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HomeMy WebLinkAboutKC-15-629 - CSTC 2350 - Dated 10-26-15Kiug l;vunty 155 Monroe Ave. NE, Bldg D lce��loi�, wA 98056-4199 Dept. of '1'rnnsportation 1'1 ,r: 206.296.7709 Mutri iuls Laburnrury (Zing County Fax: 206.296.0179 Aggregate Test Data Prujeut: Wty uTRuntun-Luyan AvUtMg N. PNgvc;t Number: 1126896 I ype at Material: GS I c #Z350 [0 Sample Iqum5er: Rc-75-629 Purpose of Sample: Acceptance Date Sampled: 10/26/2075 Sampled At: Pit Stockpile Sampled By: GW Name and Eocaticn of Source: ICON Auburn Pit #: A -4V4 I utal VVClgHt: 78.20 ky _ • Peruemt _ • • 100 Sieve _ • vvt-iymt #40 278.3 3-24 11 #60 305.8 1" 0.00 3/4" 0 99-100 100 518" 0 80-100 _ 100 100 112" 0.73 95 86 3/8" 2.82 81 90 1/4" #4 6.05 60 93 7.86 46-66 48 95 Fract. Wt. Avg. + #4: 92 Fracture Spec: 75% Dust Ratio: Dust Ratio Spec: Sand Equivalent(AASHTO T176) SE Spec: W 40 min _X�meets Material speciticatiuns. CIuv5 nut muct Reviewed By: - 70Z2:7//5 Approved for Distribution By: J Materials Enylnue, Inspector Remarks- Subsample Weight: 360.4 g Retained Required Percent Percent • 970 745.7 29 #20 Z33.Z # Copies 17 #40 278.3 3-24 11 #60 305.8 7 #100 322.1 5 7 1 #200 Wash (AASHTO T11A): Mass Before: 2878.0 g Mass After.' 2747.2 g #200 1 10 max. 4.5 Remarks: Het: (AASH I U 12, 111(A), 1 Z7, 1116, /Z48, 1 H67) WSDOT 9-03.9(3) Date: 1012712015 Tested By: WWarn S. PatS0115 Distribution- Date(s): To* # Copies 7 1 7 1 City of Renton -Logan Ave N. Resident Engineer Project Engineer Const. Admin. Contractor Pit Log Mat Lab Hie Fax Fax 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,-_,