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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -4 @ 27'- 30' <br />Sample Type: = Undisturbed 40 Remolded Saturation <br />By: LD <br />Soil Type: Silty Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br />Ini. Height (in.) : 2 Final 10 7 -5.5 11.6 <br />Ini. Diam. (in.) : 2.85 Height (in.) : 2.002 20 17 -2.7 5.9 <br />Wet + Tare (grams): 423 Diam. (in.) : 2.902 30 27 1 -1.1 2.9 <br />Tare (grams) : 0 Wet Weight (gr.): 447.2 40 37 37 -1.1 1.2 <br />Water Content (%) : 15 Water Content (%): 21.6 <br />Dry Density (pcf): 109.8 Dry Density (pct): 105.9 Consolidation <br />45 37 3 -2.2 <br />Cell <br />Back <br />Back <br />Pressure <br />Top Bottom <br />Coefficient of <br />Pressure <br />Pressure <br />Pressure <br />Difference <br />Burette Burette Date&Time h (cm) 0 (cc) <br />Test Time, <br />Permeability, k <br />(psi) <br />(Top) <br />(Bottom) <br />(psi) <br />(cc) (cc) Start/Stop ho/h, TopBott. <br />t (sec) <br />(cm/sec) <br />Remarks (L/A) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 - 24 6/2/2005 9:03 27.48 1.8 <br />6.3E-08 <br />5.08508 <br />1.8 22.2 6/2/200518:53 23.358 1.8 <br />35385 <br />42.65126399 <br />45 <br />37.5 <br />36.5 <br />1 <br />1.8 22.2 6/2/200518:53 23.358 3.9 <br />6.4E -O -8- <br />.4E-085.7 <br />5.718.4 6/3/200517:12 14.5415 3.8 <br />.80325 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 17:16:00 27.48 0.4 <br />6.8E-08 <br />0.4 23.6 19:16:30 26.564 0.4 <br />7230 <br />6.5E-08 <br />k _ aL In h o <br />(Average) <br />2 At h t <br />Geologic Associates <br />