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Moisture-Density (Proctor) Test Report <br /> 145 ,_ <br /> 7.4%, 137.7 so' •.8%.1 9.8 pctl <br /> 140 - <br /> 135 <br /> U <br /> a <br /> U :. <br /> C .- <br /> crC <br /> a) -O • <br /> Z <br /> u) 130 <br /> n <br /> 0 <br /> 0 <br /> a) <br /> CD <br /> o • • <br /> • <br /> Ti 125 ZAV for <br /> o Sp.G. = <br /> a 2.65 <br /> m <br /> c <br /> o <br /> 3 <br /> `0 120 <br /> .a 0 2 6 8 10 12 <br /> £ ater content, % <br /> • -Rock Corrected o- -Uncorrected <br /> 0 <br /> s <br /> '' Test specification: ASTM D 1557-12 Method C Modified <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> '5 Elev/ Classification Nat. %> %< <br /> c <br /> .�, Depth USCS AASHTO Moist. Sp.G. LL 3/4 in. No.200 <br /> SP 9 — 2.9 <br /> o <br /> 8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> a <br /> -o WSDOT 9-03.12(3)Gravel Backfill for Pipe <br /> n Maximum dry density= 139.8 pcf 137.7 pcf Zone Bedding <br /> 7 <br /> a, Optimum moisture=6.8% 7.4 4 /o o poorly graded sand with gravel <br /> .a <br /> o Project No. 18-0297 Client: Port of Everett Remarks: <br /> c Project: Cargo Transit Shed Relocation SPG:Assumed <br /> E 0 Everett,WA 98208 Date: 6-18-18 <br /> 0 o Loc.:Cadman-Granite Falls(D-344)-Sampled from pit stockpile <br /> a <br /> coeOTTG T ; '. ._ <br /> F- Figure SP003 <br /> Tested By: TG Checked By: BF - <br />