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a <br /> j Hydraulic Conductivity <br /> C®pER ASTM D 5084 �w � <br /> � Method C Falling Head Rising Tailwater <br /> Job No: 255-027 Boring: 12 Date 11/06/02 <br /> Client: Advanced GeoEnvironmental Sample: By: DC <br /> Protect: Herman & Hellen's Marina Depth' 38 Remolded <br /> Visual Classification. gray clayey SAND <br /> Max Sample Pressures, psi. B W >0 95 ("B"is an indication of saturation) <br /> Cell Bottom Tog Arg, Sigma 3 Max Hydraulic Gradient = 27 <br /> 44 40 38 1 5 s DE-07 <br /> Date Minutes Head, (in) K,cmisec .SE-07 <br /> 11/4/02 000 7438 Start of Test 4 OE-07 <br /> 11/4/02 14500 7313 4 7E-07 35E-07 <br /> 11/4/02 24000 7293 3 3E-07 4' 3 0E-07 <br /> 11/4/02 44500 7243 2 2E-07 2.5E-07 <br /> 1114/02 50500 7233 2 1E-07 iW <br /> m 20E-07 <br /> 11/6102 90000 7208 1 4E-07 0. <br /> 1116102 102000 71 88 1 3E-07 1 SE-07 <br /> 11/6/02 15500 7383 1 7E-07 'OE-07 <br /> 1116/02 26000 7348 1 7E-07 50E-03 <br /> 0 OE-00 <br /> 00 2000 4000 6000 8000 10000 12000 <br /> Time,min <br /> Average Permeability: 2.E-07 cm/sec <br /> Sample Data: Initial Final <br /> Height, in 274 267 <br /> Diameter, in 1 67 1 68 <br /> Area, in2 218 221 <br /> Volume in3 596 590 <br /> Total Volume, cc 9765 9664 <br /> Volume Solids, cc 6663 6663 <br /> Volume Voids, cc 31 02 3001 <br /> Void Ratio 047 045 <br /> Porosity, % 31 77 3106 <br /> Saturation, % 9960 9529 <br /> Specific Gravity 270 270 <br /> Wet Weight, gm 2108 2085 <br /> Dry Weight, gm 1799 1799 <br /> Tare, gm 000 000 <br /> Moisture, % 172 159 <br /> EUm Densit , pct 1150 1162 <br /> marks <br />