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Sample No: <br />(g) <br />(g) <br />(g) <br />(g) <br />(g) <br />(g) <br />(%) <br />(pcf) <br />(pcf) <br />Preparation Method: <br />Project No.: W1895-88-01 <br /> Checked by: ACS <br />COMPACTION CHARACTERISTICS USING <br />MODIFIED EFFORT TEST RESULTS 625 CYPRESS AVENUE <br />SANTA ANA, CALIFORNIAASTM D-1557 <br />Apr 24 Figure B20 <br />5 6 <br />Wt. Compacted Soil + Mold 6270 6246 6222 6130 <br />TEST NO. 1 2 3 4 <br />Net Weight of Soil 1988 1964 1940 1848 <br />Weight of Mold 4282 4282 4282 4282 <br />Dry Weight of Soil + Cont. 2157.0 2111.2 2149.6 2097.0 <br />Wet Weight of Soil + Cont. 2379.5 2364.5 2331.4 2240.0 <br />Moisture Content 12.5 14.6 10.3 8.3 <br />Weight of Container 377.8 378.1 378.1 377.8 <br />Wet Density 131.6 130.0 128.4 122.3 <br />A <br />Maximum Dry Density (pcf)117.6 Optimum Moisture Content (%)11.4 <br />B1+B3@0-5'Sandy Clay (CL) <br />Dry Density 117.0 113.4 116.5 112.9 <br />100.0 <br />105.0 <br />110.0 <br />115.0 <br />120.0 <br />125.0 <br />130.0 <br />0.0 5.0 10.0 15.0 20.0 <br />Dr <br />y <br /> <br />D <br />e <br />n <br />s <br />i <br />t <br />y <br /> <br />( <br />p <br />c <br />f <br />) <br />Moisture Content (%) <br />S.G. 2.65 <br />S.G. 2.7 <br />S.G. 2.75