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HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: AS-EX3 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 4.3 <br /> Ini. Diam. (in.) : 2.41 Height(in.) : 2.007 20 17 0.3 4.4 <br /> Wet+Tare (grams): 280.4 Diam. (in.) : 2.345 30 27 0.2 2.1 <br /> Tare(grams) : 0 Wet Weight(gr.): 291.7 40 37 37 0.4 3 <br /> Water Content(%) : 19.7 Water Content(%): 24.5 <br /> Dry Density(pcf): 97.8 Dry Density(pcf): 103.0 Consolidation <br /> 45 37 0.6 0 <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/Bott. t(sec) (cm/sec) Remarks (UA) <br /> 45 37.5 36.5 1 0 24 5/22/200512:50 27.48 2.6 2.8E-06 5.09778 <br /> 2.6 21.3 5/22/200513:20 21.4115 2.7 1830 27.84984511 <br /> 45 37.5 36.5 1 2.6 21.3 13:21:15 21.4115 3.5 2.2E-06 <br /> 6.1 17.9 14:16:50 13.511 3.4 3335 <br /> 45 37.5 36.5 1 0 24 14:18:10 27.48 3.4 1.7E-06 <br /> 3.4 20.6 15:24:05 19.694 3.4 3955 <br /> 2.2E-06 k _ aL In h. <br /> (Average) 2 At h <br /> ® ® Geologic 0 <br /> ciates <br />