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MAXIMUM DENSITY TEST ASTM D1557 <br /> Job Name Forward LF Date: 5/28/2005 <br /> Job No. 2005-082 By: MAX <br /> Boring/Sample No. ASBA @ 5'- 10' <br /> Description: Brown, Sandy Clay <br /> Method: A Mold Volume(cf): 0.0333 Blows: 25 Layers: 5 <br /> Specimen A B C D E <br /> Total Wet Weight Ibs 3826 3842 3762 3800 <br /> Weight of Mold(Ibs) 1848 1848 1848 1848 <br /> Wet Weight of Soil(Ibs) 1978 1994 1914 1952 <br /> Wet Density pc 130.8 131.9 126.6 129.1 <br /> Moisture Can No. <br /> Dry Weight <br /> Moisture Content % 14.7 16.7 12.7 18.5 <br /> D Density cf) 114.1 113.0 112.3 108.9 <br /> 140 <br /> 135 <br /> Maximum Dry Density: 114.0 pc <br /> Optimum moisture : 15.0 % <br /> 130 <br /> 125 <br /> U <br /> Q <br /> c 120 <br /> N <br /> Q <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 />