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CAG-20-065 - Duvall - A43-Solid Wall PVC Storm Pipe 4 IN.
• • 'S c o C� -Al. O' O' b O' u u t 9' L c c- O 9' O' C �' O V' J- �J' v J �- C' ko y � �v�v�v�.vkvtv�As.- e �vviavv�Avv• ./ir�v�ivJ .v� rv�. LSvvv�v ;J 1 _ itiriruuutinrttuiuuu-uutiinituni urrtorrrmniiiiutruruiruururutuurrr oiluturttrrutrtttuutirruuirrurmirmilimmiliurrtrrlt_ C ;, E - UNITEC Corporation • - _ 111 eC C�: • - = 358 Upland Drive • Seattle,Washington 98188 E C":' :, .4) E ' Trrtitetratt lit Attslirritentt E 00: • I : • _ = /o• A1 = This is to certify that c q Z.r scale(s) - - E Co •'Q� Located at , u /f Jrii'7 4oun /1Q'144 is y A - C? 1 g was (were) serviced on this 2 day of 7)),A Agri.. 20 Z7, by an authorized representative of E Co:' i •o' the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. = C� _o„ = g CO ..o% E A record of said inspection is on fife at the above address and in the offices of UNITEC CORPORATION. = Co:' .c - = Co:. _ ( . _ • (206) 575-1 f 00 = � . o .p, O. .p. O O, p. C-.. O ;�J; O, O• O: 9� �' .�� y�� �'� �� .C': .�' �: � _fir_ �'. te: `�. � �� n, 4.0.... G i N AllfirEST Am Test Inc. LABOR AT OR IES Professional 13600 NE 126TH PL Analytical Suite C Services Kirkland, WA 98034 (425) 885-1664 Mar 2 2022 SQUAK MOUNTAIN MATERIALS 10430 RENTON ISSAQUAH RD Attention: DMARYE DEDRICK Dear DMARYE DEDRICK: Enclosed please find the analytical data for your SQUAK project. The following is a cross correlation of client and laboratory identifications for your convenience. CLIENT ID MATRIX AMTEST ID TEST (1)5/8 Soil 22-A002567 MET (2)5/8 Soil 22-A002568 MET (3)5/8 Soil 22-A002569 MET (4)5/8 Soil 22-A002570 MET (5)5/8 Soil 22-A002571 MET (1)1 1/4 Soil 22-A002572 MET (2)1 1/4 Soil 22-A002573 MET (3)1 1/4 Soil 22-A002574 MET (4)1 1/4 Soil 22-A002575 MET (5)1 1/4 Soil 22-A002576 MET Your samples were received on Thursday, February 24, 2022.At the time of receipt, the samples were logged in and properly maintained prior to the subsequent analysis. The analytical procedures used at AmTest are well documented and are typically derived from the protocols of the EPA, USDA, FDA or the Army Corps of Engineers. Following the analytical data you will find the Quality Control (QC) results. Please note that the detection limits that are listed in the body of the report refer to the Practical Quantitation Limits(PQL's), as opposed to the Method Detection Limits(MDL's). If you should have any questions pertaining to the data package, please feel free to contact me. Sincerely, PriatoCrifi W Aaron W. Young Vice President PO Number: NWA12756 BACT = Bacteriological MET = Metals NUT=Nutrients MIN=Minerals CONV= Conventionals ORG = Organics DEM=Demand P.1 Am Test Inc. Professional 13600 NE 126TH P L EST Analytical Suite C Services Kirkland, WA 98034 (425) 885-1664 L A B 0 ATO O R IES www.amtestla b.com ANALYSIS REPORT SQUAK MOUNTAIN MATERIALS Date Received: 02/24/22 10430 RENTON ISSAQUAH RD Date Reported: 3/2/22 , WA 98027 Attention: DMARYE DEDRICK Project Name: SQUAK PO Number: NWA12756 All results reported on an as received basis. AMTEST Identification Number 22-A002567 Client Identification (1) 5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 9.01 ug/g 1.1 EPA 6010D KF 03/01/22 P.2 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002568 • AMTEST Identification Number 22-A002568 Client Identification (2)5/8 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD. - ANALYST. DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 8.87 ug/g 1.0 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002569 Client Identification (3)5/8 Sampling Date Total Metals PARAMETER • RESULT UNITS Q_ D.L: . METHOD ANALYST DATE. Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 8.70 \ug/g 0.84 EPA 6010D KF 03/01/22 P.3 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002570 AMTEST Identification Number 22-A002570 Client Identification (4)5/8 Sampling Date Total Metals PARAMETER RESULT UNITS 2 Q. D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 8.89 ug/g 0.80 EPA 6010D KF 03/01/22 AMT EST 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 G SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002572 AMTEST Identification Number 22-A002572 Client Identification (1) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 13.6 ug/g 0.55 EPA 6010D KF 03/01/22 • AMTEST Identification Number 22-A002573 Client Identification (2) 1 1/4 Sampling Date Total Metals • PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 13.9 ug/g 0.85 EPA 6010D KF 03/01/22 P.5 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002574 AMTEST Identification Number 22-A002574 Client Identification (3) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS Q D:L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050E KF 02/27/22 Lead 15.4 ug/g 1.1 EPA 6010D KF 03/01/22 AMTEST Identification Number 22-A002575 Client Identification (4) 1 1/4 Sampling Date Total Metals PARAMETER, • RESULT UNITS. Q D.L. METHOD ANALYST. DATE Acid Digestion Y SW-846 3050E KF 02/27/22 ' Lead 15.9 ug/g 0.84 EPA 6010D KF 03/01/22 P.6 SQUAK MOUNTAIN MATERIALS Project Name: SQUAK AmTest ID: 22-A002576 AMTEST Identification Number 22-A002576 Client Identification (5) 1 1/4 Sampling Date Total Metals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Acid Digestion Y SW-846 3050B KF 02/27/22 Lead 11.5 uglg 0.66 EPA 6010D KF 03/01/22 f Aar in Young Vice President ;r P.7 Am Test Inc. Professional S u13600 t e C NE 126th P L AnalyARIFEST Service Kirkland, WA, 98034 (425) 885-1664 LABORATORIES www.amtestlab.com QC Summary for sample numbers: 22-A002567 to 22-A002576 DUPLICATES SAMPLE# ANALYTE UNITS SAMPLE VALUE DUP VALUE RPD 22-A002337 Lead ug/g 4.52 4.29 5.2 22-A002576 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 • A *. Ai-ei EST AmTest Chain of Custody Record 13600 NE 126w PL,Suite C,Kirkland,WA 98034 , LAU ORATORIES Ph(425)885-1664 Fx(425)820-0245 , • www.amtestlab.com • I • -. 1 ' Chain of Custody No. t-- - Client Name &Address: , , /;& , Invoice To: <... - --- • , ,,..... .4,...„-tr, ,7;7.11 te." ;C(1 i. .... , :•::;, :./.; 7 "--, / .71/..1 :3() If,...„.,, ,.. ,.) ci• ._1)..,..,-., ? •• • . '! - ,. e vri L.) 10e.,:•(t 74:13.1,• z_.1./ t I I/ ' ! (.,,',./1 e,...e...7 6,:;:..'..:L.g7 vit.fil .t,f:.,f). 1.6, -,-..,• . 1 6:••I .:?(..-1 r,.,,,.7,, 7,4:14 i:, Contact Person: *f . .•Y•e. ) .:• :,, ( fr Invoice Contact: 1"-) ,, r ) jlla1 ilee , f/ k 14/t( V(/ i//ill.; Ulf f" j '' . i Phone No: r 7 'i 0''7 PO Number: 1,ft;. :1 17) L7 id;" - Zi:-.1.()0,,,,- v"/I i6- 71;) Fax No: Invoice Ph/Fax: E-mail: fq,.. „....14,,:., f---)i--. _ 1 . ,.70 ii i, 1 ,- Invoice E-mail: I')r)‘ 11 .,.. I 1,/,Thiil p ./,.;(//,..././ Ce," i.„,,,I • • 1.,.., 6:•..1-•• 1A, ,••:-.-li i t ,,-.-5... i,/tlewvi-c L'r\ I V VVA:-'1;7'''f'I.I I''''"111 P`VCO.i'Vi..<kl•:•"IV fIvt•I'r tu-f••: i C..• . - r I Report Delivery: (Choose all_that, pply) Data posted to online account: YES / NO Mail / Fax /C Emajl.-1 / Posted Online Web Login ID: Special Instructions: . . • . Ikequeptpd..TAT:....(Rush must be pre-approved by lab) Temperature upon Receipt: 14-5 (standard..-' RUSH ( 5 Day / 3 Day / 48 HR / 24 HR• ) Projealqe: ... •,_ •:,_c; ';'•A • tn Analysis Requested Project Number: 7 ' 0 0 .c a E I x 4_, IV 13 t] g (J) 14 R3 u 0 0 4_ . • Client ID 4, AmTest ID 0 P a (35 characters max) cy • (.o 2. • . ... . 10 L.4 . . . 71 1 - I'it4 _ • 71-1 S r • . _ A . • _ . Cpllected/Relinquished By: Date Time Received By: All Date Time / ."--- ---"`:•---- --,•••—7i./, 2 7 ;;—, ,.. !:I-. I/•/'1,7/le . 21/LtitZ, 105 ."V.5-g :'''.,,,:itz-- .. _Relinquished By: Date Time Received By: • - Date Time Relinquished By: Date Time Received By: - Date Time ..- COMMENTS: • • . P.9 • . E. Truck Scale Report &Certification 00� 4 Date Tested: January 14,2022 `i:d CO .` 1 NG Company Icon Materials E-mailer 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 12 Scale Serial N/A Reg 820i Sections: #: Element: 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 t or Instructions Scale Technician na d Agent#): Owner/Operator: Derek Larsen 6705 4 Truck Scale Report & Certification (Date Tested: January 14, 2022 1 CO ,• • NG Company Icon Materials E-mailu 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 J-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 � 16705 Truck Scale Report & Certification c)? (Date Tested: January 14,2022 I Company Icon Materials E-mails- raysscalederek@yahoo.com Name and Outbound Scale 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 jvvv V�✓vvvvvvVVvv Arai.vv V411✓vv vim✓ %vvv Vvv 0 =')I111li 111111L 11i 511111111.1111111111IIIuIIi,LLlll111Di 111aI 11I111.111IIJ11111L IIIILIILLI.1!-IIIIII111.1�tI11lJ!T1111itm1 iT mi m 11L111ll1111111111LL1 O C- V ' UNITEC Corporation> U P o' ^ I . o - �n' eC 358 Upland Drive • Seattle,Washington 98188 H 1Qrrttfitati of ,Jrt, rrtWWtt = Co: ,V l This is to certify that/Ya-A- /b, 9O gO /Gn-�1Vat scale(s) C 7-7:I _ ocaea : j11. 61 — €', Co. _ o (were) serviced on this 1 dayof `IC- r' 20� , by an authorized representative of i Co .� was '1 _ C. y ' the UNITEC CORPORATION. Certified Test Weights traceable to U.S. Government Standards were used. _; o O = = C. •o) _ Cam• o' El A record of said inspection is on file at the above address and in the offices of UNITEC CORPORATION. C II BY: . = Co, (206) 575-1100 C ,1 -1111111111111.111111III IITITILII_111IT1IIIIHTI1111IIIII11 I-.I111i1TI1. 111T_rrI tI 111 tI1i11if1Ii111i11 h11111111111-1n1111nII1111.11nll n1111 1111111111n111111111IF 1 i __. - - � /o /o, ,e i��/ri /rh/a. /8. /a.►/e-/ah/oh/0�/0,/0,/< /�h/eki��►/rS /ep ,eihi hea /E�I"h/��/��/��I���/?.>. °� Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 Ot zh,lt,ll 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# 8D PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A44-A52 CSTC 5'8'Natural Sumner P.t B-231 7 04 1 2 ,B6-139 A44-A52 rewr, ,,.ra-.nu., ,tib-Cy S�....w.r ?as A43-A52 rr•rKnRun C47111 i for Sumner Pit B-231 9-03.19 1, 2 A43-A52 Bonk Run GravelTrenc Sumner Pit B-231 9-03.19 1, 2 A43-A48,G•,,,ti•cimn for B6-B9 PIPS Zen•Sodding Sumner Pit B-231 9-03.12(3) 1, 2 A43-A48 mow,Bookfi,to B6-B9 Pip*Zone Budding Sumner Pit B-231 9-03.12(3) 1, 2 Project Engineer/Representative - -y Date ? 1/31/2022 State Materials Engineer/Representative Date � ? Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Provide Scale Cert. Delivery Ticket shall show bid item number and description Remarks (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 0 Contractor DRegion Operations Engineer ❑Fabncation Inspection ❑Region Materials State Materials Lab-MS 47365 Stoneway Concrete Technical Services Aggregate Sieve Analysis PROJECT: Internal Testing DATE: 1/26/2022 LOCATION: Sumner Sand & Gravel SAMPLE SOURCE: B-231 SAMPLE DESCRIPTION: 5/8" Crushed Surfacing Top Course Type 1G AGGREGATE SIZE: 5/8" TESTER: Sean SIEVE WEIGHT PERCENT PERCENT SPECIFICATION SIZE RETAINED RETAINED PASSING 9-03.9(3) 3/4" 0.0 0 100 J 99 - 100 5/8" 0.0 0 100 \/ 1/2" 0.9 8 92 80 - 100 3/8" 2.7 27 73 1/4" 4.7 46 54 #4 5.5 54 _ 46 J 46 - 66 #40 9.0 89 11 J 8 - 24 #200 9.7 96 4 J 0 - 10 PAN 10.1 100 0 WET SAMPLE: 10.6 TOTAL MOISTURE 5.0% J 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 6,2) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding stove sir. Permit Paring 1%" 99-100 1" 75-100 9-03.9 3 Crushed Surfacin %" ' sa 100 ( ) g No.4 20-80 J Sae Coon Eno Coursed Keyste No.40 3.24Sieve ���// on No.200 10.0 max, I Sand Equivalent 35 min. d 1.%" 99-100 1" 80-100 4" 99-100 %" 50.80 9-03.19 Bank Run Gravel for s" 8o-100 4 Trench Backfill No.4 25-45 46-66 4 Sieve Sire Percent Peking No.40 3-18 8-24 4 2-1/2- 75roo f No.200 7.5 max. 10.0 max.4 No.4 22.100, %Fracture 75 min. 75 min. ( No.200 0-10 Sand Equivalent 40 min. 40 min. 4 Dust Ratio: %max. Sand Equivalent 30 min. 4 ASTM C 136 ASTM C 33 PROJECT: Internal Testing DATE: 1/26/2022 LOCATION: Sumner Sand & Gravel SAMPLE SOURCE: B-231 SAMPLE DESCRIPTION: 1-1/4" CSBC /Type 2G AGGREGATE SIZE: 1-1/4" TESTER: Sean SPECIFICATION SIEVE WEIGHT PERCENT PERCENT COS9-03.9 SIZE RETAINED RETAINED PASSING Type 2G 1-1/4" 0.0 0 100 , 99 - 100 1" 0.3 3 97 \,/' 80 - 100 3/4" 1 .8 18 82 5/8" 2.7 27 73 50 - 80 1/2" 3.8 38 62 3/8" 4.5 45 55 #4 6.1 61 39 J 25 - 45 #40 9.4 95 5 J 3 - 18 #200 9.7 98 2 J 0 - 7.5 PAN 9.9 100 0 WET SAMPLE: 10.3 TOTAL MOISTURE: 3.9% DRY SAMPLE: 9.9 S.E.: 64% FRACTURE: 98% %Passing No.200 Dust Ratio: %Passing No.40 'The 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 0.2) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Sieve Size Percent Passing 1%" 99-100 4 1" 75-100 4 9-03.9(3) Crushed Surfacing %- so-lDo 4 Base Course Top Course and Keystone No.4 20-80 Sieve Size Percent Passing No.40 3-24 No.200 10.0 max. 1%" 99-100 4 1" 80-100 Sand Equivalent 35 min. 'f," 99-100 50-80 80-100 9-03.19 Bank Run Gravel for No.4 25.45 d 46-66 No.40 3-18 4 8-24 Trench Backfill No.200 7.5 max./ 10.0 max. 5ieee 8 Perce P sing %Fracture 75 min.t 75 min. 2" 75.100 4 Sand Equivalent 40 min. " 40 min. No.4 22-100 No.200 0-10 Dust Ratio: %max.J Sand Equivalent 30 min.J Page added by engineer WSDOT MATERIALS LAB 01/28/2022 Aggregate Source Approval Report Owner: Cava Materials Aggregate Source: PS-B-231 Lessee: Known as: Cava Materials Pit Located in: S 1/2 NW 1/4 Section 18 T2ON RSE County: Pierce Remarks: Mineral Agg.and Surfacing: Test Date: 04/15/2021 Expiration Date: 04/15/2026 Absorption:1.01 Apparent Sp.G.:2.745 Bulk Sp.G.(SSD):2.697 Bulk Sp.G.:2.67 Deg:66 LA:14 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Weanng Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 02/01/2018 Expiration Date: 02/01/2023 ASR-14 Day:0.56 ASR-One Year 0.04 CCA Absorption:1.18 CCA Sp.G:2.681 Deg:70 FCA Absorption:2.04 FCA Organics:1 FCA Sp.G:2.627 LA:12 Remarks: 1-Year ASR Results expire 12/19/2023 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary Riprap, Quarry Spells,Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption. Apparent Sp.G.• Bulk Sp.G.(SSD): Bulk Sp.G.: Deg: LA: Page added,by engineer Remarks: NOT Approved'for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 02/01/2018 Expiration Date: 02/01/2023 Absorption:1.18 Apparent Sp.G.:2.735 Bulk Sp.G.(SSD):2.681 Bulk Sp.G.:2.65 Deg:7.0 LA:12 Remarks: Currently Approved for: Streambed Aggregate Gravel Sorrow for Structural.Earth Walls: Test Date: 02/01/2018 Expiration Date:.02/01/2023 Bulk Sp.G.(SSD):2.681 . Deg:70 LA:12 • Remarks: For,geosynthetic reinforcement,the gravel borrow shall be tested for pH-priorto 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 addedNby engineer') Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 Commercial Concrete Aggregate 6-02.3(2)B Washington State V// Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 N/A DUVALL AVE NE 01/06/2022 Section I Title of Project County DUVALL AVE NE KING Contractor Subcontractor REED TRUCKING&EXCAVATING,INC This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 029B PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B17 ALL THRD ROD STS INDUSTRIAL Std. Plan - 10 106 A49-A53 SPEEDCRETE/REDLINE EUCLID CHEMICAL Std. Plan- 10 310.1 A43-A48, B6-B8, EfHAFOAM SHEETS ULINE S.P. 7-04.2 3 B17 and B18 Project Engineer/Representative ( % Date State Materials Engineer/Representative Date L )---- --- 1 1/20/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance prior to use of material. (;)Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑X Yes ❑No Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 0.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 El Region Operations Engineer 0 Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 A307 All Thread Rod.Galvanized BID ITEM B17 FOR HYDRANT RUN1 The ASTM A307 specification.ovens carbon steel cons and studs ranging from 1;4 through 4 diameter.A3u7:s an economical low carbon material often manufactured using A36 round bar.Dimensional specrficatons 0.000• 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 lusted on this page is domestic.melted and manufactured In the USA. . Q. .. PRODUCTS GOVERNING STANDARDS MECHANICAL PROPERTIES CHEMICAL PROPERTIES GOVERNING STANDARDS SUBMITTAL REVIEW __ No E.ragons Tadao _Maur cwv:wen Noe Armond a Reaunew ASiN A30' Covers Ile mechanical and material requirements for mcn series fasteners indiameters from Re,eciee-sew Rene tie rMMrgh a-mane of mama,,steel ham)a menntum Tense s redgrn of 60 000 p51 :MPr1rtTANI N(l T1CF rA.rmmv ekrna rat row..the Coiratlu from responsibility to campy a cw+Mn aSNE eta.313 Carers the gHKlal and esranoaVal dale for nal Semen!mewed lOC r COR-TEN DbM Tht Red.era aim me Pion..speilna and CON ntd.Ohm-31a.1 -.aua.f 0.vn.wih AUK af.I WIC* Specifies me mead morn saes cuss anowance tolerance,ate desgraron tit israed sue. ("K 8c U'' •t"• .01.11.10.1.11K UNF Ctrs 2A threads lair DM Darn 1H1r7022 Diameter + Thread Pilch + )) A307 All Thread Rod,Galvanized e1'I The Euclid Chemical Company SPEED CRETE RED LINE ED RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL rn DESCRIPTION r— SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE 0 RED LINE is a proprietary formulation of blended portland cements,finely processed selected aggregates, and specific chemical additives that undergo a chemical"hyper hydration"and produces a stable, low permeability, cementitious matrix. SPEED CRETE RED LINE can be"shaved"for detailed repairs. rn 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) o 28 Day 5,700(39.3) Shrinkage 50%RH ASTM C157(3"x3"xl 1"specimens Set Time, ASTM C266 were removed from molds @ 24 hours) Initial 8 20 Min 28 Day -0.069% 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 PACKAGING oA SPEED CRETE RED LINE is packaged in 50 lb(22.7 kg) poly-lined bags,and 50 lb (22.7 kg) pails wo a 3 ya 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 application tools and mixing equipment with water immediately following use. PRECAUTIONS/LIMITATIONS • Keep in covered storage away from all moisture. • Mix no more than 60 seconds. • Use only potable water with SPEED CRETE RED LINE. • Mix to a stiff, putty-like, no slump consistency. Do not add more water than recommended, • Do not apply SPEED CRETE RED LINE as a horizontal topping or as a tile setting mortar. • When necessary, follow the recommendations in ACI 305R "Guide to�q o r 9i rACI 306R "Guide to Cold Weather Concreting". v" AL R ` i vv • Do not re-temper or add sand to SPEED CRETE RED LINE. No Exceptions Taken • In all cases,consult the Safety Data Sheet before use. Make Corrections Noted Amend & Resubmit -X Rejected-See Remarks Mortar for pipe joints and grade rings and casting for CB Type 1 shall meet requirements of AASHTO M 85,Type I IMPORTANT NOTICE:This review or Type II, per Std. Plan -200.00&WSDOT 9-04.3 does not relieve the Contractor from responsibility to comply&conform Mortar for Manhole Risers shall meet requirements of with the Plans, Specifications, and ASTM C270 Type S, per COR Std Plan -106 Contract Documents. ray&Osborne,Inc. CONSULTING ENGINEERS Rev.03.19 By. DRS Date.1/11/2022 WARRANTY:The Euclid Chemical Company("Euclid')sadly and expressly warrants these is:rruducts srrul'be free from defects er materials and workmanship for one i 1 I year Derr;he date of purchase.Unless authorized ,n writing by se officer of Euclid.no other representations or statements made by Euclid or its representatives.in writing or orally,shall alter this warranty.EUCLID MAKES NO WARRANTIES IMPLIED OR OTHERWISE, AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF 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 shall be the sole and exclusive remedy available and buyer Shall have no claim for incidental or consequential dammtages.Any warranty claim must oe made within one(1!year from the date or the dlawned 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 m its product literature or on its packaging labels.Any installation of Euclid products which tads to conform with such installation information or instructions shall void this warranty.Product deronstratrms,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 Buyers intended purposes. ULINE 700 Uline Way • Allentown, PA 18106 • PHONE (800)295-5510 • WEB uline.com • FAX(800)295-5571 January 4, 2022 Ferguson Waterworks 2042 112th St S Tacoma, WA 98444 Hello Mark, This is the Specification Sheet for S-12856 - Plank Foam without Adhesive- Non- Perfed, White, 48 x 96 x 2". • Flexible low-density polyethylene foam is highly resilient, shatter proof and tear resistant. • Water, fungi and mold-resistant closed cell foam. • FDA compliant for indirect food contact. • Non-perfed sheets, no adhesive. • Temp Range --78° a +101°C (-110° to +215°F) Please contact our Customer Service Department at 1-800-295-5510 if you have any additional questions. Sincerely, Andrea N. Customer Service Pennsylvania SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Contract Documents. Gray 8z Oaborrne,Inn. CONSULTING ENGINEERS By: DRS Date: 1/20/22 CHICAGO •ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA • RENO •SEATTLE • MEXICO • CANADA Washington State •/ Department of Transportation Request for Approval of Material Contract Number FA Number NSA SR Duvall Ave NE Date CAG 20-065 oU11/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only be returned for information that was omitted. RAM# 066 / 066A 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 A'}+S'F' Sand Egan/.CSBS Squak Mountain 9-03.14(1) Gravel Borrow <9-03.21(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 g-03.21(1)C 1, 2 Trench Backfill_ A43.03.02 Pipe Zone 9-03.12(3) to Bedding Squak Mountain -Issaquah, WA 9-03.21(1)C 1, 2 A48.03.02, B6.04 to B8.04, B9.05 Project Engineer/Representative F--�- Date State Materials Engineer/Representative Date 1/13/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory OAcceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into project. O2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10 Approval Withheld: Approval Withheld: not approved for Gravel Borrow or Gravel Backfill for walls 11. Miscellaneous Acceptance Criteria. Remarks Prior to use, provide toxicity testing and certification of (PE): toxicity characteristics in accordance with Section 9-03.21(1). Remarks Provide Scale Cert. and Daily Scaleman's Reports. (HQ): Delivery Ticket shall show bid item number and description. CSBC material can be used for Gravel Backfill for Pipe Zone Bedding (9-03.12(3)) DOT Form 350-071 Project Engineer Distribution Revised 0312021 0 Contractor Ei Region Operations Engineer Fabrication Inspection Region Materials ❑State Matenals Lab.MS 47365 9-03.12(3)Gravel Backfill for Pipe Zone Bedding 9-03.9(1) Ballast(for use as Gravel Borrow) Sieve Percent Sieve Size Percent Pall 144" 99-1001 2 " 99-100 1" 75-100 2" 65-100 i %" 50-100 50-851" X No.4 20-80� Noo.4 26-44 / No.40 16 max. / No.40 3-24 V No.200 9.0 max. _ No.200 10.0 max. Dust Ratio: %max. Sand Equivalent 35 min.d. I Sand Equivalent 35 min. f U.S.Standard Sieve Opening in Inches U.S.Standard Sieve Numbers Hydrometer Results 100% 20 • $ 4 3 11/11.‘ ", %: ; W 10 16 20 30 40 50 100 200 0% 90% 10% 80% ' \\\\*........._ 20% . L 70% ,en \ 30% .ib », .60% *1 40% a)50% . 4` • 50% "En ,�30% • %• . 70%!0 cr o20% �►J1� 80% 10% . 0% - `11���.•a.r+ « 100% 1000 100 10 1 0.1 0.01 0.001 Grain Size in Millimeters Gravels Sands Cohhles Silts Clays Coarse I Fine Coarse I Medium I Fine Date :01/06/22 D%o-- 0.19 LSCSClassification %Gravel %Sand Sample#:20-198 D30= 3.25 GP-GM,Poorly graded Gra 61.8% 31.3°4 Sample ID:Squak Mtn CSBC Deu= 11.87 Specifications Source:Stock Pile Cc=4.57 WSDOT 9-03.9(3)Base Course Project: Cu.61.02 Sample Meets Specs %Silt&Clay Location:Squak Mm Liquid Limit=Na Yes 6.9% Boring#: Plastic Limit"' n!a Fineness Modulus SE 56 Depth: Plasticity Index- n.'a 5.46 Coarse Actual Interpolated Fines Actual Interpolated Section Cumulative Cumulative Section Cumulative Cumulative Sieve Size Percent Percent '---Specs Specs Sieve Size Percent Percent Specs Specs US Metric Passing Passing Max Min US Metric Passing Passing Max Min 6.00" 150.00 i 100.0°L #4 4.750 38.2% 38.2% 45.0°4 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°/u , #30 0.600 16.8% 1.50" 37.50 100.0% #40 0.425 16.0% 16.0% 18.0% 3.tl°o 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% 7i8" 22.40 88.0% #80 0.180 9.6% 3/4" 19.00 79.9% #100 0.150 8.8% 518" 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% Copyright Spears Engineering&Technical Sc rvice.PS, 1946.2105 9-03.14(1) Gravel Borrow 9-03.12(2) Gravel Backfill for Walls 9-03.19 Bank Run Gravel Sieve Size Percent Passing Sieve Size [ Percent Passing for Trench Backfill 4" 99-100 i 4" 99.100 J Sieve Size Percent Passing 2" 75-100 t/ 2" 75-100 11` No.4 22-66 1t i---- 2'r 75 100/ No.4 50-80 XI, _No 200 5.0 max. X No.4 22-100 r No.40 30 max No.200 0-10 / %Passing No 200 ✓ No.200 7.0 max. I Dust Ratio: %max.%Passing No.40 Dust Ratio: %max I Sand Equivalent 50 ntin.J Sand Equivalent 60 min. X Sand Equivalent 30 min. 4111111. • Am Washington State • airy Department of Transportation s Request for Approval of Material Contract Number FA Number N/A SR CAG 20-065 Duvall Ave NE Date Section/Title of Project County Duvall Ave NE King Contractor Subcontractor Reed Trucking & Excavating, Inc. This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For WSOOT Use Only • be returned for information that was omitted. RAM# 065 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEMPL Hdqtr./QPL HQ Use No, Product/Type Manufacturer or Pit Number Reference Code Code 414_,gg_ CSTC Tier 2 Squak Mountain 9-03.21(1)C 10 A43.03.02 Bank Run Gravel for Trench Backfill 9.03.16 _ -A52.03.02 Tier I Squak Mountain-Issaquah 9.03.21(1)C 1,2 ,B6-B9 Tier 1 Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Squak Mountain-Issaquah 9-03.21(1)C 1,2 • Project Engineer/Representative -1 Date State Materials Engineer/Representative Date 1/3/2022 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. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved DYes El 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. B. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 0 pproval Withheld: Reclamation facility must be on the QPL as a Tier 2 facility,per WSDOT 9-03.21(1)C. 11. Miscellaneous Acceptance Criteria. See below QPL pages,Squak Mnt out of Issaquah is not Remarks currently an approved facility. (PE): Remarks Remarks: (HQ): Prior to use, provide toxicity testing and certification of toxicity characteristics in accordance with Section 9-03.21(1). Provide Scale Cert. and Daily Scaleman's Reports. Delivery Ticket shall show bid item number and description. DOT Form 350-071 Project Engineer Distribution Revised 03/2021 Ei Contractor D Region Operations Engineer El Fabrication Inspection El Region Materials 0State Materials Lab-MS 47365 WSDOT-Materials Laboratory Qualified Products List(QPL) https://wsdot.wa.gov/bizJmats/QPL/QPLProduct§C_Trid.cfm Washington State rapr Department of Transportation Qualified Products List Standard Specification: 9-03.21(1)C Product Name 1 Spec Title L._ _ Manufacturer 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 I Recycled Concrete Tucci and Sons, Lakewood-WA Concrete Aggregate (RS-B-352) ;Aggregate Tier 1 and Tier 2 - Recycled Recycled Concrete Kangley Rock & Recycling, Black River, Concrete Aggregate (RS-A-516) ;Aggregate ;Renton-WA Tier 1 - Recycled Concrete j Recycled Concrete Aggregate (RS-F-211) ;Aggregate I Cowden Gravel & Ready Mix, Bellingham-WA; Tier 1 - Recycled Concrete I Recycled Concrete 11 ILA_rnerican Rock Products, Richland-WA Aggregate (RS-R-189) Aggregate i _ Tier 1 - Recycled Concrete I Recycled Concrete American Rock Products, Pasco-WA Aggregate (RS-FN-121) ?Aggregate Tier 1 - Recycled Concrete I Recycled Concrete i American Rock Products, Walla Walla-WA .Aggregate (RS-O-146) I Aggregate Tier 1 and Tier 3 - Recycled Recycled Concrete ;_ j ?Concrete Aggregate (RS-C-345) ;Aggregate Pro-Recycle, LLC, Spokane Valley-WA Tier 1 - Recycled Concrete j Recycled Concrete ' Holroyd Green Products Plant, Tacoma-WA Aggregate (RS-B-351) I Aggregate i _ Tier 1 - Recycled Concrete I Recycled Concrete Renton Concrete Recyclers, Renton-WA Aggregate (RS-A-519) j Aggregate i :'Tier 1 - Recycled Concrete Recycled Concrete Blake Sand &Gravel, Sequim-WA Aggregate (RS-Q-241) Aggregate _ —_ Tier 1 - Recycled Concrete ; Recycled Concrete Dickson Company, Tacoma-WA Aggregate_(RS-B-350)) ____ __ _ j Aggregate _ Tier 1 - Recycled Concrete I Recycled Concrete Aggregate (RS-D-359) Aggregate Lenz Enterprises, Inc., Stanwood-WA Tier 1 - Recycled Concrete i Recycled Concrete Aggregate (RS-B-349) ';Aggregate Corliss Resources, Inc., Puyallup-WA Tier 1 - Recycled Concrete Recycled Concrete Corliss Resources, Inc., Enumclaw-WA Aggregate (RS-A-518) — —.1A99regate i . Tier 1 - Recycled Concrete Recycled Concrete j Action Materials, Inc., Spokane-WA i 'Aggregate (RS-C-344) ;Aggregate Tier 1 and Tier 3 - Recycled ; Recycled Concrete i j Concrete A re ate RS-D-360 A re ate .Fruhling Sand &Topsoil, Bothell-WA Tier 1 - Recycled Concrete ; Recycled Concrete ! !I.V. Riley, Bingden-WA Aggregate (RS-OR-90) !Aggregate Tier 1 and Tier 2 - Recycled 1 Recycled Concrete Stampede Sand &Gravel LLC, Easton-WA Concrete Aggregate (RS-S-312) I Aggregate H ___ ____ __ ___ _ ____ 1 Tier 1 and Tier 3 - Recycled I Recycled Concrete Concrete Aggregate (RS-B-353) ;Aggregate !Miles Resources - Lakeview, Lakewood-WA i Tier 1 and Tier 3 - Recycled Recycled Concrete j Reece Construction Company, Arlington-WA Concrete AggregateiRS-D-361) Aggregate 1 1 of 2 12/29/2021,8:45 AIV WSDOT---Materials Laboratory Qualified Products List(QPL) https://wsdot.wa.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 Tier 1 - Recycled Concrete Recycled Concrete Black Lake Resources, Littlerock-WA Aggregate (RS-J-217) Aggregate Tier 1 - Recycled Concrete Recycled Concrete Black Lake Resources, Grand Mound-WA Aggregate (RS-J-216) Aggregate Tier 1 - Recycled Concrete Recycled Concrete Kitsap Reclamation & Materials, Bremerton- Aggregate (RS-I-118) Aggregate WA Copyright WSDOT© 2016 2 of 2 12/29/2021,8:45 AM ALLIANCE Alliance Testing Services))TESTING 056 8 PO Box Renton,WA 98056 425-757-0762 .• SERVICES Plant 1-Alliance Testing Services Product 68-Squak Mountain CSTC Name/Title Mike Costello/Manager Period: 01/01/2019-04/09/2019 Report Date 04/09/2019 Procedure Sieve/Test Result Unit 9-03.9.3 Crushed Surfacing TC AASHTO T11/27 3/4"(19mm) 100.0 % 100-100 1/2"(12.5mm) 89.4 % 80-100 #4(4.75mm) 49.7 % 46-66 #40(0.425mm) 13.3 % 8-24 #200(75um) 7.60 °k 0-10 AASHTO T176 SE 53 >40 AASHTO T335 Fractured Faces(>1) 86 >75 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 9-03.19 Bank Run Gravel Sieve Size Percent Passing for Trench Backfill 14° 99-100 Sieve Sirs Percent • _ 1" 75-100 I ,' 7 _'•• N 1. 50-1001 j No.4 22-100 1 No.4 20 80 No.200 0-10 No.40 3-24 J Dust Ratio: 35 max.J No.200 10.0 max✓ Sand Equivalent 30 min. . Sand Equivalent I 35 min. 1 StonemontQC Washington State v/ Department of Transportation. Request for Approval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 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# 019 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 A43 Gravity Sewer JM Eagle 7-04 2 A43 Ring Tite IPEX 7-04 2 A43 Sani-21 DPC Pipe 7-04 2 SDR 35 A43 Geaketed Sewer Multi Erttk,gs 7-043 Fitting Project ngineer/R resentative Date State Materials Engineer/Representative Date eptance Action Codes for use b1Project Engineer and State Materials Laboratory 1 Acc pta ce Criteria: Acce nce based upon"Satisfactory"Test Report for samples of materials to be incorporated into pro ct. 2. Acceptance Criteria: Mfg. Cert. of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ID Region Operations Engineer El Fabrication Inspection El Region Materials El State Materials Lab-MS 47365 BIT ITEM A43 GravitySewer �-� NON-PRESSURE-RATED PVC PIPE JMMMMMMMagle' ASTM D3034/F679 I Gaskets: ASTM F477 Noiri CSA B182.2 I Joints:ASTM D3212 ASTM D1784 Cell Class 12454/12364 DELIVERING GOOD WATER TO YOU MARKETS Sewer DESCRIPTION GRAVITYSEWEP ASTM D3034 TYPE PSM SIZES: ASTM F679 SIZES: r - Ring-Tite Joint ) `t 4",6",8",10",12",15" 18",21",24",27",30",36",42",48" • Flexible elastomeric Riebern locked-in gasket provides a tight seal that protects and compen- sates for expansion,contraction, Reber,sealing ring vibration or other movements. provides tight, flexible seal. Spigot pipe ends are supplied from the • Quick and easy to assemble with factory with bevels. ,< a simple push,there's no field mixing or application of cement. • Meets or exceeds ASTM D3219 for joint tightness,including /, r r) a 22-inch Hg vacuum and a �` 25-foot head pressure test. ; The bell is an integral rt of the pipe length Nominal Laying Length:14/20 feet with the same strength. III (Laying length tolerances are in accordance with ASTM and CSA standards) Color: Green CSA B182.2' ASTM D3034 ASTM F679 SDR 35 (PS 46) SDR 35 (PS 46) PS 46 SDR 26 (PS 115) PS 115 BENEFITS Lightweight, great for manual � .. installation. i I i 1 _ Field-cut with a power saw or handsaw; • INSTALLATION bevel without complicated machinery. '""1111/4111% Does not need lining,wrapping, coating,or cathodic protection to if prevent galvanic corrosion. r► Ika leyc _ a-. e likta,--inwaraiam Unaffected by corrosive elements, sewer gas, sulfuric acid,alkaline, • or acidic soils. FEATURES Resistance to abrasion, gouging and scouring. GravitySewer ^'1 NON-PRESSURE RATED PVC PIPE JMMMMMMMM�agle- N\. ...../. SUBMITTAL AND DATA SHEET DELIVERING GOOD WATER TO YOU ASTM D3034 TYPE PSM GRAVITY SEWER PIPE Product Standard: PIPE SIZE AVG. NOM. MIN.T. AVG.E. APX.0' APX.WGT ASTM D3034 Type PSM(4"-15") (IN) O.D.(IN) I.D.(IN) (IN) (IN) (IN) (LBS/FT) ASTM F679(18"-48") SDR 35 CSA B182.2(PS46,4'-211 Pipe Compound:ASTM D1784 Cell Class 12454/12364 PIPE STIFFNESS:46 psi Gasket:ASTM F477 4.215 3.975 0.120 3.75 4.695 1.05 J Integral Bell Joint:ASTM D3212 Nominal Laying Length:14/20 feet 6.275 5.915 0.180 2.37 6.995 2.36 (Laying length tolerances are in accordance with ASTM and/or CSA stan- 8.400 7.920 0.240 5.00 9.360 4.24 dards.) Installation:JM Ea le'Gravity Sewer Installation Guide. 10 10.500 9.900 0.300 6.25 11.700 6.64 Manning Coefficient(n)=0.009 12 12.500 11.780 0.360 6.50 13.940 9.50 Hazen-Williams Coefficient(c)=150 15 15.300 14.426 0.437 7.50 17.048 14.19 'Please call prior to order regarding availability. SDR 26 PIPE STIFFNESS:115 psi 4.215 3.891 0.162 3.75 4.863 1.40 Dg ////NI 6.275 5.793 0.241 2.37 7.239 3.11 \\\\ \\\\ \\\\ �‘‘ \\\\ \ \ \\\\ '•I' 8.400 7.754 0.323 5.00 9.692 5.63 O.D. I.D. 10.500 9.692 0.404 6.25 12.116 8.84 T Lt E El12.500 11.538 0.481 6.50 14.424 12.56 Assembly Mark El15.300 14.124 0.588 7.50 17.652 18.90 I.D.: Inside Dameter D°: Bell Outside Diameter ASTM F679 GRAVITY SEWER PIPE 0.D.:Outside Diameter E: Distance between Assembly T.: Minimum Wall Thickness Mark and the end of the spigot. PIPE SIZE AVG. NOM. MIN.T. AVG.E. APX.D° APX.WGT (IN) O.D.(IN) I.D.(IN) (IN) (IN) (IN) (LBS/FT) PIPE STIFFNESS:46 psi 811 18.701 17.564 0.536 7.37 20.845 21.43 e) 111. 22.047 20.707 0.632 8.25 24.575 29.88 M24.803 23.295 0.711 9.12 27.647 38.96 rill 27.953 26.254 0.801 10.00 31.157 49.47 :0 CIOD 32.000 30.055 0.917 12.75 35.612 64.18 :6 CIOD 38.300 35.972 1.098 13.87 42.816 93.00 2 CIOD 44.500 41.794 1.276 15.75 49.604 128.83 8 CIOD 50.800 47.713 1.458 16.62 56.624 188.31 PIPE STIFFNESS:115 psi 18.701 17.174 0.720 7.37 21.581 28.49 22.047 20.247 0.849 8.25 25.443 39.83 24.803 22.776 0.956 9.12 28.627 50.74 Inil27.953 25.669 1.077 10.00 32.261 64.78 :0 CIOD 32.000 29.386 1.233 12.75 36.348 86.55 :• CIOD 38.300 35.173 1.475 13.87 45.438 125.35 2 CIOD 44.500 40.866 1.714 15.75 51.356 171.30 48 CIOD 50.800 46.651 1.957 16.62 58.628 223.92 This information may have been updated.Please visit www.jmeagle.com for all updated information and warranty details. CUSTOMER SERVICE:1.800.621.4404 THIS PRODUCT IS MADE IN AMERICA PRINTED JUNE 2018 REVS BIT ITEM A43 Ring-The Product Data Sheet if AL STANDARDS > ���� Ring-Titer piping systems are SDR35 and SDR28 sewer pipes and fittings SP° manufactured to demanding ASTM,BNQ and CSA standards.Ring-Tite CSA ASTM Joints can withstand well in excess of both the ASTM and CSA requirements. B182.2 F679 PRODUCT AVAILABILITY NQ 3624- 130/135 SDP28 4",S and 6"(100 mm,125 mm&150 mm) 4"through 60"(100 mm-1500 mm) SDR41 10"through 60"(250 mm-1500 mm) A ipexna.com I P E X Toll Free:800 463-9572 by alioxis ,.t 4 Ring-Tice • Product Data Sheet 722 Short-Form Specification General Lubricant Main line sewers will be PVC SDR35 sewer pipe and All Ring-Tite Gasketed Sewer Pipe must be shall be in compliance with ASTM D 3034 or assembled using PVC pipe lubricant. ASTM F679 and third party certified to CSA B182.2. Sewer laterals will be PVC SDR28 sewer pipe and shall be third party certified by CSA as above. Markings Ring-Tite Gasketed Sewer Pipes are marked as Material prescribed in the above applicable standards to indicate size of the pipe,material designation, PVC Poly(Vinyl Chloride)used in the manufacturing of compliance to standard,and manufacturer's name or Ring-Tite Gasketed Sewer Pipe complies with trademark. ASTM D1784,Standard Specification for Rigid Poly(Vinyl Chloride)(PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC)Compounds, Colour Coding having a cell classification of 12454 or 12364. Ring-Tite Gasketed Sewer Pipe is colour-coded green Gasket materials used in the manufacturing of for SDR35 and white for SDR28&SDR41. Ring-Tite Gasketed Sewer Pipe complies with the following requirements: Joints ASTM F477"Standard Specification for Elastomeric Seals(Gaskets)for Joining Plastic Pipe"for low-head Sealing gaskets must meet the requirements of applications,or ASTM D3034 or ASTM F679,CSA B182.2.In addition, the pipe joints must be able to withstand a minimum ASTM F913'Standard Specification for Thermoplastic hydrostatic pressure of 345 kPa(50 psi)without Elastomeric Seals(Gaskets)for Joining Plastic Pipe' leakage. Extruded Pipe Pipe Stiffness Extruded Ring-Tite Gasketed Sewer Pipe conforms to The minimum ring stiffness shall be 320 kPa(46 psi) the following standards: for SDR35 pipe and 625 kPo(90 psi)for SDR 28.This stiffness will be determined using the test methods ASTM D2412"Standard Test Method for Determination prescribed by ASTM D3034 and ASTM F679. of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading" ASTM D3034"Standard Specification for Type PSM Fittings Poly(Vinyl Chloride)(PVC)Sewer Pipe and Fittings" Injection-molded gasketed PVC fittings shall meet the requirements of ASTM 3034 and ASTM F1336 and shall ASTM D3212'Standard Specification for Joints be certified to CSA B182.1 or CSA B182.2.Fabricated for Drain and Sewer Plastic Pipes Using Flexible fittings must conform to ASTM F1336 and CSA B182.2 Elastomeric Seals' ASTM F679"Standard Specification for Poly(Vinyl Chloride)(PVC)Large-Diameter Plastic Gravity Sewer Pipe and Fittings" www.ipexna.com Toll Free:800 463-9572 2 of 4 Ring-rite . Product Data Sheet Dimensions SDR35 SDR28 'Min.Wall Size Average ID Thickness Average OD Average ID Thickness Average OD in mm in mm in mm in mm in mm in mm in mm 4 100 3.97 100.94 0.12 3.06 4.21 107.06 3.91 99.42 0.15 3.82 4.21 107.06 *4 1351f.532- 13508 1L9 4.09 11 5.64 "" 1432611 5.24 133.02re:20 5.12.1 5.64 143.26j 6 150 5.92 150.29 0.18 4.55 6.28 159.39 5.83 148.01 0.22 5.69 6.28 159.39 I- -26o -7.92 2.0-06 ro.24. 6.io 11 e.40 213.36 lr:- - 7 - 10 250 9.90 251.46 0.30 7.62 10.50 266.70 - 1, 12 :3c56111179-.- 299.36 IL5:16 9.071r1-2-.50 317.50 - - - 15 375 14.43 366.42 0.44 11.10 15.30 388.62 I18 450 D.1i63 - 447.87 30.53; 13.57 11870s. 475101 Ir. 21 525 20.79 527.99 0.63 16.00 22.05- 559.99 r_2'4.- 00 IL2i39 18.001 24.80- 63- 0.00 , - -- 27 675 26.36 669.42 0.80 20.29 27.95 710.00 - - - - s 17a 2 [320081280 • - - ]L _i 36 900 36.11 • 917.22 1.09 27.79 38.30 972.80 „ _ . 11-42 1,050r 41.95 1,065.72 71-J27 -32.29 if 44.to 1,13o.3Ejr, - : - • • 48 1,200 47.89 1,216.56 1.45 36.87 50.79 1,290.30 - - - 60 1,500 58.08 1475.48 1.76 44.71 61.61 1,564.90 - Ring-Tite fittings are injection molded in most configurations up to 375mm(15)nominal diameter. Larger sizes are fabricated from sections of pipe. Installation Please consult with our PVC Sewer Pipe and Fittings Installation Guide for complete installation information including: • Receiving and Handling Pipe Shipments • Assembling IPEX Joints • Trench Preparation • Curvature of the Pipeline • Lowering Pipe and Fittings into Trench • Cutting and Chamfering the Pipe The guide is available at www.ipexna.com www.ipexna.com Toll Free:800 463-9572 3 a'4 • Ring-Tice About IPEX About the IPEX Group of Companies As leading suppliers of thermoplastic piping systems,the IPEX Group of Companies provides our customers with some of the world's largest and most comprehensive product lines.All IPEX products are backed by more than 50 years of experience.With state-of-the-art manufacturing facilities and distribution centers across North America,we have established a reputation for product innovation,quality,end-user focus and performance. Markets served by IPEX group products are: • Electrical systems • Telecommunications and utility piping systems • Industrial process piping systems • Municipal pressure and gravity piping systems • Plumbing and mechanical piping systems • Electrofusion systems for gas and water • Industrial,plumbing and electrical cements • Irrigation systems • PVC,CPVC,PP,PVDF,PE,ABS,and PEX pipe and fittings Products are manufactured by IPEX Inc.and distributed in the United States by IPEX USA LLC. Ring-Tite"is a trademark of IPEX Branding Inc. This literature is published in good faith and is believed to be reliable. However,it does not represent and/or warrant in any manner the information and suggestions contained in this brochure.Data presented is the result of laboratory tests and field experience. A policy of ongoing product improvement is maintained.This may result in modifications of features and/or specifications without notice. A ipexna.com I PEX Toll Free:800 463-9572 byalaxis 4 of 4 SANI-21 TM BIT ITEM A43 PVC SEWER PIPE SPECIFICATION DATA D3034 & F679 SEWER SPECIFICATION DATA RIEBER JOINT ILLUSTRATION Diamond gravity sewer pipe 4 inches through 60 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 in `—D —~', accordance with ASTM D1784.Diamond PVC Sewer Pipe meets all the dimensional, nIi (0........______ chemical,and physical requirements as outlined in ASTM D3034 and ASTM F679. A listing to CSA B182.2 is available for most of these sizes.A complete listing by A 111111 B t manufacturing plant is available upon request. I MI % 0.."" si The pipe sizes 4 inches through 60 inches are made with an integral bell"water- tight"joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth.Diamond furnished lubricant is to be used in the joining process. SANI-21 TM PHYSICAL PROPERTIES OF ASTM D3034&F679 ,•1 1111:411.: ASIMTEST . , Minimum 12454/12364 A '. " • o PIPE MATERIALS: t '�� PIPE SHALL BE MADE OF PVC PLASTIC HAVING A MINIMUM CELL CLASSIFICATION r' OF 12454 OR 12364 AS DEFINED IN SPECIFICATION D1784. `e Specific Gravity D792 1.40/1.40 Tensile Strength,psi D638 7,000/6,000 -i r Tensile Modulus,psi D638 400,000/500,000 i s . 1 IZOD Impact Strength, D256 .65ft.,lb./in. r * 1 • SHORT FORM Specification For Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or P5 46 or PS 115 r` All PVC Solid-Wall Sewer Plpe shal be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679.All PVC Sewer Pipe must meet dimensional,chemical,and physical requirements as outlined in ASTM D3034 orASTM F679.Joints shall meet the ` e {s- \, requirements of ASTM D3212 and shall be formed using Rieber Technology.PVC Sewer Pipe shall be installed 01'i according to the requirements of ASTM 02321,Uni-Belrs Uni-Pub 6 and the manufacturer's recommendations. ��s .t .0 4 ii0 al co ,,,,...ja0 7.:i dpcpipe.com I 1-800-PVC-PIPE r SANI-21 TM D3034&F679 SEWER SPECIFICATION DATA Nominal Pipe Size A• • t, t ' in. (mm)•' `• Outside Diameter Belif SockekDiameter'• k• Insert Mark Min:Wall Thickness Min:Wall Thickness Inches' Inches • ' Inches;` SDR26/PS115^ SDR35/PS46 eInches: Inches D-3034'PIPE DIMENSIONS 4"(100) 4.215 5-1/4 4" 0.162 0.120 J 6"(150) '6.275 1 7-1/2 4-1/8" 0.241 1 0.180 , 8"(200) 1 8.400 9-7/8 4-7/8" 0.323 0.240 10"(250). 110.500 12-3/8 5-1/4" 1 0.404 0.300 12"(300) 12.500 14-5/8 5-1/2" 0.481 0.360 15"(375) 15.300 18 4-5/8" 0.588 0.437 F-679 PIPE DIMENSIONS 18"(450) 18.701 21-3/4" 7-3/4" 0.671 0.499 T 21"(525) ; 22.047 • 1 25-1/2" ; 8-1/2" 1 0.791 ' 1 0.588 24"(600) 24.803 1 28-3/4" 10" T 0.889 0.661 27"(675) ` 27.953 . ` 1 32-1/2" 11-1/8" ( 1.002 1 0.745 30"ciod(750) 32.000 37-1/4" 13-5/B" 1.148 0.853 36"ciod(900) ; 38.300 , 43-1/4" • ' 13-7/8" ' 1.373 1 1.021 , 42"ciod(1050) 44500 53" 16-3/4" 1.596 1.187 48"ciod(1200) j 50.800 • 60" 1 16-7/8" • 1.822 j 1.355 54"clod(1350) 57.560 67" 14" 2.064 1.535 60"clod(1500), 3 61.610, ;j 72" + 18" 2.210 f 1.643 SAN I-21 TM LOADING ASTM D3034&F679 LOADING CHART(SDR35/PS46) ', f • Niiminal'Pipe Size Outside°Diameterry .Bund)e, 'Feet Per Truckload; in: (mm)` Inches. ' Quantity, 74' `.,ZO",• r S DR35/PS46 ` 4"(100) 4.215 69 23,184 24,288 6"(150) i 6.275 24/32 - 1.10,080 11,264 8"(200) 8.400 18/24 5544/6048 5808/6336 10"(250) 110.500 1 12/15 i 3402 - 3564_ 12"(300) 12.500 16 2688 2816 15"(375) 115300 `6 _ ; 1512 . 1584 18"(450) 18.701 2/3/4/6 J 1050 1100 21"(525) ' 1 22.047 ;4 f 672 704 24"(600) 24.803 4 504/672 704 27"(675)' 27.953 1 3 j 378 30"(750) 32.000 3 .378/252 36"(900) . i 38.300 2 . 168 I. , 1 42"(1050) 44.500 2 168 48"(1200) 1 50:800 ! 1 • ' 84 . 54"(1350) 57.560 1 42 60" (1500) 1 61.610 "1 - 1 1 42 Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchases' "Possession of this page does not constitute an offer of sale' "Tolerance of+/-1/4"allowed dpcpipe.com I 1-800-PVC-PIPE BIT ITEM A43 P.O.Box 3300,Term."A" 4507 LeSaint Court London,Ont.Canada Fairfield,Ohio USA N6A 4K3 45014 (519)681L2140 (513)942-9910 1-800-265-1815 1-800-523-3539 Fax(519)681-2156 Fax(513)942-9914 MULTI FITTINGS Engineered Tough Tre rig += h Toa,.� g h SDR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE Scope: This letter of compliance covers Multi Fittings requirements for 4"through 42"(100 mm— 1050 mm) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials(ASTM), CSA International(CSA)and the International Association of Plumbing and Mechanical Officials (IAPMO). Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B182.1 and CSA B182.2 and is suitable for the non-pressure drainage of sewage and surface water. They can also be used in applications involving subsurface drainage. Material: Rigid PVC Poly(Vinyl Chloride)used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784,Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with either of the following requirements: ASTM F 477 "Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe" for low-head applications for rubber gaskets ASTM F 913 "Standard Specification for Thermoplastic Elastomeric Seals (Gaskets)for Joining Plastic Pipe" for TPE gaskets Molded Fittings: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B182.1 "Plastic Drain and Sewer Pipe and Pipe Fittings" CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type)" IAPMO "Uniform Plumbing Code" it MULTI FITTINGS Page 2/... Trench Tough SDR35 Gasketed Sewer Fittings Fabricated Fittings: Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are made from segments of pipe conforming to the following standards: ASTM D3 034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 679 "Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B 182.2 "PVC Sewer Pipe and Fittings (PSM Type)" Note: Molded components meeting the requirements listed above may also be used as part of the fabricated fitting. Markings: Trench Tough SDR35 Gasketed Sewer Fittings are marked as prescribed in the above applicable standards to indicate size of the fittings,material designation, compliance to standard, and manufacturer's name or trademark. Color Coding: Gaskets for Trench Tough SDR35 Gasketed Sewer Fittings are black. Yours truly, Frank York) Senior Vice President, Operations , Issue Date: 2013-06-12