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Hydraulic Conductivity <br /> C®PER ASTM D 5084 <br /> Method C Failing Head Rising Tailwater <br /> eti <br /> Job NO' 255-033D Boring MW-2 Date. 08/27/03 <br /> Client: Advanced Geoenvironmental Sample: By: PJ <br /> Project: Envies General Store Depth' 35' Remolded: <br /> Visual Classification Brown Silty CLAY w/ Sand <br /> Max Sample Pressures, psi: B = >0 95 ^g"is an indication of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient: = 26 <br /> 63 5 59 58 5 z 5E-N <br /> Date Minutes Head, (in) K,cmisec <br /> 8/21/2003 000 5169 Start of Test 20EA8 <br /> 8/21/2003 600 5129 2 0E-06 <br /> 8/21/2003 1300 5109 1 4E-06 15E,06 <br /> 8/21/2003 2400 5069 1 2E-06 R <br /> 8/21/2003 51 00 4969 1 2E-06 E <br /> 8/21/2003 7000 4899 1 2E-06 <br /> CL t oE-0s <br /> 8/21/2003 9200 4829 1 1 E-06 <br /> 8/21/2003 11400 4749 1 1 E-06 5 -0' <br /> 8/21/2003 13100 4689 1 1 E-06 <br /> 0 oE.ao <br /> I 00 200 400 600 800 1000 1200 1400 <br /> Time,min <br /> i «` �s '��" Average Permeability: 1 E-06 <br /> cm/sec <br /> Sample Data Initial Final <br /> Height, in 200 202 <br /> Diameter, in 1 90 1 91 <br /> Area, int 284 288 <br /> Volume in3 567 581 <br /> Total Volume, cc 9292 9519 <br /> Volume Solids, cc 5708 5708 <br /> Volume Voids, cc 3584 3811 <br /> Void Ratio 063 067 <br /> Porosity, % 386 400 <br /> Saturation, % 907 994 <br /> Specific Gravity 281 281 <br /> Wet Weight, gm 1929 1983 <br /> Dry Weight, gm 1604 1604 <br /> Tare, gm 000 000 <br /> Moisture, % 203 236 <br /> Dry Density, pcf 1077 1051 <br /> Remarks <br />