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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: AS-EX1 <br />Sample Type: M Undisturbed Remolded <br />Saturation <br />By:LD <br />n <br />Soil Type: Sandy Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br />In!. Height (in.) : 2 Final 10 7 -0.5 6.8 <br />Ini. Diam. (in.) : 2.41 Height (in.) : 2.02 20 17 -0.5 7.5 <br />Wet + Tare (grams): 348.7 Diam. (in.) : 2.4 30 27 1 1 1 1.5 1 2.9 <br />Tare (grams) : 92.8 Wet Weight (gr.): 290.8 40 37 37 0 0.8 <br />Water Content (%) : 11.6 Water Content (%): 26.8 <br />Dry Density (pcf): 95.7 Dry Density (pcf): 95.6 Consolidation <br />42 37 1 -0.5 <br />Cell <br />Pressure <br />(psi) <br />Back <br />Pressure <br />(Top) <br />Back <br />Pressure <br />(Bottom) <br />Pressure <br />Difference <br />(psi) <br />Top Bottom <br />Burette Burette Date&Time h (cm) Q (cc) <br />(cc) (cc) Start/Stop ho/h, Top/Bolt. <br />Test Time, <br />t (sec) <br />Coefficient of <br />Permeability, k <br />(cm/sec) <br />Remarks (UA) <br />42 <br />37.5 <br />36.5 <br />1 <br />0 24 5/20/2005 9:15 27.48 2 <br />700 <br />5.3E-06 <br />5.1308 <br />29.17155456 <br />2 22 5/20/2005 9:27 22.9 2 <br />42 <br />37.5 <br />36.5 <br />1 <br />2 22 9:27:00 22.9 3.4 <br />1395 <br />4.8E-06 <br />5.4 18.6 9:50:15 15.114 3.4 <br />42 <br />37.5 <br />36.5 <br />1 <br />0 24 9:51:15 27.48 4 <br />1505 <br />5.0E-06 <br />4 20 10:16:20 18.32 4 <br />5.0E-06 <br />(Average) <br />k _ aL in h o <br />2 At hi <br />Geologic Associates <br />