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150 <br /> X100% Satuiation <br /> 145 <br /> 140 <br /> 135 <br /> 130 <br /> 125 <br /> 120 <br /> 115 <br /> 110 <br /> 105 <br /> 2.70 <br /> 100 SPC GRV <br /> SPC GRV <br /> 95 =2.65 <br /> 901 1 <br /> 0 5 10 Is 20 25 jo <br /> MOISTUM CONTENT <br /> Test Location: CURVE 2 @ 0 feet <br /> Material Description: BROWN GRAVELLY SILTY SAND <br /> Test Method : ASTM D-1557 "C" <br /> Optimum Moisture Content = 8.3 % <br /> Maximum Dry Density = 134.0 pcf <br /> COMPACTION DIAGRAM PLATE <br /> kNj K L E I N F E L D E R FOUNDATION LAYER <br /> Drafted sy: c"Project No.: 20-1008-36 CORRAL HOLLOW SANITARY LANDFILL 4 <br /> jDate: 1/24196 File Number: K0015 SAN JOAQUIN COUNTY, CALIFORNIA <br /> Copyright KkWdder,Inc.IM <br />