength, psi (MPa)ASTM C109 Freeze Thaw Durability Factor ASTM C666 24 Hour 2,550(17.6) 300 Cycles 96.75% 7 Day 4,000(27.6) Shrinkage 50%RH ASTM C157(3'x3"x11"specimens 28 Day 5,700(39.3) r Set Time, ASTM C266 were removed from molds @ 24 hours) Initial 8 20 Min 28 Day -0.069% m Final 15-30 Min Expansion 100% RH ASTM C157(3"x3"x11"specimens Split Tensile Strength,psi (MPa) ASTM C496 were removed from molds @ 24 hours) 7 Day 240(1.7) 28 Day 0.142% 28 Day 290(2.0) Flexural Strength, psi (MPa) ASTM C348 Scaling Resistance ASTM C672 7 Day 700(4.8) 50 Cycles 0%loss 28 Day 918(6.3) Volumetric Resistivity 5,250 ohm-cm Appearance: Available in 6 shades of gray o -4 PACKAGING ' r" oa SPEED CRETE RED LINE is packaged in 50 lb(22.7 kg) poly-lined bags, and 50 lb (22.7 kg) pails o a 3 SHELF LIFE 18 months in original, unopened packaging COVERAGE One 50 lb (22.7 kg) bag yields approximately 0.47 ft3(0.013 m3)when mixed with 5.5 qt(5.2 L) water 19215 Redwood Road • Cleveland, OH 44110 www.euclidchemical.com 800-321-7628 t • 216-531-9596 f DIRECTIONS FOR USE Surface Preparation:Concrete surfaces must be structurally sound,free of loose or deteriorated concrete and free of dust,dirt,paint,efflorescence,oil and all other contaminants. Mechanically abrade the surface to achieve a surface profile equal to CSP 6-8 in accordance with ICRI Guideline 310.2. Properly clean profiled area. Priming& Bonding (Saw Cut&Chipped Out Repairs): Thoroughly clean any exposed reinforcing steel,and apply DURALPREP A.C.to the concrete and the reinforcing steel within the repair area.Refer to the DURALPREP A.C. technical data sheet for full instructions. Alternatively, application of a scrub coat of SPEED CRETE RED LINE to the saturated surface dry(SSD) concrete surface may be used for bonding.The repair material must be placed on the scrub coat before the scrub coat dries out. Mixing: SPEED CRETE RED LINE will require approximately 5 to 5.5 qt(4.7 to 5.2 L) of potable water per 50 lb (22.7 kg) bag to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing container, then add the SPEED CRETE RED LINE, and thoroughly mix for no more than 60 seconds to a stiff, no slump, putty-like consistency. Mix small quantities of SPEED CRETE RED LINE in a clean pail with a hand trowel. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lbs. (45.4 kg). To fill patches 2" (5.1 cm) deep or greater, add clean, pre-dampened,3/8" (0.96 cm) size pea gravel. DO NOT USE LIMESTONE AGGREGATE.The mix ratio must not exceed 40 lbs. (18 kg) of pea gravel to each 50 lb (22.7 kg) bag or pail of SPEED CRETE RED LINE. Mixing procedure:Start mixer,load water,load pea gravel,and then load the SPEED CRETE RED LINE. MIX FOR NO MORE THAN 60 SECONDS. Application: For vertical repairs, place SPEED CRETE RED LINE in 1/8"-2" (3.2mm-50.0 mm) lifts.To ensure a complete bond with the entire surface,force the SPEED CRETE RED LINE firmly into the SSD area by hand or with a trowel. Slightly overfill the repair,and following initial set, shave the material to conform to the contour of the surrounding surface. Always shave SPEED CRETE RED LINE toward the common bonding edge between the repair mortar and the existing surface. Cure material using standard curing practices. Cold Weather Installation: Application at temperatures below 40°F (4°C) extends the set time. Heating the repair area until warm, using warm water for mixing, and tenting/insulating the repair area after application will increase strength development. Do not use direct heat on the repair after it is installed. CLEAN-UP Clean application tools and mixing equipment with water immediately following use. PRECAUTIONS/LIMITATIONS • Keep in covered storage away from all moisture. • Mix no more than 60 seconds. • Use only potable water with SPEED CRETE RED LINE. • Mix to a stiff, putty-like, no slump consistency. Do not add more water than recommended. • Do not apply SPEED CRETE RED LINE as a horizontal topping or as a tile setting mortar. • When necessary, follow the recommendations in ACI 305R "Guide t ��rw�� 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. Gay&Osborne,Lice CONSULTING ENGINEERS Rev.03.19 By. DRS Date.1/11/2022 WARRANTY:The Euclid Chemical Company("Euclid 1 solely and expressly warrants that:ts products shall be free from defects n'rater:als aria worknar ship'or une it;year'rorr the date if purchase.Unless authonzed in writing by ar officer of Euclid-no other representations or statements made by Euclid or its representatives.in writing or orally.shall ester this warranty.EUCUC MAKES NO WARRANTIES IMPLIED OR OTHERWISE. AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES Or ITS PRODUCTS AND EXCLUDES THE SAME.If any Euclid product tails to conform with this warranty.Euclid will replace the product at no cost to Buyer.Replacement of any product sshali be the sole and exclusive remecy available and buyer shall have no clam for incidental or consequential damages.Any warranty claim must be made within one ii i year from the date of the calmed breach.Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation Information or instructions in its product literature or on its packaging Ir3wls.Any installation of Euclid products which'ails tc conform with such installation 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 suitability of Euclid's products for the Buyer s intended purposes ULINE 700 Uline Way Allentown, PA 18106 PHONE (800)295-5510 • WEB uline.com • FAX(800)295-5571 January 4, 2022 Ferguson Waterworks 2042 112th St S Tacoma, WA 98444 Hello Mark, This is the Specification Sheet for S-12856- Plank Foam without Adhesive - Non- Perfed, White, 48 x 96 x 2". • Flexible low-density polyethylene foam is highly resilient, shatter proof and tear resistant. • Water, fungi and mold-resistant closed cell foam. • FDA compliant for indirect food contact. • Non-perfed sheets, no adhesive. • Temp Range --78° a +101°C (-110° to +215°F) Please contact our Customer Service Department at 1-800-295-5510 if you have any additional questions. Sincerely, Andrea N. Customer Service SUBMITTAL REVIEW Pennsylvania X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve the Contractor from responsibility to comply &conform with the Plans, Specifications, and Contract Documents. Gray Sr Osborne,Ire. CONSULTING ENGINEERS By: DRS Date: 1/20/22 CHICAGO ATLANTA • DALLAS • LOS ANGELES •MINNEAPOLIS • NYC/PHILA • RENO SEATTLE MEXICO • CANADA WiaWashington State Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 01/11/2022 Section 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 1066A 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 A27.A72 al Sand Equiv.CSBS Squak Mountain 9-03.14(1) Gravel Borrow a-03.21(1)C 10 A32 Gravel Backfill Squak Mountain - Issaquah, WA 9-03.12(2) 10 for walls 9-03.21(1)C Bank Run 9-03.19 B4.02 Gravel for Squak Mountain -Issaquah, WA 1, 2 Trench Backfill 9-03.21(1)C A43.03.02 Pipe Zone 9-03.12(3) to Bedding Squak Mountain -Issaquah,WA 9-03.21(1)C 1, 2 A48.03.02, B6.04 to B8.04, B9.05 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. (HO): 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 Distnbution Revised 03/2021 ❑X 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 Passing Sieve Size Percent Passing 1,4" 99-100/ , 2'G" 99-100 ✓ -- 2" 65-100 1" 75-100 VI 1" 50-85 X, %" 50-100 I No.4 26-44 No.4 20-80 J No.40 16 max. / No.40 3-24 No.200 9.0 max. / No.200 10.0 max.if Dust Ratio: N max. J Sand Equivalent 35 min.I Sand Equivalent 35 min. U.S.Standard Sieve Opening in Inches U.S.Standard Sieve Numbers Hydrometer Results 100% 20 a,4.......L3 ri+t+k 'i / % as 10 16 20 30 40 50 too Sao 0% 90% 10% . 80% 4 1` •. 20% z 70% ♦ 30% 60% k1 40% 3 30% " •�� " 70% cc 20% - ��� ♦� 80% `'.o . 0% �'1�L.��..r► 100% 1000 100 10 1 0.1 0.01 0.001 Grain Size in Millimeters Cobbles Gravels Sands Silts (lays Coarse I Fine Coarse I Medium I Fine Date :01/06/22 Di.- 0.19 ISCS Classification 'Y,Gravel %Sand Sample#:20-198 Dui= 3.25 GP-GM,Poorly graded Gra 61.8% 31.3% Sample ID:Squak Mtn CSBC D60= 11.87 Specifications Source:Stock Pile Ce=4.57 WSDOT 9-03.9(3)Base Course Project Cu..61.02 Sample Meets Specs %Silt&Clay Location:Squak Mm Liquid Limit= n/a Yes 6.9% Boring#: Plastic Limit=n/a Fineness Modulus SE 56 Depth: Plasticity Index=n/a 5.46 Coarse Actual !Interpolated Fines Actual Interpolated Section Ctunulative Cumulative Section Cumulative Cumulative Sieve $ize Percent Percent Specs Specs Sieve Size Percent Percent Specs Specs US Metric Passing Passing Max Min US Metric Passing Passing , Max Min 6.00" 150.00 I 100.0% #4 4.750 38.2% 38.2% 45.0% 25.0% 4.00" 100.00 100.0% #8 2.360 25.2% 3.00" 75.00 100.0% #10 2.000 23.2% 23.2% 2.50" 63.00 100.0% € #16 1.180 19.5% 2.00" 50.00 100.0% #20 0.850 17.9% 1.75" 45.00 100.0% € #30 0.600 16.8% 1.50" 37.50 100.0% #40 0.425 16.0% 16.0% 18.0% 3.0% 1.25" 31.50 100.0% 100.0% 100.0% #50 0.300 12.7% 1.00" 25.00 94.3% 94.3% 100.0% 80.0% #60 0.250 11.4% 7/8" 22.40 88.0% #80 0.180 9.6% ' 3/4" 19.00 79.9% #100 0.150 8.8% 5/8" 16.00 72.7% 72.7% 80.0% 50.0% #140 0.106 7.7% 1/2" 12.50 61.9% #170 0.090 7.3% 3/8" 9.50 52.7% #200 0.075 6.9% 6.9% 7.5% 0.0% 1/4" 6.30 42.9% #270 0.053 #4 4.75 38.2% 38.2% • 45.0% 25.0% C,rynght,Spru.Fnginerring&Trchn,,al 4n,,,,PS, 1996-2005 �r 9-03.14(1) Gravel Borrow 9-03.12(2) Gravel Backfill for Walls 9-03.19 Bank Run Gravel Sieve Size Percent Passipg Sieve Size Percent Passing for Trench Backfill 4" 99-100 1 99_100 J Sieve Size Percent Passi/tt� "_ 2" 75-100 No.4 2 2" 75-100 1r No.4 50-80 KNo.200 5.0 max. X No.4 22-100 tr No.40 30 max. No.200 0-10 d %Passing No,200 max No.200 7.0 max. Dust Ratio: %Passing No.40 Dust Ratio: %max. Sand Equivalent 50 min. Sand Equivalent 60 min. X Sand Equivalent 30 min. r Washington State �1 Department of Transportation Request for Approval of Material Contract Number , FA Number N/A SR Date Duvall Ave NE CAG 20-065 12/16/2021 - Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM.# 059&061 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL HdgtrJQPL HQ Use No. .Product/Type Manufacturer or Pit Number Reference Code Code A35, CSTC. Black River Quarry 4-04 10_ A44-52, -.. _ • B6-B9. . • • . Project Engineer/Representative .-- ��-, Date State Materials Engineer/Representative Date -_Z-tom•{ 12116/2021 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. cil) : 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 a Contractor 0 Region Operations Engineer ❑Fabrication Inspection 0 Region Materials 0 State Materials Lab-MS 47365 0 WSDOT MATERIALS LAB 12/16/2021 Aggregate Source Approval Report Owner: Kangley Rock&Recycling,Black River Aggregate SourceA-51&D Lessee: Known as: Kangley Rock.&Recycling, Black River Located in: T23N, RANGE4E, S.ECTZON14 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: Ezpiratiori Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp:G.: Deg: LA: Remarks: • • �1 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: GOAAbsorption: CGA 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 Gate: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: . LA Remarks: NOT Approved for. Quarry Spalls Riprap - Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) • Streambed-Aggregates: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: - - NOT Approved for: Slreambed 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 St Earth Walls • ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 • Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03.12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) • Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywalls 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B PROJECT: Internal Testing DATE: 12/9/2021 -LOGAT-ION:Black River-Quarry SAMPLE SOURCE:A-516 SAMPLE DESCRIPTION: RCA 5/8" Crushed Surfacing Top Course (Type 1G) AGGREGATE SIZE: 5/8" TESTER: Sean SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE RETAINED RETAINED PASSING cos 9-03.9 3/4" 0.0 0 100 100 1/2" 0.3 3 98 80 - 100 3/8" 1.1 11 89 #4 3.5 35 65 46 - 66 #40 8.5 85 15 8 - 24 #200 9.9 99 2 0 - 10 PAN 10,0 100 0 WET SAMPLE: 10.4 TOTAL MOISTURE: 3.8% DRY SAMPLE: 10.0 S.E.: 62% FM: 1.20 FRACTURE % 95% DUST RATIO: 10% 'The minimum percent passing the No.60 and No.100 sieves may be reduced to 6 and 0,respectively,if tho aggregate is to be used in air-entrained concrete containing more than 400 lb of cement per cubic yard or in nonair-entrained concrete containing more than 500 lb of cement per cubic yard(C 33 6.2) - -. i � Washington State • `�i Department of Transportation Request for-Approval of Material Contract.Number FA Number. N/A SR Duvall Ave NE Date - ' CAG 20-065 Section I Tiile 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 PEJQFL HdgtrJQPL HQ Use No: Product/Type Manufacturer or Pit-Number Reference Code Code A35 CSTC Kangley Rock & Recycling 4-04 1, 2, . A44-52, 1175, B6-B9 ASA • • • Project Engineer/Representative Date State Materials Engineer/Representative Date • • 12/20/2021 . Acceptance Action Codes for use by Project Engineer and State Materials Laboratory • (1 Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report forsamples of materials to be incorporated into . u project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks. - . Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved 11 Yes 0 No T. 4. Acceptance Criteria: Submit Shop Drawings for'Approver prior to fabrication of material. 5. _Acceptance Criteria: Only'Approved for Shipment'.'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10, Approval Withheld: , 11. Miscellaneous Acceptance Criteria. Remarks (PE); Prior to use, provide toxicity testing and certification of toxicity characteristics in accordance with Section 9-03.21(1). Remarks 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 ..f Contractor 0 Region Operations Engineer ❑Fabrication Inspection ❑Region Materials El State Materials Lab.MS 47365 PROJECT: Internal Testing . DATE: 1219/2021 LOCATION: Black River Quarry SAMPLE SOURCE:.A-516 SAMPLE DESCRIPTION:RCA 5/8" Crushed Surfacing Top Course (Type 1G) AGGREGATE SIZE: 5/8" TESTER: Sean SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE' RETAINED RETAINED PASSINq cos 9-03.9 3/47 0,0 0 1.00 100 1/2" • 0.3 3 • 98 - 80 - 100 3/8" 1.1 11 89 #4 3:5 35 65 4 46 - 66 #40 8.5 85 15 8- 24 #200 • 9.9 99 2 4. - 0 - 10 PAN 10.0 100 0 WET SAMPLE: 10.4..._._._. TOTAL MOISTURE: 3.8% - DRY SAMPLE: 10.0 • S.E.: 62%4 . . FM: • 1.20 FRACTURE % 95% J DUST RATIO: 10% "The minimum percent passing the No.50 and No.100 sieves may be reduced to 5 and 0,respectively,if the aggregate is to be used in air-entrained concrete containing more than 400 lb 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 S-A-511 Lessee: Known as: Kangley Rock&Recycling,Black River Located in: T23N,RANGE4E,SECTION/4 Section 14 T23N R4E County: King • Remarks: • Tier 1 & 2 Recycled Concrete Aggregates (RCA). Acceptance is based on Toxicity Test Report & Certification of Toxicity Characteristics per 9-03,21(1). & Field Testing for Grading, Sand Equivalency and/or Dust Ratio per 3-04 &9-03.See QPL for further. info. Mineral Agg.and Surfacing: Test Date: Expiration-Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: • Remarks: • • • NOT approved as an aggregate source for: • ATB . Ballast BST Crushed Cover Stone • BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast • Aggregates for Concrete: 'Test Date: Expiration Date: ASR-14 Day: ASR-One Year: : CCA Absorption: CCA Sp.G: Deg: FCA Absorption: FCA Organics: 'FCA Sp.G: LA: • Remarks: NOT approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Riprap,Quarry Spalls,Rock for Rock Wall,Erosion and Scour Protection: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: '' LA: Remarks: NOT Approved for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: Expiration Date: Absorption: Apparent Sp.G.: Bulk Sp:G.(SSD): Bulk Sp.G.: Deg: LA: Remarks: • NOT Approved for: Streambed Aggregate Streambed Aggregate Gravel Barra*for Structural Earth Walls: Test Date: Expiration Date: • Bulk 5p.G.(SSD): Deg: LA: • NOT Approved for: Gravel Borrow for.Str Earth Walls • ALL-OTFIER-PIT-RUN MATheRIALS:- 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 ,WSDOT-Materials Laboratory https://www.wsdot.wa.gov/bez/mats/ L/tl?Lrromnto.ctmrrroauct n... � Washington State W Department of Tronepertatioe 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 l of 1 12/20/2021,8:53 AM C T • Washington State ♦A/ Department of Transportation Request for Ap royal.of Material Contract Number FA Number N/A SR Duvall Ave NE • Date - CAG 20-065 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# 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,A/JAS2, Tier2 9-03.21(1)C 10 A35,A CSTCSquak Mountain A43:03.02 BankRun Gravel for Trench Backfill 9-03.19 -A52.03.02 Tier 1 Squak Mountain-Issaquah 9=03.21(1)C 1,2 • B6-B9 Tier 1 Gravel Backfill for Pipe Zone Bedding. 9-03.12(3) 1,2 - • Squak Mountain-Issaquah 9-03.21(1)C • • • • • • • Project Engineer/Representative ' Date . State Materials Engineer/Representative Date 1/3/2022 . Acceptance Action Codes for use by Project Engineer and State Materials Laboratory • O Acceptance 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 Approvai'prior to fabrication of material: . 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance.Criteria: Submit Certificate of Materials Origin to Project Engineer Office. . 7. Acceptance Criteria: Request-Transmitted to State Materials Laboratory for Approval Action. • 8. Source Approved: . • 9. Approval Withheld: Submit samples for preliminary evaluation. • ()Approval Withheld: Reclamation facility must be on the QPL as a Tier 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 Protect Engineer Distribution Revised 03/2021 JJ Contractor El Region Operations Engineer ❑Fabrication Inspection p Region Materials 0 State Materials Lab-MS'47365 WSDOT-Materials Laboratory Qualified Products List(QPL) https://wsdot.wa.gov/biz/mats/QPL/QPLProduct§Grid:cffh i �� Washington State V' Department of hanaportatlon Qualified Products List Standard Specification: 9-03.21(1)C Product Name 1_ Spec Title ___I Manufacturer _____ —_ _J Tier 1 and Tier 2 - Recycled I Recycled Concrete 'Central Pre-Mix (An Oldcastle Infrastructure Concrete Aggregate (RS-C-343) ,Aggregate Company), Spokane Valley-WA , Tier 1 and Tier 3 - Recycled Recycled Concrete Tucci and Sons, Lakewood-WA Concrete Aggregate (RS-B-352) _1 Aggregate J Tier 1 and Tier 2 - Recycled Recycled Concrete I Kangley Rock & Recycling, Black River, Concrete Aggregate (RS-A-516) ;Aggregate 1 Renton-WA Tier 1 - Recycled Concrete I Recycled Concrete j Aggregate (RS-F-211) Aggregate Cowden Gravel & Ready Mix, Bellingham-WA' Tier 1 - Recycled Concrete Recycled Concrete ! j American Rock Products, Richland-WA 1 Aggregate (RS-R-189) Aggregate I — — ____-� Tier 1 - Recycled Concrete ! Recycled Concrete iAmerican Rock Products, Pasco-WA Aggregate_(RS-FN-121) _ ___ _ _ i Aggregate I. Tier 1 - Recycled Concrete I Recycled Concrete American Rock Products, Walla Walla-WA 1 Aggregate (RS-O-146) I Aggregate — _ Tier 1 and Tier 3 - Recycled Recycled Concrete ! Pro-Recycle, LLC, Spokane Valley-WA I Concrete Aggregate (RS-C-345) ;Aggregate _ Tier 1 - Recycled Concrete I Recycled Concrete ' Aggregate (RS-B-351) Aggregate Holroyd Green Products Plant, Tacoma-WA Tier 1 - Recycled Concrete Recycled Concrete , Aggregate (RS=A-519) Aggregate ! Renton Concrete Recyclers, Renton-WA , Tier 1 - Recycled Concrete Recycled Concrete IBlake Sand &Gravel, Sequim-WA I Aggregate (RS-Q-241) Aggregate JL _ I Tier 1 - Recycled Concrete I Recycled Concrete Dickson Company, Tacoma-WA Aggregate (RS-B-350)) i Aggregate- -- i .. - Tier 1 - Recycled Concrete I Recycled Concrete ; Aggregate (RS-D-359) Aggregate I Lenz Enterprises, Inc., Stanwood-WA , 'Tier 1 - Recycled Concrete 1 Recycled Concrete ICorliss Resources, Inc., Puyallup-WA Aggregate (RS-B-349) ;Aggregate Tier 1 - Recycled Concrete Recycled Concrete Corliss Resources, Inc., Enumclaw-WA .1Aggregate (RS-A-518) _ _ ____Aggregate Tier 1 - Recycled Concrete , Recycled Concrete ' i Aggregate (RS-C-344) ;Aggregate 'Action Materials, Inc., Spokane-WA Tier 1 and Tier 3 - Recycled I Recycled Concrete ' Fruhling Sand &Topsoil, Bothell-WA I Concrete Aggregate (RS-D-360) Aggregate Tier 1 - Recycled Concrete ! Recycled Concrete Aggregate (RS-OR-90) !Aggregate I.V. Riley, Bingden-WA 1 Tier 1 and Tier 2 - Recycled j Recycled Concrete Stampede Sand &Gravel LLC, Easton-WA I Concrete Aggregate (RS-S-312)_ j Aggregate __ _ Tier 1 and Tier 3 - Recycled j Recycled Concrete Miles Resources - Lakeview, Lakewood-WA Concrete Aggregate (RS-B-353) ;Aggregate _—`__— Tier 1 and Tier 3 - Recycled ! Recycled Concrete Reece Construction Company, Arlington-WA Concrete Aggregate (RS-D-361) I Aggregate j — 1 of 2 12/29/2021,8:45 AIV ,WSDOT--Materials Laboratory Qualified Products List(QPL) https://wsdotwa.gov/biz/mats/QPL/QPLProductsGrid.cfm Tier 1 and Tier 3 - Recycled Recycled Concrete 'Girard Resources &Recycling LLC, Concrete Aggregate (RS-A-517) 'Aggregate Covington-WA Tier 1 and Tier 3 - Recycled Recycled Concrete Girard Resources &Recycling LLC, Concrete Aggregate (RS-D-358) Aggregate Snohomish-WA 'Tier 1 and Tier 2 - Recycled Recycled Concrete Interstate Concrete &Asphalt, Elk-WA Concrete Aggregate (RS-C-346) Aggregate 1 Tier 1 - Recycled Concrete I Recycled Concrete Black Lake Resources, Littlerock-WA Aggregate (RS-3-217) ',Aggregate Tier 1 - Recycled Concrete i Recycled Concrete Black Lake Resources, Grand Mound WA Aggregate (RS-3-216) !Aggregate 'Tier 1 - Recycled Concrete ; Recycled Concrete Kitsap Reclamation & Materials, Bremerton- Aggregate (RS-I-118) (Aggregate WA Copyright WSDOT 0 2016 2 of 2 12/29/2021,8:45 AM ALLIANCE Alliance Testing Services elliA) PO Box 2377 TESTING Renton,WA 98056 425-757-0762 SERVICES Plant 1-Alliance Testing Services Product 68-Squak Mountain CSTC Name/Title Mike Costello/Manager Period: 01/01/2019-04/09/2019 Report Date 04/09/2019 Procedure Sieve/Test Result Unit 9-03.9.3 Crushed Surfacing TC AASHTO T11/27 3/4"(19mm) 100.0 % 100-100 1/2"(12.5mm) 89.4 % 80-100 #4(4.75mm) 49.7 °k 46-66 #40(0.425mm) 13.3 % 8-24 #200(75um) 7.60 % 0-10 AASHTO T 176 SE 53 >40 AASHTO T335 Fractured Faces(>1) 86 >75 9-03.12(3)Gravel Backfill for Pipe Zone Bedding 9-03.19 Bank Run Gravel for Trench Backfill Sieve Size I Percent Passing 1 99-1 Sieve Size Percent• __ 1" 75-100 %1 50-100 J No.4 22-100 No-4 20 80 i No.200 0-10 No.40 3-24 i Dust Ratio: %max.✓ No.200 10.0 max J i Sand Equivalent I 30 min. Sand Equivalent 1 35 min_ I StonemontQC Washington State �, Department of Transportatior Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 8/31/21 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form Is not compete at time of submittal it may For WSDOT Use Only be returned for Information that was omitted. RAM# 024 _ 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 A48 Iron Pipe American - USA 7-04 3102 , 2 �/`oJect In tote----- D tec3 i State Materials Engineer/Representative Date A ptance Action des for use by Project Engineer and State Materials Laboratory 1. Accep nce ceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into prole . 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 IA 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. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 0 Contractor DRegion Operations Engineer ❑Fabrication Inspection DRegion Materiels ❑State Materials Lab•MS 47365 BID ITEMS A48. 1306. 1307. D17. B18 12" DI Storm Pipe P.O.Box 2727 Birmingham,AL 35202-2727 Telephone: 1-80o-442-2347 Fax: 1-800-442-2348 E-mail:adipcs@american-usa.com american-usa.com 1 _ 4 W W W.AMERICAN-USA.COM DUCTILE IRON PIPE AMERICAN Ductile Iron Pipe Product Submittal Package THE RIGHT WAY Cover_Page Information Generated By: Mark Horvill Email: mark.horvilli@ferguson.com Telephone: 2532810391 Project Name: Duvall Avenue NE Project Location: Renton,WA This is to certify materials furnished on this project by AMERICAN will comply with the ANSI/AWWA Standards listed below. Some components and other materials,including but not limited to various fittings,flanges,gaskets,fasteners,and bolts/nuts may be globally sourced and not of domestic manufacture. ANSI/AWWA Standards are the latest revisions as of this date. Pipe class and wall thickness maybe higher than the specified project requirements in accordance with standard industry practice. Products Submitted in this Package Include: 1.Certificate of Compliance (pg.i) 2.Fastite Joint Pipe (pg.2) ANSI/AWWAC15o/A21.5 3.Special Thickness Class (pg.u) ANSI/AWWAC15o/A21.5 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Contract Documents. 466.1,4 G^I T ay&Os7 re, T CONSULTING ENGINEERS B TLS y: Date: 9/8/21 Printed 8/27/2021 1:17:17 PM r ' American Cast Iron Pipe Company Quality Assurance PO Box 2727 AMEkICAri Birmingham,Al 35202-2727 THE RIGHT WAY (205)325-7976 Certificate of Compliance To whom it may concern, This is to certify the pipe produced at this facility are manufactured (cast, lined, coated), tested, inspected and approved in accordance with all applicable ANSI/AWWA standards prior to shipment. Ronald Hayes, P.E. Manager of Quality Assurance Duvall Avenue NE Submittal Package Page i AINERICAr DUCTILE IRON PIPE AMERICAN Fastite® Joint Pipe For Water, Sewage or Other Liquids 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-stren th quali- in the gasket.On pipe cut in the field,the plain ties inherent in pipe produced ce rifugally 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 jo$ pipe are described in Section 3. meeting the requirements of AWWA C111'JJaaf- A stripe is painted on the plain end of fords the customer lower joint cost and time- AMERICAN Fastite Joint Pipe to provide a vi- saving advantages in installation. It provides sual means of checking the joint alignment and exceptional strength and flexibility and has to assure proper insertion. See page 2-10 for been widely accepted by engineers,contractors detailed assembly instructions. and utility officials since the 1950s. For added flexibility during construction,and for possible Fastite Gasket elimination of bends, a liberal 5° allowable The Fastite Joint sealing component—a deflection is standard in all sizes through 30", molded synthetic rubber ring gasket of two offering 21"offset in a 20'length of pipe.Lib- hardnesses, shaped to fit the configuration eral deflection can also be provided in larger of the gasket socket—is manufactured per all diameter pipe with standard and Special Fastite requirements of ANSI/AWWA C111/A21.11 Deflection Bells. and under AMERICAN's own rigid specifica- The patented AMERICAN Fastite Joint tions, assuring closely controlled dimensional embodies many advanced design features and and hardness properties.The smaller end of the is rated for a water working pressure of 350 psi. gasket is of harder rubber, approximately 85 For specific conditions,ductile iron piping with durometer hardness, which provides a strong this joint has been approved for much higher shoulder for self-centering on the gasket but- pressure conditions.The socket,which is scien- tress,a permanent seal against cold flow, and tifically designed with two gasket recesses and protection from deterioration. The larger end a dividing buttress, is manufactured to close of the gasket is of softer rubber,approximately tolerances so that the gasket is self-centered, 65 durometer hardness, providing ease of as- securely confined,and firmly compressed for a sembly and positive sealing.The design assures permanent,tight,trouble-free joint.The Fastite effective sealing at low or high pressures and joint seal, bubble-tight under vacuum and ex- in straight or deflected joint alignment. It also ternal pressure,becomes even tighter with the eliminates any concerns of infiltration or root application of internal pressure due to a spe- intrusion, and assures positive sealing against cially designed wedging surface in the socket. negative pressure, thus preventing gasket "pullout" should a vacuum be created in the Fastite Joint Assembly line. The bell opening is slightly tapered to pro- A taper on the inside of the gasket vide easy entry of the pipe end;the flared sock- allows the entering pipe to locate and center on et design permits liberal joint deflection. The the hard section and along with a coated and 2-6 Duvall Avenue NE Submittal Package Page 2 DUCTILE IRON PIPE A lubricated spigot reduces friction loads during for use in hot or cold weather and will adhere to subsequent assembly. The snug fit and the wet or dry pipe. AMERICAN Fastite Joint Pipe hard section of the gasket,in conjunction with can be assembled when submerged,though for the design of the buttress, act to restrain the such installation, special AMERICAN underwa- gasket against dislodgment during assembly. ter joint lubricant is recommended. See Table Additional internal pressure results in increased No.2-5 for appropriate lubricant quantities. tightness of the seal when pipe is either in straight alignment or deflected. Fastite Joint Materials Gaskets made of SBR(Styrene Butadiene Standard joint materials include Fastite Rubber)are standard.For information on gas- plain rubber gaskets and a sufficient supply of kets made of special types of rubber, for ap- Fastite joint lubricant. Fastite pipes are most plications involving air or liquid temperatures in often readily joined with available excavating excess of 150°F, or for chemical, hydrocarbon equipment however, assembly tools can be or other special service applications, and for supplied by AMERICAN on a loan basis with a installations in contaminated soils where per- nominal deposit which is refundable upon re- meation through gaskets might be a concern, turn of tools in good condition. consult AMERICAN for recommendations. See Table 2-1. Coating and Lining AMERICAN Fastite Joint Pipe can be fur- Fastite Lubricant nished asphaltic coated,cement lined, or with AMERICAN Fastite Joint Lubricant is a special coating or lining where required. See non-toxic water soluble material imparting nei- Section 11. ther taste nor odor to the conveyed water and is ANSI/NSF 61 approved.The lubricant is suitable Fastite Gaskets Table No. 2-1 MaximumCommon Name Service or Trade Name* Chemical Name Temperature`• Common Uses Water&Sewer Air Plain Rubber Styrene Butadiene 150°F 150°F Fresh Water,Salt Water, Copolymer(SBR) Sanitary Sewage Plain Rubber Styrene Butadiene 150°F 150°F Electrical continuity for thawing (conductive) Copolymer(SBR) of Service Water and Sewage EPDM Ethylene Propylene 212°F 200°F Water,Sewage,Ketones, Diene Monomer Dilute Acids and Alkalies, Vegetable Oil,Alcohols,Air Neoprene Polychloroprene(CR) 200°F 180°F Fresh Water,Sewage Nitrile Acrylonitrile 150°F 150°F Non—Aromatic Hydrocarbons, Buna—N Butadiene(NBR) Petroleum Oil,Hydraulic Fluids, Fuel Oil.Fats,Oil,Greaset Fluoroelastomer FKM 212°F 300°F Aromatic Hydrocarbons,Gasoline, Fluorel Relined Petroleum Products,most triton®*" Chemicals and Solvents,High Term Air(Least permeable of all available Fastite gasket rubbers) *AMERICAN reserves the right to furnish any Trade or Brand rubber for the chemical formulation specified. **Temperature is in reference to conveyed fluid.Lubricating oil in air can adversely affect SBR and EPDM performance. SBR,Nitrile and Neoprene are not recommended for hot air exposure in wastewater treatment systems. ***Viton®is a registered trademark of DuPont Dow Elastomers. Refer to Section 11 for temperature and service capabilities of pipe linings. Refer higher temperatures or other special requirements to AMERICAN for recommendations regarding suitable gasket material. tThis gasket rubber is chemically resistant in the non-potable water uses shown but is not as resistant to permeation in potable water applications as FKM. All Fastite gaskets made from the materials in the above table are suitable for use with water containing normal concentrations of chloramine.Where increased resistance to chloramine is desired,neoprene or fluoroelastomer materials should be considered. 2-7 Duvall Avenue NE Submittal Package Page 3 MATTPICA09 DUCTILE IRON PIPE AMERICAN Fastite® Joint for Ductile Iron Pipe ,,- ANSI/AWWA C111/A21.11 V Standard Dimensions 41111111111011111111111 i D LAYING LENGTH F` A Table No.2-2 Dimensions in Inches Nominal Size Laying Length A D F' in. ft. Outside Diameter Depth of Socket Bell O.D. 4 20 4.80 3.31 6.40 0 20 0.90 3.38 -BAC 8 20 0.05 3.75 10.06 10 20 11.10 3.75 13.12 2 12 20 13.20 3.75 15.22 14 20 15.30 5.23 17.61 16 20 17.40 5.23 19.74 18 20 19.50 5.50 22.16 20 20 21.60 5.50 24.28 24 20 25.80 5.50 28.50 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 20 50.80 8.00 54.71 54 20 57.56 8.50 61.65 60 20 61.61 8.75 65.80 64 20 65.67 9.00 70,04 'Dimensions subject to change at our option.Check AMERICAN if exact dimensions required. See Section 3 for additional information on ductile iron pipe. See Sections 4 and 7 for information on Fastite fittings. 2-8 Duvall Avenue NE Submittal Package Page 4 DUCTILE IRON PIPE A AMERICAN Fastite® Joint Pipe Allowable Joint Deflection ' Y b _i Table No.2-3 Maximum Recommended Deflectiont Nominal Standard Bell Special Deflection Bell Size Laying in. Length X Y Radius X Y Radius ft. o nal r Deflection of ONominal Deflection of Length in. Angle ft. Length in. Angie ft. 4 20 21 5° 230 — — — 6 20 21 5° 230 — — — 8 20 21 5° 230 — — — 10 20 21 5° 230 — — — 12 20 21 5° 230 — — — 14 20 21 5° 230 — — — 16 20 21 5° 230 — — — 1 18 20 21 5° 230 — — — 20 20 21 5° 230 — — — 24 20 21 5° 230 — — — 30 20 21 5° 230 — — — 36 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° 285 60 20 12 3° 380 17 4° 285 64 20 12 3° 380 17 4° 285 'Approximate radius of curve produced by a succession of nominal lengths of pipe fully deflected. -Special Deflection Bels must be specifically ordered and will be marked with white bell face for easy identification. For easiest assembly,the joints should be assembled with the pipe in reasonably straight alignment.After joint assembly,the pipe may be deflected up to the maximum shown above.Offset distances are based on 20-ft lengths. Maximum Allowable Separation Table No.2-4 \ Size S Separation , > t \ in. in. _ \ D(1 4 % - 6 9/1e R \ 8 3/n \ 10 tVie \ 12 1% \ 14 15/ia 16 11/2 18 1% 1420 17/8 20' entt` 24 21/4 La". 30 2a/, . 36 2% — 42 21/4 Y 48 21/2 54 27/e R=Radius of Curve(ft.) 60 3'/e 64 33/8 Y=Deflection Angle(deg ) Nominal Laying Length Maximum Allowable Separation,"S",in Standard Bel pipe is Radius of Curve= 2 x Tan 2) equal to the median pipecflameter in inches 9�t�- times the sine of the deflection angle.This is provided for information only and should not be used to determine precise joint deflection. 2-9 Duvall Avenue NE Submittal Package Page 5 ^" rrrP^! DUCTILE IRON PIPE AMERICAN Fastite®Joint Pipe Assembly Instructions The AMERICAN Fastite Joint is a push- ment.Joints can then be safely deflected up on type joint meeting all the rigorous require- to the extent shown in Table No. 2-3. In de- ments of AWWA C111. The ANSI/AWWA flected joints,the stripe will typically be visible C600 Standard covers in detail the installation to some extent after assembly. of ductile iron water mains,including assem- Easier assembly is effected if the pipe is bly instructions for push-on joint pipe. suspended an inch or so off the bottom of the Field-cutting of AMERICAN Ductile Iron trench during the jointing operation. Pipe can be easily performed,thus eliminating The following instructions should be fol- the necessity for factory-made special lengths lowed in order to properly assemble the joints of Fastite pipe. The plain end of Fastite pipe and to fully realize the maximum speed and cut in the field requires little or no preparation ease of assembly of the Fastite Joint: for assembly into the socket of a mechanical 1.Clean socket and plain end thorough- joint fitting.Where a cut pipe is to be assem- ly,removing mud,gravel,or any other matter bled into a Fastite socket,the required bevel- that might cause the front of the gasket to ing or rounding of the plain end can be easily protrude Into the path of the entering spigot. accomplished by the use of a portable grind- 2. Insert gasket fully into the gasket re- ing wheel or other suitable apparatus.Meth- cess of the socket, large end of the gasket ods of 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 specifi- the plain end is fully inserted into the socket cally for underwater or very wet installations with the two lengths of pipe in straight align- can be supplied when requested. do ..,- .. , ,, , - , t N q Photo 1 Photo 2 `Gaskets not used immediately should be stored in a cool location,out of direct sunlight. 2-10 Duvall Avenue NE Submittal Package Page 6 DUCTILE IRON PIPE A Caution: If a spigot end contacts the gasket surface. For assurance of proper as- ground or trench side after lubrication, any sembly,a thin automotive,blade-type feeler adhering dirt or rocks should be cleaned off gauge can also be used If desired for quick and the area re-lubricated prior to assembly. and easy probe confirmation of correctly in- 4. Insert the plain end in the socket.For stalled axial gasket position around the joint. optimum assembly it is preferable that the 5. "Backwards" installation. AMERI- entering pipe be in reasonably straight align- CAN does not recommend "backward lay- ment; however, the Fastite Joint may be as- ing" (bells assembled over spigots, rather sembled if necessary with the pipe deflected than spigots inserted into bells as pictured in within its rated deflection.(Exception:If Fast- this literature) of large-diameter ductile iron Grip gaskets are being used, straight align- pipe in buried installations. AMERICAN can ment must 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 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). In pulling operations, simply wrap a Photo 3 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 tion.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 AMERICAN DUCTILE IRON PIPE I rope and chain tackle(Photo 5)to attach all I the rigging together to effect "double line" 'I assembly from the top of the pipe(Photo 6). _ The snatch block pulley and twin line rigging Ir •4LI "`—``— I approximately doubles the assembly force °�l from the stron_• come-along,making possible I� ,III 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 " 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 <-tol push-on joint pipes, particularly when pipes have been installed for some time prior to re- moval 30"-64"Pipe .s Photo 7 Push-on fitting or short pipe joint assembly is basically the same as that of standard length pipe,though special rigging may be necessary to hold these short items reasonably stable for assembly.See also Push-On Fittings Assembly Instructions in Section 4. Field Rounding Occasionally,field rounding of pipe ends Photo 4 may be necessary to accomplish assembly, Large pipes are most often readily particularly when large-diameter pipes are pushed or pulled together with heavy exca- cut to be assembled into mechanical joints vating/earthmoving equipment available on- or couplings. Need for rounding in assembly site(see page 2-14).In cases where assembly of mechanical or stuffing-box-type joints can of pipes by manpower is desired,AMERICAN be predetermined by a difficulty in sliding the can provide special assembly tools and rigging gland or end ring over the end of the pipe. which can be used for assembling most pipes Rounding may be accomplished in the fol- of all sizes(Photo 5).These tools consist of a lowing manner using a mechanical jack and heavy-duty roller chain hoist,a steel pipe-end shaped blocks. (Note: This procedure may hook and snatch block, and associated wire also be used with the assemblies involving .. push-on joint pipe,fittings,valves,etc.;how- ever,rounding is less frequently necessary for assembly of push-on joints.) t ?0,00 1 „ to* Photo 5 2-12 Duvall Avenue NE Submittal Package Page 8 DUCTILE IRON PIPE A 1. Measure/determine the minimum pns (minor)diameter of the ends to be rounded. 2. Place the jack and the shaped blocks rC011 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 �� 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 Pipe Size Approx.Pounds Approx.No.of in. of Lubricant Joints per Pound .- per Joint of Lubricant fry` , 4 .03 33 6 .045 22 8 .06 17 10 .07 14 ... 12 .08 12 r' 14 .09 11 16 .11 9 18 .12 8 20 .14 7 24 .17 6 w N, 30 .30 3 it 36 .36 3 42 .44 2 48 .50 2 54 .59 2 60 .66 1 64 .71 1 64"AMERICAN Fastite Joint pipe being installed in a wastewater application. 2-13 Duvall Avenue NE Submittal Package Page 9 AMERICAN 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- sists of centering the lubricated end of the entering pipe in the gasket and then push- ing against the bell face of the entering pipe with a spade or crowbar driven into ` 1 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 or Crowbar Method block between the bell face and the pry bar may increase the leverage. Easier assembly is effected if the pipe is suspended an inch or so off the bottom of the trench. Backhoe and Heavy Equipment Methods These methods are usually applicable to the intermediate and larger sizes of AMERICAN Fastite Joint Pipe where the bar method might not be effective. It con- sists of centering the end of the entering pipe in the gasket as the pipe to be assem- bled is suspended from the backhoe.Then it can be pulled into the adjoining socket with the pipe sling by moving the backhoe arm toward the previously assembled pipe. In other instances,the pipe may be assem- bled by placing the backhoe or other earth mover bucket or blade against the bell face of the entering pipe and pushing it into the socket.When pushing against the bell face, care should be taken to avoid very small contact areas and possible damage to the Backhoe and Heavy Equipment Methods pipe bells or spigots. Wood cushions be- tween the backhoe bucket and the pipe are particularly effective in preventing damage. 2-14 Duvall Avenue NE Submittal Package Page io % . DUCTILE IRON PIPE AMERICAN Ductile Iron Pipe ANSI/AWWA C150/A21.50 and / ANSI/AWWA C151/A27.51 V Nominal Wall Thicknesses for Special Thickness Classes Table No.3-12 Outside SPECIAL THICKNESS CLASSES-Wall Thickness in Inches* Size Diameter In. In. 50 51 52 53 54 55 56 4 4.80 - .26 .20 .32 .35 .38 .41 6 6.00 .26 28 .31 .31- .37 .4e- :48 -- 0 3.00 .27 .00 .33 .36 .20 .12 .45 10 11.10 .29 .32 .35 .38 .41 .44 .47 12 13.20 .31 .34 .37 .40 , .43 .46 .49 14 15.30 .33 .36 .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 .38 .41 .44 .47 .50 .53 .56 30 32.00 .39 .43 .47 .51 .55 .59 .63 36 38.30 .43 .48 .53 .58 .63 .68 .73 42 44.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 54 57.56 .57 .65 .73 .81 .89 .97 1.05 'These are Special Thickness Classes as shown in AWWA C150 and C151.They were previously designated standard thickness classes.AMERICAN can furnish any thickness in between these Special Thicknesses if deemed economical for major projects. Special classes are most appropriately used for some threaded,grooved,or ball and socket pipes or for extraordinary design conditions,and they are generally less available than standard pressure class pipe. For pressure rating and maximum depth of cover capabilities of Special Thickness a ss s,check AMERICAN.These capabilities can be estimated by comparing metal thickness and capabilities of those of Pressure Classes in Table No. 3-11.or may be calculated by using the design formulas shown in AWWA C150. 3-20 Duvall Avenue NE Submittal Package Page 11 II ' 4, FVYY VVYYV VVY VVVY Engineer Addition Washington State • r Department of Transportation Qualified Product List Product Information Manufacturer : American Cast Iron Pipe Co., Birmingham - AL Product Name : Ductile Iron Pipe - Push-On Joint Standard Spec : 9-30.1(1), Pipe - Water Distribution - Ductile Iron - Pipe (to 16- inches) Product Description : Ductile iron pipe: Push-on joint; 4 to 12 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 C , Last Updated : Sep 13, 2010 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT rc 2016