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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -3 @ 13'- 15' By:LD <br />C ,,.,,,ie 'r---- I-1 I Inrlie+i mhaA dM RPmniriari <br />Saturation <br />.-..... .r.. .Ir - ' - <br />Soil Type: Sandy Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br />Ini. Height (in.) : 2 Final 10 7 -2.2 5.1 <br />W. Diam. (in.) : 2.85 Height (in.) : 1.975 20 17 -1.8 3.6 <br />Wet + Tare (grams): 405.7 Diam. (in.) : 2.863 30 27 -1 1.2 <br />Tare (grams) : 0 Wet Weight (gr.): 429.2 40 37 37 -0.2 0.5 <br />Water Content (%) : 16.5 Water Content (%): 23.2 <br />Dry Density (pcf): 104.0 Dry Density (pcf): 104.4 Consolidation <br />45 37 2 -0.8 <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 (L/A) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 5/31/2005 8:35 27.48 7.7 <br />2470 <br />4.3E-06 <br />5.0165 <br />41.51258578 <br />7.7 16.3 5/31/2005 9:16 9.847 7.7 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 9:17:30 27.48 5.6 <br />1890 <br />3.9E-06 <br />5.6 18.4 9:49 14.656 5.6 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 9:50:25 27.48 5.7 <br />1960 <br />3.9E-06 <br />5.7 18.3 10:23:05 14.427 5.7 <br />4.0E-06 <br />(Average) <br />k J aL In h,, <br />2 At h <br />GeoLogic Associates <br />