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HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-4 @ 27'-30' By:LD <br /> Sample Type: = Undisturbed 40 Remolded Saturation <br /> Soil Type: Silty Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br /> Ini. Height(in.) : 2 Final 10 7 -5.5 11.6 <br /> Ini. Diam. (in.) : 2.85 Height(in.) : 2.002 20 17 -2.7 5.9 <br /> Wet+Tare (grams): 423 Diam. (in.) : 2.902 30 27 -1.1 2.9 <br /> Tare(grams) : 0 Wet Weight(gr.): 447.2 40 37 37 -1.1 1.2 <br /> Water Content(%) : 15 Water Content(%): 21.6 <br /> Dry Density (pcf): 109.8 Dry Density(pcf): 105.9 Consolidation <br /> 45 37 3 -2.2 <br /> Cell Back Back Pressure Top Bottom Coefficient of <br /> Pressure Pressure Pressure Difference Burette Burette Date&Time h (cm) Q(cc) Test Time, Permeability, k <br /> (psi) (Top) (Bottom) (psi) (cc) (cc) Start/Stop ho/h, Top/Bolt. t(sec) (cm/sec) Remarks (L/A) <br /> 45 37.5 36.5 1 0 24 6/2/2005 9:03 27.48 1.8 6.3E-08 5.08508 <br /> 1.8 22.2 6/2/200518:53 23.358 1.8 35385 42.65126399 <br /> 45 37.5 36.5 1 1.8 22.2 6/2/2005 18:531 23.358 3.9 6.4E-08 <br /> 5.7 18.4 6/3/200517:12 14.5415 3.8 . 80325 <br /> 45 37.5 36.5 1 0 24 17:16:00 27.48 0.4 6.8E-08 <br /> 0.4 23.6 19:16:30 26.564 0.4 7230 <br /> 6.5E-08 k _ aL In h,, <br /> (Average) 2 At hi <br /> Geologic Wc iates <br />