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Moisture-Density (Proctor) Test Report <br /> 145 <br /> 140 <br /> 6.7%. 138.1 pc <br /> .6%. 131..8 pcd <br /> 135 <br /> 6 • <br /> o_ <br /> C <br /> 6 <br /> U -0 • <br /> • <br /> 130 - <br /> n a ZAV for <br /> o Sp.G. = <br /> 0 2.65 <br /> C� <br /> 0 <br /> TI <br /> 125 <br /> n <br /> c I <br /> 120 <br /> Q 1.5 3 4.5 6 7.5 9 10.5 <br /> _c0., Water content, % <br /> 0 <br /> -Rock Corrected c> -Uncorrected <br /> 3 Test specification: ASTM D 1557-12 Method C Modified <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 3/4 in. No.200 <br /> 13 5.8 <br /> -a <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> 2 Maximum dry density= 138.1 pcf 134.8 pcf Structural Fill french Backfill <br /> Optimum moisture=6.7% 7.6 <br /> o Project No. 18-0297 Client: Port of Everett Remarks: <br /> >. Project: Cargo Transit Shed Relocation SPG:Assumed <br /> E I Everett,WA 98208 Date: 6-14-18 <br /> o 0 Loc.:Native-Sampled from site stockpile Sample No.:3695A <br /> 1$111caeo re5T <br /> i— Figure SP001 <br /> Tested By: TG/JP -_ Checked By: BF <br />