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i <br /> Hydraulic Conductivity <br /> C®PER ASTM D 5084 <br /> Method C Failing (lead Rising Taiiwater <br /> Job No- 258-011 b Boring MW-101 Date03/21/03 <br /> ' Client. Geological Technics Sample: By DC <br /> Project 9892 Depth' 41' Remolded <br /> ' Visual Classification gray 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- = 21 <br /> ' <br /> 435 49 48 -5 1 of v _-y - ---- - - <br /> Date Minutes Head, (in) K,cmisec -os - i_ _ i i <br /> 3118103 000 51 69 Start of Test 9 0E-07 <br /> 3118103 15600 4919 6 3E-07 8 0E-07 <br /> 3118103 19900 4859 6 2E-07 7 0E-07 I i <br /> 3118103 29000 4739 6 0E-07 -- 6 0E-07 i - <br /> ' 3118103 72900 4129 6 1 E-07 E 5 0E-07 { <br /> 3119103 1381 0033 39 6 8E-07 a 4 0E-07 i <br /> ' 3 0E-07 i <br /> 2 0E-07 <br /> 1 OE-07 <br /> 00 5000 10000 15000 <br /> Time,mm <br /> K � Y ry <br /> _ a <br /> Z, ;' #�' ,".?i Average Permeability- 6 E-07 cmisec ",,{,;; >•hy $;N, <br /> Sample Data. Initial Final <br /> Height, in 250 250 <br /> ' Diameter, in 192 1 93 <br /> Area, int 290 293 <br /> ' Volume in3 724 731 <br /> Total Volume, cc 11861 11985 <br /> Volume Solids, cc 6870 6870 <br /> ' Volume Voids, cc 4992 51 16 <br /> Void Ratio 073 074 <br /> Porosity, % 4208 4268 <br /> ' Saturation, % 9716 9911 <br /> Specific Gravity 276 276 <br /> t Wet Weight, gm 2381 2403 <br /> Dry Weight, gm 1896 1896 <br /> Tare, gm 000 000 <br /> Moisture, % 256 267 <br /> Dry Density, pef 997 987 <br /> Remarks <br />