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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 />IN. Diam. (in.) : 2.5 Height (in.) : 2 20 17 3.1 10 <br />Wet + Tare (grams): 307.6 Diam. (in.) : 2.41 30 27 1 1 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 <br />Pressure <br />(psi) <br />Back <br />Pressure <br />(Top) <br />Back <br />Pressure <br />(Bottom) <br />Pressure <br />Difference <br />(psi) <br />Top Bottom <br />Burette Burette Date&Time h (cm) Q (cc) <br />(cc) (cc) Start/Stop hp/hi Top/Bolt. <br />Test Time, <br />t (sec) <br />Coefficient of <br />Permeability, k <br />(cm/sec) <br />Remarks (UA) <br />55 <br />47.5 <br />46.5 <br />1 <br />1 24 6/6/200510:03 26.335 4.4 <br />15375 <br />5.5E-07 <br />5.08 <br />29.4151573 <br />5.4 19.5 6/6/200514:20 16.1445 4.5 <br />55 <br />47.5 <br />46.5 <br />1 <br />5.4 19.5 14:21:00 16.1445 1.5 <br />5940 <br />5.2E-07 <br />6.9 1 18 16:00 12.7095 1.5 <br />55 <br />47.5 <br />46.5 <br />1 <br />1 23 6/6/200516:00 25.19 14 <br />54420 <br />5.7E-07 <br />15 9 6/7/2005 7:07 -6.87 14 <br />5.4E-07 <br />(Average) <br />k _ aL In h, <br />1 2 At ht <br />Geologic Associates <br />