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HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-6 @ 23'-25' By:MAX <br /> Sample Type: = Undisturbed 40 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 0.5 6.7 <br /> Ini. Diam. (in.) : 2.5 Height(in.) , 2.1 20 17 1.8 6.3 <br /> Wet+Tare (grams): 313.1 Diam. (in.) : 2.43 30 27 0 3.4 <br /> Tare (grams) : 0 Wet Weight(gr.): 332 40 37 -0.2 1.9 <br /> Water Content(%) : 17 Water Content(%): 24.1 50 47 0 1 <br /> Dry Density(pcf): 103.9 Dry Density(pcf): 104.7 Consolidation <br /> 55 47 2.8 -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 (UA) <br /> 55 47.5 46.5 1 1 24 6/6/2005 9:53 26.335 1.5 1.8E-07 5.334 <br /> 2.5 22.5 6/6/200514:20 22.9 1.5 15980 29.90540148 <br /> 55 47.5 46.5 1 2.5 22.5 14:20:15 22.9 0.5 1.6E-07 <br /> 3 22 16:00 21.755 0.5 5985 <br /> 55 47.5 46.5 1 3 22 6/6/200516:00 21.755 4 1.5E-07 <br /> 7 18.2 6/7/2005 7:07 12.824 3.8 54420 <br /> 1.6E-07 k _ aL In h,, <br /> (Average) 2 At hi <br /> ® ® Geologic IF <br /> iates <br />