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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -6 @ 23'- 25' <br />Rmmnla TvnP- Undisturbed dft Remolded <br />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 />IM. 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 1 1 1 0 1 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 />ell <br />Back <br />Back Pressure <br />Top Bottom <br />Coefficient of <br />Pressure <br />Pressure <br />Pressure Difference <br />Burette Burette Date&Time h (cm) Q (cc) <br />Test Time, <br />Permeability, k <br />(psi) <br />(Top) <br />(Bottom) (psi) <br />(cc) (cc) Start/Stop ho/h, Top/Bott. <br />t (sec) <br />(cm/sec) <br />Remarks (L/A) <br />55 <br />47.5 <br />46.5 1 <br />1 24 6/6/2005 9:53 26.335 1.5 <br />1.8E-07 <br />5.334 <br />2.5 22.5 6/6/200514:20 22.9 1.5 <br />15980 <br />29.90540148 <br />55 <br />47.5 <br />46.5 1 <br />2.5 22.5 14.:20:15 22.9 0.5 <br />1.6E-07 <br />3 22 16:00 21.755 0.5 <br />5985 <br />55 <br />47.5 <br />46.5 1 <br />3 22 6/6/200516:00 21.755 4 <br />1.5E-07 <br />7 18.2 6/7/2005 7:07 12.824 3.8 <br />54420 <br />7.6E-07 <br />k = aL In h. <br />(Average) <br />2 At h t <br />GeoLogic Associates <br />