Laserfiche WebLink
0 0 0 <br /> HYDRAULIC CONDUCTIVITY-ASTM D5084 <br /> Job Name: Forward LF Job No.: 2005-082 Sample: ASB-2 @ 23' -25' By:LD <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 -2.9 7.7 <br /> Ini. Diam. (in.) : 2.85 Height(in.) : 1.967 20 17 -1.4 4.3 <br /> Wet+Tare (grams): 429.4 Diam. (in.) : 2.886 30 27 -0.7 2.3 <br /> Tare (grams) : 0 Wet Weight(gr.): 445.6 40 37 37 0.9 0.9 <br /> Water Content(%) : 14.5 Water Content(%): 18.8 <br /> Dry Density(pcf): 111.9 Dry Density(pcf): 111.1 Consolidation <br /> 45 37 2.3 -1.6 <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 /> 45 37.5 36.5 1 0 24 6/2/2005 9:03 27.48 1.7 5.8E-08 4.99618 <br /> 1.7 22.4 6/2/200518:53 23.7015 1.6 35385 42.18225022 <br /> 45 37.5 36.5 1 1.7 22.4 6/2/2005 18:53 23.7015 2.6 4.1 E-08 <br /> 4.3 19.9 6/3/200517:12 17.862 2.5 80325 <br /> 45 37.5 36.5 1 0 24 17:16:00 27.48 0.3 5.0E-08 <br /> 0.3 23.7 19:16:30 26.793 0.3 7230 <br /> 5.0E-08 k = aL In h <br /> (Average) 2 At h <br /> Geologic Associates <br />