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Moisture-Density (Proctor) Test Report <br /> 160 <br /> 150 • <br /> 3.7%. 140.4 pc i <br /> 140 <br /> U <br /> a <br /> U <br /> C - <br /> N <br /> II <br /> 0. <br /> ) 130 ZAV for <br /> Sp.G. <br /> Sp. _ <br /> • 2.65 <br /> 0 <br /> a) <br /> C7 • <br /> 0 <br /> 0 <br /> 0 120 <br /> a <br /> • <br /> N <br /> 110 <br /> .c 1 2.5 4 5.5 7 8.5 10 <br /> Lo Water content, <br /> 0 <br /> --s- -- Rock Corrected '> - Uncorrected <br /> 3 Test specification: ASTM D 1557-12 Method C Modified <br /> ASTM 04718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. S p G. LL PI %> %< <br /> — Depth USCS AASHTO Moist. 3/4 in. No.200 <br /> 0 <br /> x <br /> GW 22 3.3 <br /> - <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> 2 Maximum dry density= 140.4 pcf 134.7 pcf WSDOT 9-03.9(3)Crushed Surfacing Base <br /> a Course <br /> o well-graded gravel with sand <br /> Optimum moisture=3.7% 4.5 /o <br /> a- <br /> o Project No. 18-0297 Client: Port of Everett Remarks: <br /> Project: Cargo Transit Shed Relocation SPG:Assumed <br /> Everett,WA 98208 Date: 6-18-18 <br /> o O Loc.:Cadman-Granite Falls(D-344)-Sampled from pit stockpile <br /> n <br /> rn ' ceoTe'1 <br /> n�mwassa <br /> vnrw.:ffi�Tb .xa+ <br /> . Figure SP002 <br /> Tested By: TG _ _ Checked By: BF <br />