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1.2E-06 I k = aL In h. <br />Overage) 2 At h ; <br />GeoLogic Associates <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF <br />Job No.: <br />2005-082 <br />Sample: <br />ASB -1 @ 5'- 10' <br />By :MAX <br />Sample Type: = Undisturbed 40 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.) : 2 <br />Final <br />10 <br />7 <br />0.5 <br />1.6 <br />Ini. Diam. (in.) : 2.5 <br />Height (in.) : <br />2 <br />20 <br />17 <br />1.7 <br />1.4 <br />Wet + Tare (grams): 309.6 <br />Diam. (in.) : <br />2.42 <br />30 <br />27 <br />1 <br />1.5 <br />0.1 <br />Tare (grams) : 0 <br />Wet Weight (gr.): <br />325.4 <br />40 <br />37 <br />-0.3 <br />0.1 <br />Water Content (%) : 17.6 <br />Water Content (%): <br />23.6 <br />Dry Density (pcf): 102.2 <br />Dry Density (pcf): <br />109.1 <br />Consolidation <br />45 <br />37 <br />3.2 <br />-2.2 <br />Cell Back Back <br />Pressure Top <br />Bottom <br />Coefficient of <br />Pressure Pressure Pressure <br />Difference Burette <br />Burette <br />Date&Time <br />h (cm) <br />Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) (Top) (Bottom) <br />(psi) (cc) <br />(cc) <br />Start/Stop <br />ho/h, <br />Top/Bolt. <br />t (sec) <br />(cm/sec) <br />Remarks (L/A) <br />45 37.5 36.5 <br />1 1 <br />24 <br />6/6/2005 9:43 <br />26.335. <br />1.1 <br />1.3E-06 <br />5.08 <br />2.1 <br />22.9 <br />6/6/200510:07 <br />23.816 <br />1.1 <br />1485 <br />29.65977294 <br />45 <br />37.5 <br />36.5 <br />1 <br />2.1 <br />22.9 <br />10:08:20 <br />23.816 <br />7.5 <br />9.3E-07 <br />9.6 <br />15.4 <br />14:40 <br />6.641 <br />7.5 <br />16300 <br />45 <br />37.5 <br />36.5 <br />1 <br />9.6 <br />15.4 <br />14:40 <br />6.641 <br />2.71.2E-06 <br />12.3 <br />12.8 <br />16:04 <br />0.5725 <br />2.6 <br />5040 <br />1.2E-06 I k = aL In h. <br />Overage) 2 At h ; <br />GeoLogic Associates <br />