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HomeMy WebLinkAboutKC-09-648 - Gravel Backfill #2220 - Dated 11-10-15Klieg Cvuuty 155 Monroe Ave. NE, Bldg D LQI {Cu(vu_ WA v8UJb-41`9`9 Dept. of TrsusNurtstiwt Phone: 206.296.7709 Materials Laboratory King County rax: /_06.196.0179 Aggregate Test Data Project: City of Renwn-Logan Avenue N. Type of Material: Gravel Backfill for Drains #2220 Parpuse of Saamplu: Acceptance Sample Samplca At: Pit $ u kpire Nand and Location of Soured: IGUN AUDUM I utal wdyht: 37v5.Z Y Retained Required Percent Percent Sieve Weight Spec.• Fractured 1126896 Lab Sample Number: KC -09-648 Date Sampled: ijhu/2uj5 T 0.0 89.100 700 3%4" 228.0 80-100 84 0 518" 582.8 84 1/2" 1365.8 63 3/8" 2124.3 0-40 43 #4 3582.7 0-4 3 #10 3684.3 1 #4u sdy7.4 u #700 3700.2 0 Fract. Wt. Avg. + #4: Fracture Spec: Dust Ratio: Dust Ratio Spec: Sand Equivalent(AASHTO Ti i6): SE Stec: X meets specifi does not meet Reviewed By: Approved fur Distribution By: pw/ atenals tng:neer Inspeutur Remarks: Project Num5er: 1126896 Lab Sample Number: KC -09-648 Date Sampled: ijhu/2uj5 Sampled By: CW Pit #: A-4644 Sabsample Wdyk . Retained Required Percent Percent Sieve Weight Spec. Passing Fractured 00 , , , !Mass Before: I Mass After. 3703.1 g � 0 � Remarks: IfieC (AASH 1 U 12, 111(A), 127, 11 T6', 1248, 1K67) Gravel Backfill for Drains Y-V3.7z(4) Date: 11/13/2015 Tested By: CW Distribution: MEN. � 0 � 0 � 0 City of Renton -Logan Ave N. Resident Engineer Droject Engineer , UM,,t. Admin. -ontractor Sit loy Oat Lab File =ax =ax ping Count., IBJ Mimic Ave. FII.. Mil ; D Dept. in i ransportatinn Kenton, WA Agin -4 i vy Meeteriols Laborniory King Coun>cy 206.196.7709 Maximum Density Curve Project: c ty at flan • aAve N. Project Number. i YoWo Type of Material: Gravel frunuff #2= Lab Sample Number. KC-i5•ooa Purpose of Sample: AM. I. V)WI_ I &V III MHz Banally L.UIVUData Sampled t t/1dV W5 Sampled At: P17 Sampled By. WSP Name and Location of Source: 11;DIy AuDUM Pit f►: A-464 Input Data Coarse Density (ioarriv)• 107.3 Fine Density (Ibsen^3) 120.1 coarse Speafia gravity. 2.1u Fine Speatt; Grayly: 2.68 Results 'Passing A4 (a me.1ma,i, Denalty: 41,0 MOMMUm Density (16WI`I^3)_ 1390 Passing #4 0 Minimum Density° 0.0 Minimum Density (Ibs/It19)° 1073, Percent Passing M4: 80A Approx. Opt. Moisture 114.0: 8.3 Corrected Optimum Moisture: 4.2 Corrected Optimum Moisture - (Approx. Opt. Moisture k4-0 X Percent Passing 04)/100 i Maximum Densky Cure 150 -r 140 < 13u _ 120 110 w 100 - .- 4-- 9u 70 �i -•, v zu 4u 8u 80 100 y. Passing #4 D5 Sieves � Memanf3 Her' (WSDOT T-606. AASHTO T2. T11(A). T27 TM-) Date: 11/76/15 t esfea ey. WIIIISM 5. Persons Movibution: Date(s)e x copies y Reviewed By: 1 Density Engineer 1 Approved for 1 File Distri6utiui-, By; viner Revised 2/1/08 vw 4Matedah EfU,-_, Doi aity GGrvou Pass w4 Maximum P1188 114 MINAIMUM Pea. p4 Maximum Pass #4 Maximum Paas N4 IVINAI num u 107.3 20 124.5 40 138.0 80 130.6 8u 123.1 1 108.0 21 125.5 41 138.0 til 130.2 81 123.5 z 108.8 2z 12o.6 42 138.8 62 129.1 62 123.3 3 109.6 23 121.0 43 138.8 63 129.3 1 33 123.0 4 110.4 24 128.1 i 44 138.5 64 128.8 84 122.8 5 111.1 z5 129.1 45 138.3 65 128.4 85 122.6 6 111.9 zo 13u.1 45 137.9 66 128.0 8r3 122.4 7 112.7 1 Z1 131./ 47 137.5 67 121.6 81 12z 3 8 113.5 z8 13Z.6 48 137.1 68 121.3 88 122.1 9 114.4 z8 1335 49 136.6 69 1 z6.a 89 121.8 10 115.2 30 134.3 50 136.1 1v 126.5 90 121.7 11 11 am 31 135.1 51 135.5 11 120.2 91 121.8 12 116.9 32 1358 52 135.0 1z 125.8 92 1z1.4 13 111.5 33 136.5 53 134.4 15 1z5.6 93 121.2 14 118.1 34 137.1 54 133.9 14 125.3 94 121.1 15 119.11 35 137.6 55 133.3 15 125.0 95 1 120.9 16 lzu.5 36 138.0 56 132.7 10 124.1 96 120.8 11 121.5 1 37 138.1E 57 ,;u,2 r1 124.5 97 120.6 18 1 zz.4 38 138.7 58 151.6 18 124.2 98 1204 19 1L3.5 39138.9 59 151.1 19 124.0 99 120.3 zv 1 Z4.5 4a 139.0 60 130.6 8v 123.7 1 100 1 120.1 Memanf3 Her' (WSDOT T-606. AASHTO T2. T11(A). T27 TM-) Date: 11/76/15 t esfea ey. WIIIISM 5. Persons Movibution: Date(s)e x copies y Reviewed By: 1 Density Engineer 1 Approved for 1 File Distri6utiui-, By; viner Revised 2/1/08 vw 4Matedah EfU,-_,