Laserfiche WebLink
w Hydraulic Conductivity <br /> 1 <br /> (C(3DPIER 111ASTM D 5084 } k <br /> i <br /> 1 Method C Falling Head Rising Tailwater <br /> Job No 258-015 Boring EW-1 D Date 01/08/04 <br /> r Client. Geological Technics Sample By DC <br /> Project 6622 Depth' 28' Remolded <br /> ' Visual Classification gray clayey SAND wlpockets of sandy 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- = 19 <br /> 735 69 68 5 <br /> Date Minutes Head, (in) K,cm/sec <br /> 12/22/03 000 9833 Start of Test 2 OE-07 <br /> ' 12/22/03 5600 9793 1 5E-07 <br /> 12/22/03 16900 9703 1 6E-07 1 5E-07 1 I <br /> 12/22/03 56300 9433 1 6E-07 t <br /> 12/23/03 123500 8833 1 9E-07 <br /> 12/23/03 139600 8693 1 9E-07 a 1 0E-07 <br /> 5 OE-08 { <br /> 0 OE+00 <br /> 00 5000 10000 15000 <br /> Time, min <br /> k, y {7777-7777i V , Average Permeability 2 I=-07 cm/sec }7777— <br /> ;s;k �j; ,ff <br /> Sample Data Initial Final + <br /> ' Height, in 200 1 96 <br /> Diameter, in 1 92 191 <br /> Area, in2 290 288 <br /> Volume in3 579 564 <br /> Total Volume, cc 9489 9241 <br /> Volume Solids, cc 5876 5876 <br /> Volume Voids, cc 3613 3366 <br /> Void Ratio 062 057 <br /> Porosity, % 3808 3642 <br /> Saturation, % 9772 9986 <br /> Specific Gravity 274 274 <br /> ' Wet Weight, gm 1963 1946 <br /> Dry Weight, gm 1610 1610 <br /> Tare, gm 000 000 <br /> ' Moisture, % 219 209 <br /> Dry Density, pcf 1059 1087 <br /> Remarks <br /> 1 <br />