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4.0E-06 k = aL In h o <br />Averacae) 1 2 At h ; <br />Geologic Associates <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF <br />Job No.: <br />2005-082 <br />Sample: <br />ASB -3 @ 13'- 15' <br />By:LD <br />Sample Type: 0 <br />Undisturbed 40 Remolded <br />Saturation <br />Soil Type: Sandy Clay <br />Cell Pressure <br />Back P. <br />Pore P. <br />B <br />Cell Burette <br />Sample Burette <br />Ini. Height (in.) : <br />2 <br />Final <br />10 <br />7 <br />-2.2 <br />5.1 <br />W. Diam. (in.) : <br />2.85 <br />Height (in.) : <br />1.975 <br />20 <br />17 <br />-1.8 <br />3.6 <br />Wet + Tare (grams): <br />405.7 <br />Diam. (in.) : <br />2.863 <br />30 <br />27 <br />-1 <br />1.2 <br />Tare (grams) : <br />0 <br />Wet Weight (gr.): <br />429.2 <br />40 <br />37 <br />37 <br />-0.2 <br />0.5 <br />Water Content (%) : <br />16.5 <br />Water Content (%): <br />23.2 <br />Dry Density (pct): <br />104.0 <br />Dry Density (pcf): <br />104.4 <br />Consolidation <br />45 <br />37 <br />2 <br />-0.8 <br />Cell Back <br />Back <br />Pressure op <br />Bottom <br />Coefficient of <br />Pressure Pressure <br />Pressure <br />Difference Burette <br />Burette <br />Date&Time <br />h (cm) <br />Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) (Top) <br />(Bottom) <br />(psi) (cc) <br />(cc) <br />Start/Stop <br />ho/h, <br />Top/Boit. <br />t (sec) <br />(cm/sec) <br />Remarks (L/A) <br />45 <br />37.5 <br />36.5 <br />1 0 <br />24 <br />5/31/2005 8:35 <br />27.48 <br />7.7 <br />4.3E-06 <br />5.0165 <br />7.7 <br />16.3 <br />5/31/2005 9:16 <br />9.847 <br />7.7 <br />2470 <br />41.51258578 <br />45 <br />37.5 <br />36.5 <br />1 0 <br />24 <br />9:17:30 <br />27.48 <br />5.6 <br />3.9E-06 <br />5.6 <br />18.4 <br />9:49 <br />14.656 <br />5.6 <br />1890 <br />45 <br />37.5 <br />36.5 <br />1 0 <br />24 <br />9:50:25 <br />27.48 <br />5.7 <br />3.9E-06 <br />5.7 <br />18.3 <br />10:23:05 <br />14.427 <br />5.7 <br />1960 <br />4.0E-06 k = aL In h o <br />Averacae) 1 2 At h ; <br />Geologic Associates <br />