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KC-15-629 - CSBC 2379 - Dated 10-26-15
King County* M MUmUe AvC. Nb, 13U, D Debi. of Ti zwslvurCation Remon, WA 98056-4199 IQ Phone: 206.296.7709 1Vlaterials LaGuratory King County ra.: Lu6.LJ6.uI /N Aggregate Test Data Project: City of Renton -Logan Avenue N. Type of Material: CSBC #2379 Purpusu ut Sample: A�xuWantC Sampled At: Pit Stuapilu Name and Lut aatiun of Suurue: IGUN AURUM I utal weight: 15.69 NU 771 Retained Requirud Percent Peru(--nt Sieve Weight Spec.• 11/2" 0.00 KC -15-629 100 10/26/2015 11/4" 0.00 99-100 100 #60 ill 0.23 80-700 99 100 314-" 1.3 7.5 92 1 93 5T " 3.04 _ 50-80 81 92 1/2" 5.72 64 92 3/8" 8.13 L 48 96 1/4" 10.38 34 97 #4 11.36 25-45 28 97 Fract. Wt. Avg. + #4: Fracture Spec: Dust Ratio: Dust Ratio Spec: Sana tquivalent(AASHTO T176): SE Spec 94 15 til 40 min _X_meets Material specifications. does not meet Reviewed By. �' ^ JQ Approved for Distribution By: ateriais engineer Inspector Remarks Project Na1116et: 1126896 Ealy Sample Naml5er: KC -15-629 Date Sampled: 10/26/2015 Sampled By: CW Pit #: A-464 S065ample vVeight: 374.2 g _ • _ • sievu vVeignt speu.• #10 108.8 18 #20 177.4 3-18 1 12 o #40 221.1 8 0 #60 252.2 5 0 #100 270.8 4 #200 Wash (AASHTO T11A): Mass Before: 3616.4 g Mass After. 3511.5 g #200 7.5 max. 2.9 Remarks: Ref • (AASHTO T2, T11(A), T2T T176 T24$ TP61) WSDOT 9-03.9(3) Date. , 27,2015 Tested By: William S. Parsons Distribution: City of Renton -Logan Ave N. Kebiaent Engineer Projejet Lngineer Const. R'amin Contractor Pit L09 Mat Lab File. Fan Fax � o � 0 � 0 � O City of Renton -Logan Ave N. Kebiaent Engineer Projejet Lngineer Const. R'amin Contractor Pit L09 Mat Lab File. Fan 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,-_,