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L <br />Job Name: Forward LF <br />• is <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job No.: 2005-082 <br />Comma Tvna- 1 lnrlisti irharl dft Remnlried <br />Sample: ASB -2 @ 23'- 25' <br />Saturation <br />ME <br />Soil Type: Silty Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br />Ini. Height (in.) : 2 Final 10 7 -2.9 7.7 <br />Ini. Diam. (in.) : 2.85 Height (in.), 1.967 20 17 -1.4 4.3 <br />Wet + Tare (grams): 429.4 Diam. (in.) : 2.886 30 27 1 1 1 -0.7 1 2.3 <br />Tare (grams) : 0 Wet Weight (gr.): 445.6 40 37 37 0.9 0.9 <br />Water Content (%) : 14.5 Water Content (%): 18.8 <br />Dry Density (pct): 111.9 Dry Density (pcf): 111.1 Consolidation <br />45 37 2.3 -1.6 <br />Cell <br />Pressure <br />(psi) <br />45 <br />45 <br />Back <br />Pressure <br />(Top) <br />37.5 <br />37.5 <br />Back <br />Pressure <br />(Bottom) <br />36.5 <br />36.5 <br />Pressure <br />Difference <br />(psi) <br />1 <br />1 <br />Top ottom <br />Burette Burette Date&Time h (cm) Q (cc) <br />(cc) (cc) Start/Stop ho/h, Top/Bolt. <br />0 24 6/2/2005 9:03 27.48 1.7 <br />Test Time, <br />t (sec) <br />35385 <br />80325 <br />Coefficient of <br />Permeability, k <br />(cm/sec) <br />5.8E-08 <br />4.1 E-08 <br />Remarks (UA) <br />4.99618 <br />42.18225022 <br />1.7 22.4 6/2/2005 18:53 23.7015 1.6 <br />1.7 22.4 6/2/2005 18:53 23.7015 2.6 <br />4.3 19.9 613/200517:12 17.862 2.5 <br />45 <br />37.5 <br />36.5 <br />1. <br />0 24 17:16:00 27.48 0.3 <br />7230 <br />5.0E-08 <br />0.3 23.7 19:16:30 26.793 0.3 <br />5.01E-08 <br />(Average) <br />k _ a.L In h. <br />2 At h ; <br />Geologic Associates <br />