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Moisture-Density (Proctor) Test Report <br /> 130 <br /> 125 - , <br /> 9. %, 120.8 pc <br /> 120 <br /> U <br /> a <br /> U , <br /> C - <br /> — N <br /> ui 2 <br /> 5 - I ZAV for <br /> a' 0 115 l - 111.4%. 114.5 pc' Sp.G._ <br /> u) • <br /> V) 2.65 <br /> o • • <br /> a> <br /> I <br /> • <br /> 110 • <br /> 105 4 6 8 10 12 14 16 <br /> a� <br /> g Water content, % <br /> ' •—-Rock Corrected (J Uncorrected <br /> 0 <br /> L <br /> Test specification: ASTM D 1557-12 Method A Modified <br /> ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> c <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL <br /> PI <br /> 7, p #4 No.200_ <br /> - - <br /> SP-SM A-1-b NV 17 5.7 <br /> -a <br /> c.) ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> o Maximum dry density= 120.8 pcf 114.5 pcf Structural Fill/Trench Backfill <br /> a� poorly graded sand with silt and gravel <br /> a` <br /> m Optimum moisture=9.7% 11.4% <br /> .0 <br /> o Project No. 18-0297 Client: Port of Everett Remarks: <br /> Project: Cargo Transit Shed Relocation SPG:Assumed <br /> E m Everett,WA 98208 Date: 7-18-18 <br /> o O Loc.:Native-Sampled from site stockpile Sample No.:3801A <br /> a <br /> Nelm <br /> n <br /> NeoTe5T ,.r,YA,,,a7: <br /> i Figure SP005 <br /> Tested By: TG Checked By: BF <br />