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f n hE <br /> Hydraulic Conductivity <br /> C PER F ASTM D 5084 q <br /> Method C Falling Head Rising Tailwater <br /> .fob No 255-036a Boring MW1 Date: 02/18/04 <br /> ' Client: Advanced GeoEnvironmental Sample' By DC <br /> Project Ocampo Depth' 20' Remolded- <br /> Visual Classification Olive Brown CLAY with Sand near Silty CLAY with Sand <br /> ' Max Sample Pressures, psi. B = >0 95 "B"is an indicatEon of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 19 <br /> ' <br /> 635 59 58 5 6 0E-07 <br /> Date Minutes Head, (in) K,cm/sec <br /> 2/10/2004 000 9833 Start of Test 5 0E-07 <br /> ' 2/10/2004 9400 9593 5 5E-07 <br /> 2/10/2004 19800 9433 4 3E-07 a OE-o7 <br /> 2/11/2004 1291 00 7833 4 2E-07' 0E-07 2/11/2004 417 00 91 63 3 7E-07 <br /> 2/12/2004 108300 8223 3 9E-07 a 2 0E-07 <br /> ' 1 0E-07 <br /> 0 0E+00 <br /> ' <br /> 00 5000 10000 15000 <br /> Time,min <br /> Average Permeability 4 E-07 cm/sec � ,_ <br /> Sample Data Initial Final <br /> Height, in 200 200 <br /> ' Diameter, in 1 92 1 93 <br /> Area, in2 290 293 <br /> Volume in3 580 585 <br /> Total Volume, cc 950 959 <br /> Volume Solids, cc 485 485 <br /> Volume Voids, cc 465 474 <br /> ' Void Ratio 1 0 10 <br /> Porosity, % 490 495 <br /> Saturation, % 963 998 <br /> ' Specific Gravity 274 274 <br /> Wet Weight, gm 1776 1801 <br /> tDry Weight, gm 1328 1328 <br /> Tare, gm 000 000 <br /> Moisture, % 337 356 <br /> ' Dry Density, pcf 872 864 <br /> Remarks <br /> 1 <br /> 1 <br />