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ISO 100% Satuiation <br /> 145- <br /> 140 <br /> 135 <br /> 130- <br /> 125 <br /> 120 <br /> 115 <br /> 110 <br /> 1"S <br /> 2.70 <br /> 100 SPC GRV <br /> SPC GRV <br /> 95 =2.65 <br /> 901 <br /> 0 5 18 15 20 25 30 <br /> MOISTURE CONTENT <br /> Test Location: CURVE 4 @ 0 feet <br /> Material Description: BROWN GRAVELLY SILTY SAND <br /> Test Method : ASTM D-1557 "C" <br /> Optimum Moisture Content = 6.8 % <br /> Maximum Dry Density = 135.9 pcf <br /> COMPACTION DIAGRAM PLATE <br /> k1l K L E I N F E L D E R FOUNDATION LAYER <br /> Drafted By: KCC I Project No.: 20-1008-36 CORRAL HOLLOW SANITARY LANDFILL 6 <br /> j ®ate: 1/24/96 Re Number: K0015 I SAN JOAQUIN COUNTY, CALIFORNIA <br /> Copyright KkWelder,Inc.1996 <br />