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Hydraulic Conductivity <br /> CC â–ºPEIZ ASTM D 5084 <br /> Method C Falling Head Rising Tailwater _ <br /> Job No 255-040 Boring Date 12/07/04 <br /> I Client. Advanced GeoEnviron mental Sample. MW2-20 By' MD/PJ <br /> Project _ Lopez Property Depth' 20 0 Remolded <br /> Visual Classification Brown Clayey SAND <br /> Max Sample Pressures, psl B = >0 95 "B"is an indication of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient M 22 <br /> 635 595 58 475 <br /> Date Minutes Head, (in) K,cm/sec 91E-08 <br /> 12/1/2004 000 9833 Start of Test 8 1E_08 <br /> 12/1/2004 541 00 9773 3 5E-08 7 1E-08 <br /> 12/2/2004 126400 9633 5 6E-08 4" 61E-08 <br /> 12/2/2004 150400 9593 5 4E-08 m 5 I 1E-os 12/2/2004 1898 00 95 53 4 9E-08 4 1E-08 <br /> 12/3/2004 270200 9413 5 7E-08 a <br /> 3 1E-08 <br /> 12/3/2004 296800 9393 5 3E-08 <br /> I 2 1E-aa <br /> 12/3/2004 32300 16746 6 8E-08 <br /> 12/4/2004 162500 16446 5 3E-08 1 1E-08 <br /> 12/5/2004 291700 161 06 5 6E-08 1 0E-09 <br />' <br /> 00 10000 20000 30000 40000 <br /> Time, min <br /> Average Permeablll 5 E-08 cm/sec <br /> Sample Data initial Final <br /> Height, in 300 303 <br /> Diameter, in 1 93 194 <br /> Area, i n2 293 296 <br /> Volume in3 878 894 <br />' Total Volume, cc 1438 1465 <br /> Volume Solids, cc 942 942 <br /> Volume Voids, cc 496 523 <br />' Void Ratio 05 06 <br /> Porosity, % 345 357 <br /> Saturation, % 978 994 <br /> Specific Gravity 273 273 <br /> Wet Weight, gm 3057 3092 <br /> Dry Weight, gm 2572 2572 <br /> Tare, gm 000 000 <br /> Moisture, % 189 202 <br /> IDry Density, pcf 1116 1095 <br /> Remarks <br /> WL <br /> I <br />