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0 0 0 <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF <br />Job No.: <br />2005-082 <br />Sample: <br />ASB -2 @ 23'- 25' <br />By:LD <br />Sample Type: 0 <br />Undisturbed 40 Remolded <br />Saturation <br />Soil Type: Silty 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 />-2.9 <br />7.7 <br />Ini. Diam. (in.) : <br />2.85 <br />Height (in.) : <br />1.967 <br />20 <br />17 <br />-1.4 <br />4.3 <br />Wet + Tare (grams): <br />429.4 <br />Diam. (in.) : <br />2.886 <br />30 <br />27 <br />-0.7 <br />2.3 <br />Tare (grams) : <br />0 <br />Wet Weight (gr.): <br />445.6 <br />40 <br />37 <br />37 <br />0.9 <br />0.9 <br />Water Content (%) : <br />14.5 <br />Water Content (%): <br />18.8 <br />Dry Density (pcf): <br />111.9 <br />Dry Density (pcf): <br />111.1 <br />Consolidation <br />45 <br />37 <br />2.3 <br />-1.6 <br />Cell Back <br />Back <br />Pressure Top <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/Bolt. <br />t (sec) <br />(cm/sec) <br />Remarks (UA) <br />45 37.5 <br />36.5 <br />1 0 <br />24 <br />6/2/2005 9:03 <br />27.48 <br />1.7 <br />5.8E-08 <br />4.99618 <br />1.7 <br />22.4 <br />6/2/200518:53 <br />23.7015 <br />1.6 <br />35385 <br />42.18225022 <br />45 <br />37.5 <br />36.5 <br />1 <br />1.7 <br />22.4 <br />6/2/2005 18:53 <br />23.7015 <br />2.6 <br />4.1 E-08 <br />4.3 <br />19.9 <br />6/3/200517:12 1 <br />17.862 <br />2.5 <br />80325 <br />45 <br />37.5 <br />36.5 <br />1. <br />0 <br />24 <br />17:16:00 <br />27.48 <br />0.3 <br />5.0E-08 <br />0.3 <br />23.7 <br />19:16:30 <br />26.793 <br />0.3 <br />7230 <br />5.0E-08 aL h o <br />k = In - <br />%verage) 2 At hi <br />GeoLogic Associates <br />