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n <br />Job Name: Forward LF <br />0 0 <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job No.: 2005-082 <br />Sample: AS-EX2 <br />Saturation <br />am <br />->df 11Njc l ypv. `-" . ....... --- <br />Soil Type: Sandy Clay <br />Ini. Height (in.) : 2 Final <br />Ini. Diam. (in.) : 2.41 Height (in.) : <br />Wet + Tare (grams): 278.2 Diam. (in.) : <br />Tare (grams) : 0 Wet Weight (gr.): <br />Water Content (%) : 16.8 Water Content (%): <br />Dry Density (pct): 99.5 Dry Density (pct): <br />Cell Back Back Pressure Top <br />Pressure Pressure Pressure Difference Burette <br />(psi) (Top) (Bottom) (psi) (cc) <br />1.982 <br />2.384 <br />291.1 <br />22.2 <br />102.6 <br />Bottom <br />Burette <br />(cc) <br />Cell Pressure <br />10 <br />20 <br />30 <br />40 <br />45 <br />Date&Time <br />Start/Stop <br />Back P. <br />7 <br />17 <br />27 <br />37 <br />37 <br />h (cm) <br />ho/h, <br />Pore P. <br />37 <br />Q (cc) <br />Top/Bolt. <br />B Cell Burette <br />-0.2 <br />-0.2 <br />-0.3 <br />0.3 <br />Consolidation <br />0:8 <br />Coefficient of <br />Test Time, Permeability, k <br />t (sec) (cm/sec) <br />Sample Burette <br />5.6 <br />3.5 <br />1.4 <br />1 <br />-0.7 <br />Remarks (UA) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />5/22/200512:50 <br />27.48 <br />3.7 <br />1830 <br />3.8E-06 <br />5.03428 <br />28.78389701 <br />3.7 20.2 5/22/200513:20 18.8925 3.8 <br />45 <br />37.5 <br />36.5 <br />1 <br />3.7 <br />20.2 <br />13:21:15 <br />18.8925 <br />5.2 <br />3335 <br />3.3E-06 <br />8.9 15.1 14:16:50 7.099 5.1 <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />24 <br />14:18:10 <br />27.48 <br />5.8 <br />3955 <br />2.8E-06 <br />5.8 18.2 15:24:05 14.198 5.8 <br />3.3E-06 <br />(Average) <br />k _ aL In ho <br />2 At hi <br />GeoLogic Associates <br />