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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -4 @ 16'- 18' <br />Sample Type: = Undisturbed 4M Remolded <br />Soil Type: Silty Sand w. trace Clay <br />Ini. Height (in.) : <br />2 <br />Final <br />W. Diam. (in.) : <br />2.85 <br />Height (in.) : 1.969 <br />Wet + Tare (grams): <br />429.6 <br />Diam. (in.) : 2.867 <br />Tare (grams) : <br />0 <br />Wet Weight (gr.): 441.7 <br />Water Content (%) : <br />14 <br />Water Content (%): 17.2 <br />11 <br />By:LD <br />Saturation <br />Cell Pressure <br />Back P. <br />Pore P. <br />B <br />Cell Burette <br />Sample Burette <br />10 <br />7 <br />Pressure <br />0.9 <br />3.7 <br />20 <br />17 <br />Test Time, <br />Permeability, k <br />1.7 <br />2.8 <br />30 <br />27 <br />1 <br />1 <br />1 -0.1 <br />1.1 <br />40 <br />37 <br />1 37 <br />1 <br />1 -0.2 <br />0.5 <br />Dry Density (pcf): 112.5 Dry Density (pcf): 113.0 Consolidation <br />45 37 1.2 -0.3 <br />Cell <br />Back <br />Back <br />Pressure <br />Top Bottom <br />Coefficient of <br />Pressure <br />Pressure <br />Pressure <br />Difference <br />Burette Burette Date&Time h (cm) Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) <br />(Top) <br />(Bottom) <br />(psi) <br />(cc) (cc) Start/Stop ho/h, Top/Bott. <br />t (sec) <br />(cm/sec) <br />Remarks (UA) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 5/31/2005 8:35 27.48 11.9 <br />3.4E-04 <br />5.00126 <br />11.9 12 5/31/2005 8:36 0.1145 12 <br />50 <br />41.62866426 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 8:37:30 27.48 11.9 <br />3.4E-04 <br />11.9 12.1 8:38 0.229 11.9 <br />50 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 8:39:10 27.48 12.5 <br />3.6E-04 <br />12.5 11.5 8:40:00 -1.145 12.5 <br />50 <br />3.5E-04 <br />k aL In h. <br />2 At hi <br />Geologic Associates <br />