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HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-3 @ 13'- 15' 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 -2.2 5.1 <br /> Ini. Diam. (in.) : 2.85 Height(in.) : 1.975 20 17 -1.8 3.6 <br /> Wet+Tare(grams): 405.7 Diam. (in.) : 2.863 30 27 -1 1.2 <br /> Tare (grams) : 0 Wet Weight(gr.): 429.2 40 37 37 -0.2 0.5 <br /> Water Content(%) : 16.5 Water Content(%): 23.2 <br /> Dry Density(pcf): 104.0 Dry Density(pcf): 104.4 Consolidation <br /> 45 37 2 -0.8 <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 (UA) <br /> 45 37.5 36.5 1 0 24 5/31/2005 8:35 27.48 7.7 4.3E-06 5.0165 <br /> 7.7 16.3 5/31/2005 9:16 9.847 7.7 2470 41.51258578 <br /> 45 37.5 36.5 1 0 24 9:17:30 27.48 5.6 3.9E-06 <br /> 5.6 18.4 9:49 14.656 5.6 1890 <br /> 45 37.5 36.5 1 0 24 9:50:25 27.48 5.7 3.9E-06 <br /> 5.7 18.3 10:23:05 14.427 5.7 1960 <br /> 4.0E-06 k = aL In h,, <br /> (Average) 2 At hi <br /> ® Geologic*iates <br />