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1 <br /> 1 _ ` <br /> Hydraulic Conductivity <br /> ®P� s , ASTM D 5084 <br /> Method C Falling Head Rising Tailwater 1�119 <br /> Job No 255-037b Boring- MW2 Date 04/15/04 <br />' Client: Advanced Geo Environmental Sample: By MD/PJ <br /> Project Quick N Save #1 Depth' 400 Remolded <br />' Visual Classification: Gray Silty SAND - Stronq Petroleum Odor <br /> Max Sample Pressures, si. B = >0 95 'B"is an indication of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient: = 19 <br /> 535 49 485 475 1 0E-05 <br /> Date Minutes Head, (in) K,cm/sec 9 0E-06 <br /> 1/0/1900 000 26 Start of Test <br />' <br /> 1/0/1900 2200 2420 6 7E-06 8 0E-06 <br /> 1/0/1900 3800 2340 5 7E-06 ZI 7 OE-06 <br /> 1/0/1900 121 00 2020 4 3E-06 Z s of-06 <br />' 1/011900 20400 1620 4 8E-06 E 5 0E-00 <br /> 1/0/1900 500 9623 6 0E-06 a 4 of-06 <br /> 1/0/1900 1200 9403 6 5E-06 3 OE-06 <br /> I1/0/1900 21 00 9163 6 2E-06 2 0E-06 <br /> 1/0/1900 700 9623 6 4E-06 <br /> 1 0E-06 <br /> 00 500 1000 1500 2000 2500 <br /> Time,min <br /> Average Permeability- 6 E-06 cm/sec - <br /> Sample Data Initial Final <br /> Height, in 200 1 97 <br />' Diameter, in 1 92 1 93 <br /> Area, 1n2 290 294 <br /> Volume in3 579 579 <br />' Total Volume, cc 949 948 <br /> Volume Solids, cc 529 529 <br /> Volume Voids, cc 420 41 9 <br /> Void Ratio 08 08 <br /> Porosity, % 442 442 <br /> ISaturation, % 920 971 <br /> Specific Gravity 266 266 <br /> Wet Weight, gm 1794 181 5 <br /> IDry Weight, gm 1408 1408 <br /> Tare, gm 000 000 <br /> Moisture, % 274 289 <br /> Dry Density, pcf 926 1 926 <br /> Remarks <br /> tE <br /> I <br />