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Hydraulic Conductivity A f <br /> C®PER ASTM D 5084 <br /> ' Method C Falling Head Rising Tailwater <br /> a v <br /> Job No 258-011 Boring. MW-101 Date 03/21/03 <br /> ' Client Geological Technics Sample By DC <br /> Project 9892 Depth' 21' Remolded: <br /> ' Visual Classification brown 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- <br /> 635 <br /> radient-635 59 58 5 8 0E-07 <br /> Date Minutes Head, (in) K,cm/sec - -i - <br /> 3118103 000 9833 Start of Test 7 aE-07 <br /> tI � <br /> 3118/03 12600 9343 6 8E-07 8 aE-07 <br /> 3118/03 16400 9203 6 8E-07 Z ' <br /> 3/18/03 25700 8863 6 8E-07 5 of-07 <br /> ' 3/18103 361 00 8483 6 9E-07 <br /> 40E-07 � <br /> 3/18/03 69600 7423 6 8E-07 iL <br /> sof-a7 <br /> 3/19/03 134800 5773 71 E-07 <br /> ' z of-07 <br /> I <br /> 1 0E-07 E <br /> 00 5000 10000 15000 <br /> Time, mm <br /> ' $¢;,„” k; .h � r`; ?. X, Average Permeability. 7 E-07 cm/sec <br /> tiiin lr{iv ti�l + k J; <br /> Sample Data Initial Final <br /> Height, in 200 202 <br /> ' Diameter, in 1 87 1 88 <br /> Area, in2 <br /> 275 278 <br /> Volume in3 549 559 <br /> ' Total Volume, cc 9001 9166 <br /> Volume Solids, cc 5526 5526 <br /> ' Volume Voids, cc 3476 3640 <br /> Void Ratio 063 066 <br /> Porosity, % 3861 3972 <br /> ' Saturation, % 9293 9944 <br /> Specific Gravity 274 274 <br /> Wet Weight, gm 1837 1876 <br /> ' Dry Weight, gm 1514 1514 <br /> Tare, gm 000 000 <br /> ' Moisture, % 21 3 239 <br /> Dry Density, pcf 1050 1031 <br /> Remarks <br />