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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: AS-EX3 By:LD <br />Sample Type: M Undisturbed Remolded Saturation <br />Soil Type: Sandy Clay Cell Pressure Back P. Pore P. B Cell Burette Sa <br />Ini. Height (in.) : <br />2 <br />Final <br />10 <br />7 <br />0.2 <br />W. Diam. (in.) : <br />2.41 <br />Height (in.) : <br />2.007 <br />20 <br />17 <br />0.3 <br />Wet + Tare (grams): <br />280.4 <br />Diam. (in.) : <br />2.345 <br />30 <br />27 <br />1 0.2 <br />Tare (grams) : <br />0 <br />Wet Weight (gr.): <br />291.7 <br />40 <br />37 <br />37 <br />0.4 <br />Water Content (%) : <br />19.7 <br />Water Content (%): <br />24.5 <br />Dry Density (pcf): <br />97.8 <br />Dry Density (pcf): <br />103.0 <br />Consolidation <br />45 <br />37 <br />0.6 <br />Cell Back <br />Back <br />Pressure Top <br />Bottom <br />Coefficient of <br />Pressure Pressure <br />Pressure <br />Difference Burette <br />Burette <br />Date&Time <br />h (cm) <br />Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) (Top) <br />(Bottom) <br />(psi) (cc) <br />(cc) <br />Start/Stop <br />ho/h, <br />Top/Bolt. <br />t (sec) <br />(cm/sec) <br />45 37.5 <br />36.5 <br />1 0 <br />24 <br />5122/200512:50 <br />27.48 <br />2.6 <br />2.8E-06 <br />2.6 <br />21.3 <br />5/221200513:20 <br />21.4115 <br />2.7 <br />1830 <br />45 <br />37.5 <br />36.5 <br />1 <br />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 <br />37.5 <br />36.5 <br />1 <br />0 <br />f 24 <br />1 14:18:10 1 <br />27.48 <br />3.4 <br />1.7E-06 <br />3.4 <br />1 20.6 <br />1 15:24:05 1 <br />19.694 <br />3.4 <br />3955 <br />2.2E-06 <br />n <br />le Burette <br />4.3 <br />4.4 <br />2.1 <br />3 <br />U <br />Remarks (L/A) <br />5.09778 <br />27.84984511 <br />k = aL In h,, <br />2 At h <br />GeoLogic Associates <br />