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Moisture-Density (Proctor) Test Report <br /> 135 <br /> ZAV for <br /> Sp.G. = <br /> 2.65 <br /> 130 <br /> 0%, 128.4 •cj <br /> 125 <br /> U <br /> a <br /> - <br /> C <br /> a) D <br /> U T <br /> 120 - <br /> o e— <br /> m <br /> C� <br /> o • <br /> 115 <br /> - <br /> o_ <br /> a <br /> m <br /> C <br /> o` 110 <br /> a 0 1.5 3 4.5 6 7.5 9 <br /> L0 Water content, % <br /> 0 <br /> —0—-Rock Corrected 0 - Uncorrected <br /> 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 /> n Depth USCS AASHTO Moist. Sp.G. LL PI 3/4 in. No.200 <br /> m - <br /> SP 28 1.5 <br /> 8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> z <br /> WSDOT 9-03.14(1)Gravel Borrow <br /> 2Maximum dry density= 128.4 pcf 118.1 pcf poorly graded sand with gravel <br /> Optimum moisture=4.0% 5.2% <br /> .0 <br /> o Project No. 18-0297 Client: Port of Everett Remarks: <br /> c, Project: Cargo Transit Shed Relocation SPG:Assumed <br /> E <br /> ca Everett,WA 98208 Date: 6-19-18 <br /> o 0 Loc.:Cadman-Everett Pit(D-047)-Sampled from pit stockpile <br /> N �► oeoTe5T <br /> F _ Figure SP004 <br /> Tested By: TG Checked By: BF <br />