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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 />Soil Type: Silty Clay Cell Pressure Back P. Pore P. B Cell Burette <br />IN. Height (in.) : <br />2 <br />Final <br />10 <br />7 <br />-5.5 <br />Ini. Diam. (in.) : <br />2.85 <br />Height (in.) : <br />2.002 <br />20 <br />17 <br />-2.7 <br />Wet + Tare (grams): <br />423 <br />Diam. (in.) : <br />2.902 <br />30 <br />27 <br />1 1 <br />-1.1 <br />Tare (grams) : <br />0 <br />Wet Weight (gr.): <br />447.2 <br />40 <br />37 <br />37 <br />-1.1 <br />Water Content (%) : <br />15 <br />Water Content (%): <br />21.6 <br />Dry Density (pcf): <br />109.8 <br />Dry Density (pcf): <br />105.9 <br />Consolidation <br />45 <br />37 <br />3 <br />Cell <br />Back <br />Back <br />Pressure <br />Top <br />Bottom <br />Coefficient of <br />Pressure <br />Pressure <br />Pressure <br />Difference <br />Burette <br />Burette <br />Date&Time <br />h (cm) <br />Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) <br />(Top) <br />(Bottom) <br />(psi) <br />(cc) <br />(cc) <br />Start/Stop <br />ho/h, <br />Top/Bolt. <br />t (sec) <br />(cm/sec) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />6/2/2005 9:03 <br />27.48 <br />1.8 <br />6.3E-08 <br />1.8 <br />22.2 <br />6/2/200518:53 <br />23.358 <br />1.8 <br />35385 <br />45 <br />37.5 <br />36.5 <br />1 <br />1.8 <br />22.2 <br />6/2/200518:53 <br />23.358 <br />3.9 <br />6.4E-08 <br />5.7 <br />18.4 <br />1 6/3/200517:12 <br />14.5415 <br />3.8 <br />80325 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />17:16:00 <br />27.48 <br />0.4 <br />6.8E-08 <br />0.4 <br />23.6 <br />19:16:30 <br />26.564 <br />0.4 <br />7230 <br />6.5E-08 <br />am <br />Sa <br />le Burette <br />11.6 <br />5.9 <br />2.9 <br />1.2 <br />-2.2 <br />Remarks (L/A) <br />5.08508 <br />42.65126399 <br />k = aL In h. <br />2 At hi <br />Geologic Associates <br />