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i Hydraulic Conductivity ' <br /> `F w <br /> CDPE R <br /> C3ASTM D 5084 <br /> r` <br /> Method C Falling Head Rising Tailwater <br />' Job No: 255-041 Boring. Date 12/23/05 <br /> Client Advanced GeoEnyironmental Sample. B6-70 By MD/PJ <br /> Project Flame Mini Mart Depth' Remolded: <br />' Visual Classification: Reddish Brown Clayey SAND (slightly cemented) <br /> Max Sample Pressures, psi B = >095 [ B"Is an indication of saturation) <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient: = 17 <br />' 535 49 48 5 3 0E-07 <br /> Date Minutes Head, (in) K,cm/sec <br />' 12/16/2005 000 5169 Start of Test 2 5E-07 <br /> 12/16/2005 71 00 5129 2 8E-07 <br /> 12/16/2005 21400 5089 1 8E-07 2OE-o7 <br /> 12/16/2005 531 00 4999 1 5E-07 m 15E-07 <br /> 12/17/2005 165900 4684 1 6E-07 <br /> 12/18/2005 308500 4359 1 4E-07 m 1 0E-07 <br />' 5 OE-08 <br /> 0 0E+00 <br />' <br /> 00 10000 20000 30000 40000 <br /> Time, min <br /> icy 111111,,ik "r" "yN^� � Average Permeability. 2.E-07 cm/sec <br /> Sample iData Initial Final <br /> Height, in 300 299 <br />' Diameter, in 1 90 1 90 <br /> Area, in2 284 283 <br /> Volume in3 851 845 <br />' Total Volume, cc 1394 1385 <br /> Volume Solids, cc 933 933 <br /> Volume Voids, cc 461 451 <br />' Vold Ratio 05 05 <br /> Porosity, % 330 326 <br /> Saturation, % 997 999 <br />' Specific Gravity 267 267 <br /> Wet Weight, gm 2951 2943 <br /> Dry Weight, gm 2492 2492 <br />' Tare, gm 000 000 <br /> Moisture, % 184 181 <br /> D ity pcf 111 6 9123 <br /> Re,DenS <br /> ks <br /> J <br /> iY <br /> 1 <br />