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Hydraulic Conductivity <br /> „ 'f �C{�PERV; ASTM D 5084 <br /> Method Falling Head Rising Tailwater P Yom, <br /> Job No 255y-036b Boring. MW1 Date 02/18/04 <br /> Client Advanced GeoEnvironmental Sample: By- DC <br /> Project Ocampo _Depth' 50, Remolded- <br /> Visual Classification Olive Brown CLAY with Sand (very silty) near Silty CLAY with Sand <br /> Max Sample Pressures, psi, B = >095 ('13 Is an indication of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 19 <br /> ' 635 59 58 5 4 2E-07 <br /> Date Minutes Head, (in) K,cm/sec <br /> 3 7E 07 <br /> 2/10/2004 000 9833 Start of Test <br /> ' 2/10/2004 9400 9673 3 7E-07 3 2E 07 <br /> 2/10/2004 19800 9503 3 6E-07 k 2 7E 07 <br /> 2-/11/2004 129200 7973 3 8E-07 2 zE 07 <br /> ' 2/1112004 41700 9233 3 3E-07 <br /> 2/12/2004 108300 8443 3 3E-07 a 17E 07 <br /> ' 1 2E-07 <br /> 7 0E-08 <br /> 2 OE-os <br /> ' <br /> 00 5000 10000 15000 <br /> Time,min <br /> Average Permeability 4 E-07 cm/sec <br /> Sample Data- Initial Final <br /> Height, in 200 202 <br /> ' Diameter, in 192 1 93 <br /> Area, int 290 292 <br /> Volume in3 579 590 <br /> ' Total Volume, cc 949 967 <br /> Volume Solids, cc 571 571 <br /> 1 Volume Voids, cc 377 396 <br /> Void Ratio 07 07 <br /> Porosity, % 398 409 <br /> ' Saturation, % 983 985 <br /> Specific Gravity 273 273 <br /> Wet Weight, gm 1931 1950 <br /> ' Dry Weight, gm 1560 1560 <br /> Tare, gm 000 000 <br /> Moisture, % 238 250 <br /> ' Dry Density, pcf 1026 1006 <br /> Remarks <br /> 1 <br />