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• • • <br />HYDRAULIC CONDUCTIVITY -ASTM D5084 <br />Job Name: Forward LF Job No.: 2005-082 Sample: ASB -4 @ 27' - 30' By:LD <br />Sample Type: [� Undisturbed � Remolded <br />Soil Type: Silty Clay <br />Ini. Height (in.) : 2 Final <br />Ini. Diam. (in.) : 2.85 Height (in.) : 2.002 <br />Wet +Tare (grams): 423 Dlam. (in.) : 2.902 <br />Tare (grams) : 0 Wet Weight (gr.): 447.2 <br />Water Content (%) : 15 Water Content (%): 21.6 <br />Dry Density (pcf): 109.8 Dry Density (pcf): 105.9 <br />Saturation <br />Ceil Pressure <br />Back P. <br />Pore P. <br />B <br />Cell Burette <br />Sampie Burette <br />10 <br />7 <br />-5.5 <br />11.6 <br />20 <br />17 <br />-2.7 <br />5.9 <br />30 <br />27 <br />-1,1 <br />2.9 <br />40 <br />37 <br />37 <br />-1.1 <br />1.2 <br />Consolidation <br />45 <br />37 <br />3 � <br />-2.2 <br />ell <br />Pressure <br />(psi) <br />ack <br />Pressure <br />(Top} <br />ac <br />Pressure <br />(Bottom) <br />Pressure <br />Difference <br />{psi) <br />Top <br />Burette <br />(cc) <br />ottom <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 {UA) <br />45 <br />37.5 <br />36.5 <br />1 <br />0 <br />.- 24 <br />6/2/2005 9:03 <br />27.48 <br />1.8 <br />35385 <br />6.3E-08 <br />5.0$508 <br />42.65126399 <br />1.8 <br />22.2 <br />6121200518:53 <br />23.358 <br />1.8 <br />45 <br />37.5 <br />36.5 <br />1 <br />1.8 <br />22.2 <br />6!2/200518:53 <br />23.35$ <br />3.9 <br />80325 <br />6.4E-08 <br />5.7 <br />18.4 <br />6/3/200517:12 <br />14.5415 <br />3.8 <br />45 <br />37.5 <br />36,5 <br />1 <br />0 <br />24 <br />17:16:00 <br />27.48 <br />0.4 <br />7230 <br />6.8E-08 <br />0.4 <br />23.6 <br />19:16:30 <br />26.564 <br />0.4 <br />s.sE-os <br />{Average) <br />k _ aL In h o <br />2 At h ; <br />Geologic Associates <br />