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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-5 @ 28'-30' <br /> Description: Orange Brown, F.M. Sandy Clay <br /> Method: A Mold Volume(cf): 0.0333 Blows: 25 Layers: 5 <br /> Specimen A B C D E <br /> Total Wet Wei ht Ibs 3929 3950 3807 3900 <br /> Weight of Mold Ibs 1813 1813 1813 1813 <br /> Wet Weight of Soil Ibs 2116 2137 1994 2087 <br /> Wet Density cf) 139.9 141.3 131.9 138.0 <br /> Moisture Can No. <br /> D Weight <br /> Moisture Content % 10.4 12.6 8.5 1 14.5 <br /> D Densi cf 126.8 125.5 121.5 120.5 <br /> 140 <br /> 135 <br /> Maximum Dry Density: 127.0 pc <br /> Optimum moisture : 11.0 % <br /> 130 <br /> 125 <br /> U <br /> Q <br /> 120 <br /> N <br /> i� <br /> 115 <br /> 110 <br /> 105 <br /> 100 US i <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 />