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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -1@5'-10' <br />4z -1n T-mn - (-1 1 Intlieti irhPri dft RRmnlrir-ri <br />Saturation <br />By:MAX <br />.7 <br />Soil Type: Sandy Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br />Ini. Height (in.) : 2 Final 10 7 0.5 1.6 <br />Ini. Diam. (in.) : 2.5 Height (in.) : 2 20 17 1.7 1.4 <br />Wet + Tare (grams): 309.6 Diam. (in.) : 2.42 30 27 1 1.5 1 0.1 <br />Tare (grams) : 0 Wet Weight (gr.): 325.4 40 37 -0.3 0.1 <br />Water Content (%) : 17.6 Water Content (%): 23.6 <br />Dry Density (pcf): 102.2 Dry Density (pcf): 109.1 Consolidation <br />45 37 3.2 -2.2 <br />Cell <br />Pressure <br />(psi) <br />45 <br />45 <br />Back <br />Pressure <br />(Top) <br />37.5 <br />37.5 <br />Back <br />Pressure <br />(Bottom) <br />36.5 <br />36.5 <br />Pressure <br />Difference <br />(psi) <br />1 <br />1 <br />op ottom <br />Burette Burette Date&Time h (cm) Q (cc) <br />(cc) (cc) Start/Stop ho/h, Top/Bolt. <br />1 24 6/6/2005 9:43 26.335. 1.1 <br />Test Time, <br />t (sec) <br />1485 <br />16300 <br />Coefficient of <br />Permeability, k <br />(cm/sec) <br />1.3E-06 <br />9.3E-07 <br />Remarks (UA) <br />5.08 <br />29.65977294 <br />2.1 22.9 6/6/200510:07 23.816 1.1 <br />2.1 22.9 10:08:20 23.816 7.5 <br />9.6 15.4 14:40 6.641 7.5 <br />45 <br />37.5 <br />36.5 <br />1 <br />9.6 15.4 14:40 6.641 2.7 <br />5040 <br />1.2E-06 <br />12.3 12.8 16:04 0.5725 2.6 <br />1.2E-06 <br />(Average) <br />k _ iL In h o <br />2 At hi <br />Geologic Associates <br />