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0 0 0 <br /> HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-7 @ 13'- 15' By:MAX <br /> Sample Type: = Undisturbed 4M Remolded Saturation <br /> Soil Type: Silty Clay Cell Pressure Back P. Pore P. B Cell Burette Sample Burette <br /> Ini. Height(in.) : 2 Final 10 7 4.7 5 <br /> Ini. Diam. (in.) : 2.5 Height(in.) : 2 20 17 3.1 10 <br /> Wet+Tare (grams): 307.6 Diam. (in.) : 2.41 30 27 0.1 3.9 <br /> Tare (grams) : 0 Wet Weight(gr.): 321.6 40 37 2.2 2.4 <br /> Water Content(%) : 18.5 Water Content(%): 23.9 50 47 -0.8 2.3 <br /> Dry Density (pcf): 100.8 Dry Density (pcf): 108.4 Consolidation <br /> 55 47 3.3 -2.6 <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 (UA) <br /> 55 47.5 46.5 1 1 24 6/6/200510:03 26.335 4.4 5.5E-07 5.08 <br /> 5.4 19.5 6/6/200514:20 16.1445 4.5 15375 29.4151573 <br /> 55 47.5 46.5 1 5.4 19.5 14:21:00 16.1445 1.5 5.2E-07 <br /> 6.9 18 16:00 12.7095 1.5 5940 <br /> 55 47.5 46.5 1 1 23 6/6/200516:00 25.19 14 5.7E-07 <br /> 15 9 6/7/2005 7:07 -6.87 14 54420 <br /> 5.4E-07 k = aL In h. <br /> (Average) 2 At h ij <br /> Geologic Associates <br />