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0 <br /> HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: AS-EX1 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 -0.5 6.8 <br /> Ini. Diam. (in.) : 2.41 Height(in.) : 2.02 20 17 -0.5 7.5 <br /> Wet+Tare (grams): 348.7 Diam. (in.) : 2.4 30 27 1.5 2.9 <br /> Tare (grams) : 92.8 Wet Weight(gr.): 290.8 40 37 37 0 0.8 <br /> Water Content(%) : 11.6 Water Content(%): 26.8 <br /> Dry Density(pcf): 95.7 Dry Density(pcf): 95.6 Consolidation <br /> 42 37 1 -0.5 <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 (L/A) <br /> 42 37.5 36.5 1 0 24 5/20/2005 9:15 27.48 2 5.3E-06 5.1308 <br /> 2 22 5/20/2005 9:27 22.9 2 700 29.17155456 <br /> 42 37.5 36.5 1 2 22 9:27:00 22.9 3.4 4.8E-06 <br /> 5.4 18.6 9:50:15 15.114 3.4 1395 <br /> 42 37.5 36.5 1 0 24 9:51:15 27.48 4 5.0E-06 <br /> 4 20 10:16:20 18.32 4 1505 <br /> 5.0E-06 k _ aL in h,, <br /> (Average) 2 At hi <br /> GeoLogic Associates <br />