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IHYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: AS-EX2 By:LD <br /> Sample Type: M Undisturbed 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 -0.2 5.6 <br /> Ini. Diam. (in.) : 2.41 Height(in.) : 1.982 20 17 -0.2 3.5 <br /> Wet+Tare (grams): 278.2 Diam. (in.) : 2.384 30 27 -0.3 1.4 <br /> Tare(grams) : 0 Wet Weight(gr.): 291.1 40 37 37 0.3 1 <br /> Water Content(%) : 16.8 Water Content(%): 22.2 <br /> Dry Density(pcf): 99.5 Dry Density(pcf): 102.6 Consolidation <br /> 45 37 0.8 -0.7 <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/Gott. t(sec) (cm/sec) Remarks (L/A) <br /> 45 37.5 36.5 1 0 24 5/22/200512:50 27.48 3.7 3.8E-06 5.03428 <br /> 3.7 20.2 5/22/200513:20 18.8925 3.8 1830 28.78389701 <br /> 45 37.5 36.5 1 3.7 20.2 13:21:15 18.8925 5.2 3.3E-06 <br /> 8.9 15.1 14:16:50 7.099 5.1 3335 <br /> 45 37.5 36.5 1 0 24 14:18:10 27.48 5.8 2.8E-06 <br /> 5.8 18.2 15:24:05 14.198 5.8 3955 <br /> 3.3E-06 k = aL in h o <br /> (Average) 2 At hi <br /> ® ® Geologic*iates <br />