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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: AS-EX1 <br />By:LD <br />Sample Type: M Undisturbed 0 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 />-0.5 <br />6.8 <br />Ini. Diam. (in.) : <br />2.41 <br />Height (in.) : <br />2.02 <br />20 <br />17 <br />-0.5 <br />7.5 <br />Wet + Tare (grams): <br />348.7 <br />Diam. (in.) : <br />2.4 <br />30 <br />27 <br />1.5 <br />2.9 <br />Tare (grams) : <br />92.8 <br />Wet Weight (gr.): <br />290.8 <br />40 <br />37 <br />37 <br />0 <br />0.8 <br />Water Content (%) : <br />11.6 <br />Water Content (%): <br />26.8 <br />Dry Density (pcf): <br />95.7 <br />Dry Density (pcf): <br />95.6 <br />Consolidation <br />42 <br />37 <br />1 <br />-0.5 <br />Cell Back <br />Back <br />Pressure Top <br />Bottom <br />Coefficient of <br />Pressure Pressure <br />(psi) (Top) <br />Pressure <br />(Bottom) <br />Difference Burette <br />(psi) (cc) <br />Burette <br />(cc) <br />Date&Time <br />Start/Stop <br />h (cm) <br />ho/h, <br />Q (cc) <br />Top/Bolt. <br />Test Time, <br />t (sec) <br />Permeability, k <br />(cm/sec) <br />Remarks (UA) <br />42 37.5 <br />36.5 <br />1 0 <br />24 <br />5/20/2005 9:15 <br />27.48 <br />2 <br />5.3E-06 <br />5.1308 <br />2 <br />22 <br />5/20/2005 9:27 <br />22.9 <br />2 <br />700 <br />29.17155456 <br />42 <br />37.5 <br />36.5 <br />1 <br />2 <br />22 <br />9:27:00 <br />22.9 <br />3.4 <br />4.8E-06 <br />5.4 <br />18.6 <br />9:50:15 <br />15.114 1 <br />3.4 <br />1 1395 <br />42 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />9:51:15 <br />27.48 <br />4 <br />5.0E-06 <br />4 <br />20 <br />10:16:20 <br />18.32 <br />4 <br />1505 <br />5.0E-06 k _ aL In h,, <br />average) 2 At h ; <br />Geologic Associates <br />