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HomeMy WebLinkAboutKC-15-664 - CSTC #RCR26 - Dated 11-20-15King County IJ_1 MVIIIDG AVG. IVC, tile- u Dunk. of Transpurtatiun Renton, WA 98056-4199 La. 11hone: 106.196.7709 Maturials Laburatury Kir bounty ra.: 2e6.296.ei i9 Aggrega e Test Data Pruject: Gity or Hentvn-Logan Avenue N. I ype of Material: GST—C #HGH26 Purpose of Sample: Acceptance Sampled At: Pit Stockpile Dame and Location of Source: Pruject Numl)er: 1126896 EaB Sample Dumber: RG -15-664 Uate Sampled: 11/20/2013 Sampled By: GW Renton Recyclers, Renton Pit #: A-1 Total Weight: 3321.0 g Retained Required Percent Percent Sieve Weight Spec. Passing Fractured 31" a.0 88-1UU 1U0 0 5/tf " 14.6 700 51 17Z'" 140.1 8U-1 UU 96 88 3%8'" 481.0 S5 85 1/4" 1U28.6 0 87 #4 1834.1 46.66 60 88 #10 189$.2 40 #40 2842.4 8-24 14 #I UU 3122.0 b Fracz. Wz. Avg. T #4: Fracture Spec: 675f96- 75% Dust Ratio: Dust Ratite SpGti: Sand Equivalent(AASHTU T176): b9 SE Spec: 40 min X meets Material speciticatiuns. does 1 of meet 1 11 Reviewed By: Approved for Distribution By: A!�4 Materials Eng"r 00, Inspector Remarks: u5p-Weight: Retained Sieve Weight Required Percent Percent Spec. Passing Fractured 0 0 UU , Remarks: Ret (AASHTO T2, T11(A), T27, T176, T248, T1r1) WSDOT 9-03.9(3) Daie: »/z41zVio Tested By: Distribution: ME 0 0 City of Renton -Logan � Ave N. GW rsysi'aent Enyinvev PvV�ect Engineer ,onst. Admin. wnL a�tu� Pit Log Vlat Cab He =ax Fax K6.11 Count, 155 monroe Ave. IVP,131dt. D Dent. of Tron5l o. -Cation La WN,ton, WA 93uJ15,-4199 materials Laborstor, King G� ty Fhune: 206.296.7709 Maximum Qensfty carve Project: City or Renton - f'hghfands ro Lending Project Mum6er i mWiD Type of Material: M -Ae_v Lab Sample MurnOw Kt;-i4-349Kt;-i4-349ParpabH or 5ampla: N_Dale Sampled wzarzoig 5umpiea At: Mr Sampled By, JK Dame and Location or 500rca' Rill"ruff HV9;YcNTU Ph If A r Input Data Course Danaity (I MA3): 94.1 Rn'a D-analty (IbWflna): 113.2 I Coarse Specific Gravity 2.o2 15u We Spi-vm Gravity: 2.49 150 Results Passing #4 0 Maxbmum Density: 46.0 Maximum Density (Ibs/ft.'G)-. 129.o Passing #4 0 Minimum Density: 0.0 Minimum.: Denosty (ihsway 94.1 Percent Passing #4: 51,9 Approx. Opt. Moisture 114-0 12.3 Corrected Optimum Moisture 6.4 Corrected Optimum Moisture - (Approx. Opt. Moisture #4-0 X Percent Passing #4)/100 Yash #4 M 130 120 110 N lUU 90 so 7u Maximum Density curve u zu 4u 5u 8u 10C 7o Passing IN US sleve Remarks: Ret (WSDOT T-606, AASHTO T2, T11(A), T21, rz-qa) Unta: uaWTV IasterBy: Afew UTURU ui-stribution: Date(s): I# copies Reviewed By. 7� 1 Danaity Enukuar Approved for 1 File Distabution By: �'GS other RQvla0d 715708, vw 11murials own, Danaity cures Paas 04 Maximum Paas #4 Mar<Imum P905 #4 Maximum Pasa eq Maximum Yash #4 nniu rnum u 94.1 zu 1 UUM 40 121.9 60 125.0 80 117.5 7 94.0 zl 11 u.9 41 118.4 61 124.5 81 117.4 z a5.5 9'1 111.9 42 128.7 52 124.1 82 117.1 3 95.z 23 113.0 43 129.0 53 123.6 63 116.8 4 91.5 24 114.0 44 1z9.3 54 123.z 84 116.6 a a1.1 25 115.1 45 129.4 55 112.7 a5 116.4 0 90.4 zo 115.2 46 129 5 so 122.3 86 115.1 UU.1 z/ 11 /.z 47 11x.5 67 121.9 37 115.9 a 99.9 za 119.3 46 11x.4 Be 121.5 88 115.7 U luu.5 zu 119.3 49 119.1 69 121.1 89 115.4 I lul.4 3u 110.4 50 129.0 70 120.8 90 115.2 11 1 uz.1 31 1 z1.3 51 128,3 71 120.4 91 115.0 12 101.9 32 111.3 52 123.5 72 120.1 92 114.8 13 103.1 33 113.1 53 1P8.1 1 73 119.7 93 1146 14 104.15 34 124.0 54 127.3 74 119.4 n4 114.4 15 105.4 35 124.3 55 127,3 75 119.1 95 114.z 16 1011.3 36 125.5 56 126,9 76 118.8 us 114.0 17 107.z 37 '26.2 57 126.4 77 118.3 8/ i i1a 18 108.1 38 126.9 58 12o.0 to 1152 98 114.0 19 109.0 39 127.4 5a 125.5 IV 111.9 99 114.4 z0 109.9 40 127.9 ou 125.0 av 11 f-6 100 113.z Remarks: Ret (WSDOT T-606, AASHTO T2, T11(A), T21, rz-qa) Unta: uaWTV IasterBy: Afew UTURU ui-stribution: Date(s): I# copies Reviewed By. 7� 1 Danaity Enukuar Approved for 1 File Distabution By: �'GS other RQvla0d 715708, vw 11murials own,