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1 <br />' Hydraulic ctivity <br /> C®PER Y ASTM D 5084 <br />' Method C Falling Head Rising Tailwater <br /> Job No 255-040 Boring* Date 12/07/04 <br />' Client Advanced GeoEnviron mental Sample MW3-30 By- MD/PJ <br /> Project Lopez Property Depth' 300 Remolded <br />' Visual Classification Gray Silty SAND <br /> Max Sample Pressures, psi B = >0 95 „s„is an indication of saturation) <br /> Cell Bottom Top Avg Sigma 3 Max H draulic Gradient- = 9 <br />' <br /> 535 485 485 5 1 1 E-04 <br /> Date Minutes Head, (in) K,cm/sec 1 OE-04 <br /> 11/30/2004 000 28 Start of Test 9 OE-05 <br />' 11/30/2004 3800 11 20 8 0E-05 <br /> 11/30/2004 5900 680 7 9E-05 4. E-05 <br /> 7 0OaE-05 <br /> 11/30/2004 700 2360 8 1 E-05 6 OE-05 - <br />' 11/30/2004 2900 1360 8 2E-05 E <br /> 12/1/2004 300 2560 1 0 E-04 a 5 OE 05 <br /> 12/112004 1300 2000 8 7E-05 4 0E-05 - <br />' 12/1/2004 7300 480 8 OE-05 3 OE-05 - <br /> 2 OE-05 <br /> 1 OE-05 <br />' <br /> 00 200 400 600 800 Jh <br /> Time, min <br /> pp E-0{� I <br /> 5 cm/sec <br /> Average PermeabilityU <br /> ISample Data Initial Final <br /> Height, in 300 297 <br />' Diameter, in 1 93 1 91 <br /> Area, in2 291 287 <br /> Volume in3 873 853 <br />' Total Volume, cc 1431 1397 <br /> Volume Solids, cc 874 874 <br /> Volume Voids, cc 557 523 <br />' Void Ratio 06 06 <br /> Porosity, % 389 374 <br /> Saturation, % 993 997 <br />' Specific Gravity 274 274 <br /> Wet Weight, gm 2948 291 7 <br />' Dry Weight, gm 2395 2395 <br /> Tare, gm 000 000 <br /> Moisture, % 231 21 8 <br /> Dry Density, pcf 1045 1069 <br /> Remarks <br /> A <br />