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HYDRAULIC CONDUCTIVITY - ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASS -7 @ 13'- 15' <br />Sample Type: = Undisturbed 40 Remolded <br />Soil Type: Silty Clay <br />Ini. Height (in.) : 2 Final <br />Ini. Diam. (in.) : 2.5 Height (in.) : 2 <br />Wet + Tare (grams): 307.6 Diam. (in.) : 2.41 <br />Tare (grams) : 0 Wet Weight (gr.): 321.6 <br />Water Content (%) : 18.5 Water Content (%): 23.9 <br />C] <br />By:MAX <br />Saturation <br />Cell Pressure Back P. <br />Pore P. <br />B Cell Burette <br />Sample Burette <br />10 7 <br />4.7 <br />5 <br />20 17 <br />3.1 <br />10 <br />30 27 <br />1 <br />1 0.1 <br />3.9 <br />40 37 <br />Top <br />2.2 <br />2.4 <br />50 47 <br />-0.8 <br />2.3 <br />Dry Density (pcf): <br />100.8 <br />Dry Density (pcf): <br />108.4 <br />Consolidation <br />3.3 <br />-2.6 <br />55 47 <br />Cell <br />Back <br />Back <br />Pressure <br />Top <br />Bottom <br />Coefficient of <br />Pressure <br />(psi) <br />Pressure <br />(Top) <br />Pressure <br />(Bottom) <br />Difference <br />(psi) <br />Burette <br />(cc) <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 />Permeability, k <br />(cm/sec) <br />Remarks (UA) <br />55 <br />47.5 <br />46.5 <br />1 <br />1 <br />24 <br />6/6/200510:03 <br />26.335 <br />4.4 <br />5.5E-07 <br />5.08 <br />5.4 <br />19.5 <br />6/6/200514:20 <br />16.1445 <br />4.5 <br />15375 <br />29.4151573 <br />55 <br />47.5 <br />46.5 <br />1 <br />5.4 <br />19.5 <br />14:21:00 <br />16.1445 <br />1.5 <br />5.2E-07 <br />6.9 <br />18 <br />16:00 <br />12.7095 <br />1.5 <br />5940 <br />55 <br />47.5 <br />46.5 <br />1 <br />1 <br />23 <br />6/6/200516:00 <br />25.19 <br />14 <br />5.7E-07 <br />15 <br />9 <br />6/7/2005 7:07 1 <br />-6.87 <br />14 <br />54420 <br />5.4E-07 I k = In h o <br />Overage) 2, <br />t h r <br />Geologic Associates <br />