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• <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -4 @ 16'- 18' By:LD <br />Sample Type: = Undisturbed 40 Remolded <br />Soil Type: Silty Sand w. trace Clay <br />Ini. Height (in.) : 2 Final <br />IN. Diam. (in.) : 2.85 Height (in.) : 1.969 <br />Wet + Tare (grams): 429.6 Diam. (in.) : 2.867 <br />Tare (grams) : 0 Wet Weight (gr.): 441.7 <br />Water Content (%) : 14 Water Content (%): 17.2 <br />Dry Density (pcf): 112.5 Dry Density (pct): 113.0 <br />Saturation <br />Cell Pressure <br />Back P. <br />Pore P. <br />B <br />Cell Burette <br />Sample Burette <br />10 <br />7 <br />0.9 <br />3.7 <br />20 <br />17 <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 />37 <br />-0.2 <br />0.5 <br />Consolidation <br />45 <br />37 <br />1.2 <br />-0.3 <br />Cell <br />Pressure <br />(psi) <br />Back <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 />ho/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 />5131/2005 8:35 <br />27.48 <br />11.9 <br />50 <br />3.4E-04 <br />5.00126 <br />41.62866426 <br />11.9 <br />12 <br />5/31/2005 8:36 <br />0.1145 <br />12 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />8:37:30 <br />27.48 <br />11.9 <br />50 <br />3.4E-04 <br />11.9 <br />12.1 <br />8:38 <br />0.229 <br />11.9 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />8:39:10 <br />27.48 <br />12.5 <br />50 <br />3.6E-04 <br />12.5 <br />11.5 <br />8:40:00 <br />-1.145 <br />12.5 <br />3.5E-04 <br />(Average) <br />k - aL In h o <br />2 At hi <br />GeoLogic Associates <br />