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M Hydraulic Conductivity w <br /> CC�PER �� " ASTM D 5084 ` <br /> � <br /> Method C Falling Head Rising Tailwater <br /> Job No. 255-027c Boring 13 Date: 11/06/02 <br /> Client Advanced GeoEnvironmental Sample' By: DC <br /> Project- Herman & Hellens'sMrine Depth' 23 Remolded <br /> Visual Classification, dark brown SILT wlorganics <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 /> 74 70 68 5 2 5E-07 <br /> Date Minutes Head, (in) K,cmisec <br /> 1111102 000 7438 Start of Test 2 OE-07 <br /> 1111102 7000 7408 2 4E-07 <br /> 1111102 18500 7378 1 8E-07 5E-07 <br /> 1111102 30000 7338 1 8E-07 .0 <br /> 1111102 40200 7298 1 8E-07 E 1 OE-07 <br /> 1111102 52600 7268 1 6E-07 a. <br /> 1112102 9500 7408 1 7E-07 5 OE-08 <br /> 1112102 19000 7378 1 7E-07 <br /> G os+00 <br /> 00 1000 2000 3000 400 0 5000 6000 <br /> Time,min <br /> Average Permeability. 2.E-07 cm/sec <br /> Sample Data. Initial Final <br /> Height, in 282 270 <br /> Diameter, in 167 1 68 <br /> Area, in2 219 222 <br /> Volume in3 618 599 <br /> Total Volume, cc 101.22 9811 <br /> Volume Solids, cc 6571 6571 <br /> Volume Voids, cc 3551 3240 <br /> Vold Ratio 054 049 <br /> Porosity, % 3508 <br /> 3302 <br /> Saturation, % 9998 10000 <br /> Specific Gravity 273 273 <br /> Wet Weight, gm 2149 211 8 <br /> Dry Weight, gm - 1794 1794 <br /> Tare, gm 000 000 <br /> Moisture, % 198 18 1 <br /> Density, pcf 1106 1141 <br /> emarks <br /> J_ <br />