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150 <br /> 100% Satu ation <br /> 145 <br /> 140 <br /> 135 <br /> 130 <br /> 125 <br /> W120 <br /> Q <br /> A115 <br /> 110 <br /> 105 <br /> 100 —2.70 <br /> SPC GRV <br /> SPC GRV <br /> 95 <br /> 900 5 10 15 20 25 30 <br /> MOISTURE CONTENT(%) <br /> Test Location: CURVE 7 @ 0 feet <br /> Material Description: BROWN GRAVELLY SILTY SAND <br /> Test Method : ASTM D-1557 "C" <br /> Optimum Moisture Content = 8.0 % <br /> Maximum Dry Density = 129.4 pcf <br /> COMPACTION DIAGRAM PLATE <br /> K L E I N F E L D E R FOUNDATION LAYER <br /> Dratted By: Kcc Project No.: 20-1008-36 CORRAL HOLLOW SANITARY LANDFILL 9 <br /> Date: 1/24/96 Re Number: K0015 SAN JOAQUIN COUNTY, CALIFORNIA <br /> Copyright KkWeHer,Inc.19% <br />