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MAXIMUM DENSITY TEST ASTM D1557 <br /> Job Name Forward LF Date: 5/27/2005 <br /> Job No. 2005-082 By: SE <br /> Boring/Sample No. ASB-2 @ 23'-25' <br /> Description: Brown, Silty Clay w. F.C. Sand <br /> Method: A Mold Volume(cf): 0.0333 Blows: 25 Layers: 5 <br /> Specimen A B C D E <br /> Total Wet Weight lbs 3934 3888 3887 3788 <br /> Weight of Mold lbs 1813 1813 1813 1813 <br /> Wet Weight of Soil lbs 2121 2075 2074 1975 <br /> Wet Density(pcf) 140.3 137.2 137.2 130.6 <br /> Moisture Can No. <br /> Dry Weight <br /> Moisture Content % 13.2 15.3 11.2 9.3 <br /> Dry Density(pcf) 123.9 119.0 123.4 119.5 <br /> 140 <br /> 135 <br /> Maximum Dry Density: 124.5 pc <br /> Optimum moisture : 12.5 % <br /> 130 <br /> 125 <br /> U <br /> Q <br /> c 120 <br /> O <br /> i <br /> 115 <br /> 110 <br /> 105 <br /> 100 <br /> 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 <br /> Moisture Content(%) <br /> Geologic Associates <br />