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2,2E_06 k aL h o <br />= In ho <br />Overage) 2 At h i <br />GeoLogic Associates <br />HYDRAULIC CONDUCTIVITY - ASTM <br />D5084 <br />Job Name: Forward LF <br />Job No.: <br />2005-082 <br />Sample: <br />AS-EX3 <br />By:LD <br />Sample Type: M Undisturbed Q 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 />IN. Height (in.) : 2 <br />Final <br />10 <br />7 <br />0.2 <br />4.3 <br />Ini. Diam. (in.) : 2.41 <br />Height (in.) : <br />2.007 <br />20 <br />17 <br />0.3 <br />4.4 <br />Wet + Tare (grams): 280.4 <br />Diam. (in.) : <br />2.345 <br />30 <br />27 <br />0.2 <br />2.1 <br />Tare (grams) : 0 <br />Wet Weight (gr.): <br />291.7 <br />40 <br />37 <br />37 <br />0.4 <br />3 <br />Water Content (%) : 19.7 <br />Water Content (%): <br />24.5 <br />Dry Density (pcf): 97.8 <br />Dry Density (pcf): <br />103.0 <br />Consolidation <br />45 <br />37 <br />0.6 <br />0 <br />Cell Back Back <br />Pressure Top <br />ottom <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/Bott. <br />t (sec) <br />(cm/sec) <br />Remarks (L/A) <br />45 37.5 36.5 <br />1 0 <br />24 <br />5/22/200512:50 <br />27.48 <br />2.6 <br />2.8E-06 <br />5.09778 <br />2.6 <br />21.3 <br />5/22/200513:20 <br />21.4115 <br />2.7 <br />1830 <br />27.84984511 <br />45 37.5 36.5 <br />1 2.6 <br />21.3 <br />13:21:15 <br />21.4115 <br />3.5 <br />2.2E-06 <br />6.1 <br />17.9 <br />14:16:50 <br />13.511 <br />3.4 <br />3335 <br />45 37.5 36.5 <br />1 0 <br />24 <br />14:18:10 <br />27.48 <br />3.4 <br />1.7E-06 <br />3.4 <br />20.6 <br />15:24:05 <br />19.694 <br />3.4 <br />3955 <br />2,2E_06 k aL h o <br />= In ho <br />Overage) 2 At h i <br />GeoLogic Associates <br />