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�J <br />HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sampie: ASB -6 @ 23'- 25' By:MAX <br />Sample Type: = Undisturbed 4W Remolded <br />Soil Type: Silty Clay <br />Ini. Height (in.) : 2 Final <br />W. Diam. (in.) : 2.5 Height (in.) : 2.1 <br />Wet + Tare (grams): 313.1 Diam. (h): 2.43 <br />Tare (grams) : 0 Wet Weight (gr.): 332 <br />Water Content (%) : 17 Water Content (%): 24.1 <br />Dry Density (pcf): 103.9 Dry Density (pct): 104.7 <br />Saturation <br />Cell Pressure <br />Back P. <br />Pore P. <br />B <br />Cell Burette <br />Sample Burette <br />10 <br />7 <br />0.5 <br />6.7 <br />20 <br />17 <br />1.8 <br />6.3 <br />30 <br />27 <br />1 <br />1 0 <br />1 3.4 <br />40 <br />37 <br />-0.2 <br />1.9 <br />50 <br />47 <br />0 <br />1 <br />Consolidation <br />55 <br />47 <br />2.8 <br />-2 <br />Cell <br />Pressure <br />(psi) <br />ac <br />Pressure <br />(Top) <br />ack <br />Pressure <br />(Bottom) <br />Pressure <br />Difference <br />(psi) <br />Top <br />Burette <br />(cc) <br />Bottom <br />Burette <br />(cc) <br />Date&Time <br />Start/Stop <br />h (cm) <br />ho/h, <br />Q (cc) <br />Top/Bolt. <br />Test Time, <br />t (sec) <br />Coefficient of <br />Permeability, k <br />(cm/sec) <br />Remarks (L/A) <br />55 <br />47.5 <br />46.5 <br />1 <br />1 <br />24 <br />6/6/2005 9:53 <br />26.335 <br />1.5 <br />15980 <br />1.8E-07 <br />5.334 <br />29.90540148 <br />2.5 <br />22.5 <br />6/6/200514:20 <br />22.9 <br />1.5 <br />55 <br />47.5 <br />46.5 <br />1 <br />2.5 <br />22.5 <br />14.:20:15 <br />22.9 <br />0.5 <br />5985 <br />1.6E-07 <br />3 <br />22 <br />16:00 <br />21.755 <br />0.5 <br />55 <br />47.5 <br />46.5 <br />1 <br />3 <br />22 <br />6/6/200516:00 <br />21.755 <br />4 <br />54420 <br />1.5E-07 <br />7 <br />18.2 <br />6/7/2005 7:07 <br />12.824 <br />3.8 <br />1.6E-07 <br />(Average) <br />k = aL In h,, <br />1 2 At hi <br />Geologic Associates <br />