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HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-1@5'- 10' By:MAX <br /> Sample Type: 0 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 1.6 <br /> Ini. Diam. (in.) : 2.5 Height(in.) : 2 20 17 1.7 1.4 <br /> Wet+Tare (grams): 309.6 Diam. (in.) : 2.42 30 27 1.5 0.1 <br /> Tare (grams) : 0 Wet Weight(gr.): 325.4 40 37 -0.3 0.1 <br /> Water Content(%) : 17.6 Water Content(%): 23.6 <br /> Dry Density(pcf): 102.2 Dry Density(pcf): 109.1 Consolidation <br /> 45 37 3.2 -2.2 <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 /> 45 37.5 36.5 1 1 24 6/6/2005 9:43 26.335 . 1.1 1.3E-06 5.08 <br /> 2.1 22.9 6/6/200510:07 23.816 1.1 1485 29.65977294 <br /> 45 37.5 36.5 1 2.1 22.9 10:08:20 23.816 7.5 9.3E-07 <br /> 9.6 15.4 14:40 6.641 7.5 16300 <br /> 45 37.5 36.5 1 9.6 15.4 14:40 6.641 2.7 1.2E-06 <br /> 12.3 12.8 16:04 0.5725 2.6 5040 <br /> 1.2E-06 k _ aL In h. <br /> (Average) 2 At hi <br /> ® ® GeoLogic*iates <br />