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„ Hydraulic Conductivity 7 <br /> ASTM D 5084 <br /> Method C Falling Head Rising Tailwater <br />' Job No- 255-041 Boring Date 12/23/05 <br /> Client: Advanced Geo Environmental Sample: 137-35 By MD/PJ <br /> Project. Flame Mini Mart Depth' Remolded <br />' Visual Classification. Light Reddish Brown Silty SAND / Sandy SILT <br /> Max Sample Pressures, psi. B = 50 95 ("B”Is an Indication of saturation) <br /> Cell Bottom I Top I Avg Slgrna 3 Max Hydraulic Gradient: = 10 <br />' 635 585 1 58 5 J 5 2 OE-04 <br /> Date Minutes Head, (in) K,cm/sec 18E-04 _ <br />' 12/16/2005 000 24 Start of Test 1 6E-04 <br /> 12/16/2005 500 1660 1 6E-04 1 4E-04 �� ---- <br /> 12/16/2005 2900 300 1 5E-04 & 1 2E-04 F - <br />' 12/19/2005 1 00 2210 1 8E-04 m 1OE-04 <br /> 12/19/2005 700 1420 1 6E-04 g 0E-05 <br /> 12/19/2005 1200 1020 1 5E-04 1L 6 0E-05 <br /> 12/19/2005 2800 360 1 4E-04 4 OE-06 <br /> 12/19/2005 300 1950 1 5E-04 2 OE-05 <br /> 12/19/2005 900 1370 1 3E-04 0 aE+00 <br />' 00 100 200 300 400 <br /> Time, min <br /> " � �' Average Permeability: 2.E-04 cm/sec <br /> ��,�'��.�� ��=moi , ; �„ <br />' 9 <br /> Sample Data Initial Final <br /> Height, in 250 249 <br />' Diameter, In 1 92 1 90 <br /> Area, int 290 284 <br /> Volume Ina 724 706 <br />' Total Volume, cc 1186 1157 <br /> Volume Solids, cc 636 636 <br /> Volume Voids, cc 550 521 <br /> Vold Ratio 09 08 <br /> Porosity, % 464 451 <br /> Saturation, % 389 952 <br />' Specific Gravity 269 269 <br /> Wet Weight, gm 1924 2206 <br /> Dry Weight, gm 1710 171 0 <br />' Tare, gm 000 000 <br /> Moisture, % 125 290 <br /> Dry Density, cf 900 922 <br />' Remarks IFinal densities are approximate because the sample slumped <br /> 1 <br />