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• <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -5 @ 28'- 30' By:LD <br />Sample Type: = Undisturbed 4M Remolded <br />Soil Type: Sandy Clay <br />IN. Height (in.) : 2 Final <br />Ini. Diam. (in.) : 2.85 Height (in.) : 1.983 <br />Wet + Tare (grams): 432.7 Diam. (in.) : 2.858 <br />Tare (grams) : 0 Wet Weight (gr.): 449.3 <br />Water Content (%) : 13 Water Content (%): 17.3 <br />Dry Density (pct): 114.3 Dry Density (pcf): 114.7 <br />Saturation <br />Cell Pressure <br />Back P. <br />Pore P. <br />B <br />Cell Burette <br />Sample Burette <br />10 <br />7 <br />0 <br />5.7 <br />20 <br />17 <br />-1 <br />3.9 <br />30 <br />27 <br />1 <br />1 <br />0.5 <br />1 2.3 <br />40 <br />37 <br />37 <br />-2 <br />1.2 <br />Consolidation <br />45 <br />37 <br />0.4 <br />-1 <br />Cell <br />Pressure <br />(psi) <br />ack <br />Pressure <br />(Top) <br />Back <br />Pressure <br />(Bottom) <br />Pressure <br />Difference <br />(psi) <br />Top <br />Burette <br />(cc) <br />Bottom <br />Burette <br />(cc) <br />Date&Time <br />Start/Stop <br />h (cm) <br />hp/h, <br />Q (cc) <br />Top/Gott, <br />Test Time, <br />t (sec) <br />Coefficient of <br />Permeability, k <br />(cm/sec) <br />Remarks (UA) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />6/2/2005 8:53 <br />27.48 <br />7.6 <br />14295 <br />7.3E-07 <br />5.03682 <br />41.36771559 <br />7.6 <br />16.4 <br />6/2/200512:52 <br />10.076 <br />7.6 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />12:52:50 <br />27.48 <br />5.3 <br />10787 <br />6.5E-07 <br />5.3 <br />18.7 <br />15:52:37 <br />15.343 <br />5.3 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />15:53:30 <br />27.48 <br />7 <br />16912 <br />5.6E-07 <br />7 <br />17.1 <br />20:35:22 <br />11.5645 <br />6.9 <br />6.5E-07 <br />(Average) 1 <br />k = aL In h o <br />2 At hi <br />Geologic Associates <br />