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0 0 <br /> HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-5 @ 28'-30' By:LD <br /> Sample Type: = Undisturbed 40 Remolded Saturation <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 5.7 <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 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(pcf): 114.7 Consolidation <br /> 45 37 0.4 -1 <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 8:53 27.48 7.6 7.3E-07 5.03682 <br /> 7.6 16.4 6/2/200512:52 10.076 7.6 14295 41.36771559 <br /> 45 37.5 36.5 1 0 24 12:52:50 27.48 5.3 6.5E-07 <br /> 5.3 18.7 15:52:37 15.343 5.3 10787 <br /> 45 37.5 36.5 1 0 24 15:53:30 27.48 7 5.6E-07 <br /> 7 17.1 20:35:22 11.5645 6.9 16912 <br /> 6.5E-07 k _ aL In h o <br /> (Average) 2 At hi <br /> Geologic Associates <br />