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I <br /> 4 i Z <br />� F s <br /> 150 <br /> 145 <br /> 140 <br /> 135 <br /> 130 <br /> V <br /> 125 <br /> z \ <br /> f <br /> 0 120 <br /> } <br /> 0 115 <br /> 100% Saturation Line <br /> i <br /> i 110 <br /> i <br /> 105 <br /> t <br /> I <br /> i 100 <br /> f <br /> = 2.70 <br /> 95 'Spc Gry <br />{ <br /> j Spc Gry <br /> a 902.650 5 10 15 20 25 30 <br /> MOISTURE CONTENT M <br /> OPTIMUM MAXIMUM <br /> DEPTH MOISTURE DRY DENSITY TEST MATERIAL <br /> LEGEND: SOURCE (ft) M (pcf) METHOD DESCRIPTION <br />+ 98 0.0 9.3 127.4 ASTM D-1557(44)REMOLDED BROWN SANDY SILTY CLAY <br /> 4 <br /> I <br /> i <br /> 7 <br /> COMPACTION DIAGRAM PLATE <br /> RIK L E I N F E L D E R DSS PIT <br /> SAN JOAQUIN COUNTY, CALIFORNIA 10 <br /> Drafted By: KCC Project No.: 20-2245-34.M03 <br /> Date: 317100 File Number: K0774 <br /> Copyright Klehytkier,Inc.2000 <br /> t <br />