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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -5 @ 28'- 30' <br />Sample Type: = Undisturbed 4D Remolded I Saturation <br />itaft <br />n <br />Soil Type: Sandy Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br />Ini. Height (in.) : 2 Fina/ 10 7 0 5.7 <br />Ini. Diam. (in.) : 2.85 Height (in.) : 1.983 20 17 -1 3.9 <br />Wet + Tare (grams): 432.7 Diam. (in.) : 2.858 30 27 1 1 0.5 2.3 <br />Tare (grams) : 0 Wet Weight (gr.): 449.3 40 37 37 -2 1.2 <br />Water Content (%) : 13 Water Content (%): 17.3 <br />Dry Density (pcf): 114.3 Dry Density (pct): 114.7 Consolidation <br />45 37 0.4 -1 <br />Cell <br />Back <br />Back <br />Pressure Top Bottom <br />Coefficient of <br />Pressure <br />Pressure <br />Pressure <br />Difference Burette Burette Date&Time h (cm) Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) <br />(Top) <br />(Bottom) <br />(psi) (cc) (cc) Start/Stop ho/hi Top/Bott. <br />'t (sec) <br />(cm/sec) <br />Remarks (L/A) <br />45 <br />37.5 <br />36.5 <br />1 0 24 6/2/2005 8:53 27.48 7.6 <br />7.3E-07 <br />5.03682 <br />7.6 16.4 6/2/200512:52 10.076 7.6 <br />14295 <br />41.36771559 <br />45 <br />37.5 <br />36.5 <br />1 0 24 12:52:50 27.48 5.3 <br />6.5E-07 <br />5.3 1 18.7 15:52:37 15.343 5.3 <br />10787 <br />45 <br />37.5 <br />36.5 <br />1 0 24 15:53:30 27.48 7 <br />5.6E-07 <br />7 17.1 20:35:22 11.5645 1 6.9 <br />16912 <br />6.5E-07 <br />k _ aL In h <br />(Average) <br />2 At hi <br />Geologic Associates <br />