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0 0 0 <br /> HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-2 @ 0-2.5' By:LD <br /> Sample Type: = Undisturbed 40 Remolded Saturation <br /> Soil Type: D. Gray, Silty Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br /> Ini. Height(in.) : 2 Final 10 7 -8.6 16.8 <br /> Ini. Diam. (in.) : 2.85 Height(in.) : 2.04 20 17 -3.7 8.1 <br /> Wet+Tare (grams): 399.4 Diam. (in.) : 2.91 30 27 -0.4 1.5 <br /> Tare(grams) : 0 Wet Weight(gr.): 431.2 40 37 37 -0.4 1.1 <br /> Water Content(%) : 19 Water Content(%): 28.5 <br /> Dry Density(pcf): 100.2 Dry Density(pcf): 94.3 Consolidation <br /> 45 37 3.5 -2.8 <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 (L/A) <br /> 45 37.5 36.5 1 0 24 5/31/2005 8:44 27.48 0.5 2.2E-08 5.1816 <br /> 0.5 23.5 # 26.335 0.5 27835 42.88674326 <br /> 45 37.5 36.5 1 0.5 23.5 A A A A 26.335 0.7 1.5E-08 <br /> 1.2 22.9 6/1/2005 7:15 24.8465 0.6 53220 <br /> 45 37.5 36.5 1 1.2 22.9 6/1/2005 7:15 24.8465 0.4 1.6E-08 <br /> 1.6 22.5 6/1/2005 16:22 23.9305 0.4 32790 <br /> 45 37.5 36.5 1 1.6 22.5 6/1/200516:22 23.9305 0.8 1.2E-08 <br /> 2.4 21.8 6/2/200514:54 22.213 0.7 81160 <br /> 1.6E-08 k _ aL In h,, <br /> (Average) 2 At hi <br /> Geologic Associates <br />