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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -2 @ 0 - 2.5' <br />_qmmr-da,Tumv 7-1 I1nr1ictitrhPri dft RP_mnlilPd I Saturation <br />IE <br />Soil Type: D. Gray, Silty Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br />Ini. Height (in.) : 2 Final 10 7 -8.6 16.8 <br />Ini. Diam. (in.) : 2.85 Height (in.) : 2.04 20 17 -3.7 8.1 <br />Wet + Tare (grams): 399.4 Diam. (in.) : 2.91 30 27 -0.4 1.5 <br />Tare (grams) : 0 Wet Weight (gr.): 431.2 40 37 37 -0.4 1.1 <br />Water Content (%) : 19 Water Content (%): 28.5 <br />Dry Density (pcf): 100.2 Dry Density (pcf): 94.3 Consolidation <br />45 37 3.5 -2.8 <br />II <br />Back <br />Back <br />Pressure <br />Top Bottom <br />Coefficient of <br />Pressure <br />Pressure <br />Pressure <br />Difference <br />Burette Burette Date&Time h (cm) Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) <br />(Top) <br />(Bottom) <br />(psi) <br />(cc) (cc) Start/Stop ho/h1 Top/Bolt. <br />t (sec) <br />(cm/sec) <br />Remarks (L/A) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 24 5/31/2005 8:44 27.48 0.5 <br />2.2E-08 <br />5.1816 <br />0.5 23.5 AMMAMM ., 26.335 0.5 <br />27835 <br />42.88674326 <br />45 <br />37.5 <br />36.5 <br />1 <br />0.5 23.5 ##f 26.335 0.7 <br />1.5E-08 <br />1.2 22.9 6/1/2005 7:15 24.8465 0.6 <br />53220 <br />45 <br />37.5 <br />36.5 <br />1 <br />1.2 22.9 6/1/2005 7:15 24.8465 0.4 <br />1.6E-08 <br />1.6 22.5 6/1/200516:22 23.9305 0.4 <br />32790 <br />45 <br />37.5 <br />36.5 <br />1 <br />1.6 22.5 6/1/200516:22 23.9305 0.8 <br />1.2E-08 <br />2.4 1 21.8 612/200514:54 22.213 0.7 <br />81160 <br />1.6E-08 <br />k _ aL In h. <br />(Average) <br />2 At hi <br />GeoLogic Associates <br />