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1 <br /> ; �, Hydraulic Conductivity <br /> C®PER ASTM D 5084 <br /> " Method C Falling Head Rising Tailwater <br /> s ; <br /> 4� ,.ski 4 £,. 4A.1bc ,„Nr;may. 'y rT{ .-F Iuhl•--rrl^'Feu ra h-f..53-b ...f'�N��'A r i <br /> Job No- 255-038a Boring MW1 Date m04/16/04 <br />' Client Advanced GeoEnvironmental Sample By MD/PJ <br /> Project Quick N Save #2 Depth' 250 Remolded <br />' Visual Classification Gray Sandy CLAY <br /> Max Sample Pressures, psi B = >0 95 ('B'is an indication of saturation) <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 26 <br /> 635 595 575 5 1 3E-06 <br /> Date Minutes Head, (in) K,cm/sec <br /> 4/8/2004 000 7213 Start of Test 1 1E-06 <br /> 4/9/2004 75600 6458 3 5E-07 <br /> 4/9/2004 97400 6268 3 5E-07s of-07 <br /> 4/9/2004 112300 61 38 3 4E-07 7 OE-07 <br /> 4/9/2004 143500 5878 2 9E-07 <br /> 4/10/2004 114700 6868 2 9E-07 5 0E-07 <br /> 4/11/2004 271600 5818 2 6E-07 <br /> 4/12/2004 361800 5338 2 6E-07 3 OE-07 <br /> 4/12/2004 399200 51 68 2 6E-07 <br /> 1 0E-07 <br /> 0 0 10000 20000 30000 40000 5000 0 <br /> Time, min <br /> Average Permeability- 3 E-07 cm/sec - ; <br /> Sample Data Initial Final <br /> Height, in 300 307 <br />' Diameter, in 1 92 1 93 <br /> Area, in2 290 291 <br /> Volume in3 869 894 <br /> Total Volume, cc 1423 1466 <br /> Volume Solids, cc 895 895 <br /> Volume Voids, cc 528 571 <br /> Void Ratio 06 06 <br /> Porosity, % 371 389 <br /> Saturation, % 903 1000 <br /> Specific Gravity 275 275 <br /> Wet Weight, gm 2938 3032 <br /> Dry Weight, gm 2461 2461 <br /> Tare, gm 000 000 <br /> Moisture, % 194 232 <br /> IDry Density, pcf 1079 1048 <br /> Remarks <br /> I <br />