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1 <br /> dD <br /> Hydraulic ConductivityASTM D5084 �Method C Failing Head Rising Tailwater �6 'Y'� sJob No• 255-037c Boring• MW3 Date 04Client• Advanced GeoEnvironmental Sample• By Project: Quick N Save #1 Depth' 500 Remarks Cla end tested <br /> Visual Classification: Gray Clayey SAND Grading to Sandy CLAY- Stronq petroleum odorMax Sam le Pressures, si: B = >0 95 "B"is an indication ofCell Bottom TOP Avg Sigma 3 Max Hydraulic Gradient = <br /> 635 59 58 5 <br /> Date Minutes Head, {in} K,cmisec s 1E-06 <br /> 1/0/1900 000 9833 Start of Test s 1E-06 <br />' 1/0/1900 4300 9603 1 1 E-06 71E-06 <br /> 1/0/1900 12300 91 98 1 1 E-06 61 E-06 <br /> 1/0/1900 17000 8998 1 1 E-06 51 E_06 <br /> I1/0/1900 25900 8618 1 0E-06 E4 1E-06 <br /> 1/0/1900 30200 8433 1 0E-06 a <br /> 3 IE-06 <br /> 2 1E-06 <br /> 11E-06 <br /> 1 0E-07 <br /> I <br /> 00 500 1000 1500 2000 2500 3000 <br /> Time,min <br /> " _ ` ' ' ` Average Permeability 1 E-06 <br /> cm/sec <br /> ` ' a'`� x _a,r <br /> Sample Data Initial Final <br /> Height, in 200 1 98 <br /> IDiameter, in 1 92 1 93 <br /> Area, in2 290 291 <br /> Volume in3 579 576 <br /> Total Volume, cc 949 944 <br /> Volume Solids, cc 574 574 <br /> Volume Voids, cc 375 370 <br /> IVoid Ratio 07 06 <br /> Porosity, % 395 392 <br /> Saturation, % 985 1000 <br /> Specific Gravity 267 267 <br /> Wet Weight, gm 1902 1903 <br /> IDry Weight, gm 1533 1533 <br /> Tare, gm 000 000 <br /> Moisture, % 241 241 <br /> I1Dry Density, pcf 1008 101 3 <br /> Remarks <br /> I <br /> I <br />