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Hydraulic Conductivity 9 � <br /> ASTM D 5084 " �; � �� �Iv <br /> Method C Falling Head Rising Tailwater � <br /> k <br /> Job No: 255-027b Boring 13 Date: 11/06/02 <br /> Client Advanced GeoEnvironmental Sample: By. DC <br /> Project Herman & Hellen's Marina Depth' 14 Remolded: <br /> Visual Classification: brown & black PEAT w/silt <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 /> 44 40 38 5 <br /> Date Minutes Head, (in) K,cm/sec 91E-07 <br /> 10/30/02 000 7438 Start of Test 8 1E-07 <br /> 10/30/02 6100 7368 6 3E-07 71E-07 <br /> 10/30/02 12000 7293 6 5E-07 ' s 1E-07 <br /> 10/30/02 18000 7218 6 4E-07 a5 1E_07 I <br /> 10/30/02 24000 7148 6 2E-07 E 41E-07 ' <br /> 10/30/02 30000 7073 6 3E-07 a 31E-07 <br /> 10/30/02 42000 6933 6 4E-07 2 1E-Q7 <br /> 1 1E-07 <br /> 1 0E-08 <br /> 00 1000 2000 3000 4000 5000 <br /> Time,min <br /> Average Permeability: 6.E-07 cm/sec <br /> Sample Data Initial Final <br /> Height, in 290 293 <br /> Diameter, in 1 62 164 <br /> Area, int 206 212 <br /> Volume m3 598 622 <br /> Total Volume, cc 9795 101 92 <br /> Volume Solids, cc 853 853 <br /> Volume Voids, cc 8942 9339 <br /> Void Ratio 1048 1094 <br /> Porosity, % 91 29 91 63 <br /> Saturation, % 9394 10001 <br /> Specific Gravity 1 91 Assumed 1 91 <br /> Wet Weight, gm 1003 1097 <br /> Dry Weight, gm 163 163 <br /> Tare, gm 000 000 <br /> Moisture, % 5153 5730 <br /> Density, pcf 104 100 <br /> emarks <br />