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1 <br /> Hydraulic Conductivity <br /> C®PERASTM D 5084 <br /> r _ <br /> Method C Failing Head Rising Tallwater <br /> t,sN <br /> iJob No 255-037a Boring: MW1 Date- 04/15/04 <br /> Client` Advanced G eo Environmental Sample By MD/PJ <br /> Project Quick N Save#1 Depth' 150 Remolded- <br /> Visual Classification, Brown Sandy SILT <br /> Max Sample Pressures, ps.l. B = >095 "B"is an indication of saturation <br /> Cell Bottom TopI Avg. Sigma 3 Max Hydraulic Gradient: = 17 <br /> 635 59 58 5 1 0E-04 <br /> Date Minutes Head, (in) K,cm/sec s 0E-05 <br /> 1/0/1900 000 5169 Start of Test <br />' 1/0/1900 300 5079 1 4E-05 8 0E-05 <br /> 1/0/1900 600 5009 1 2E-05 z. 7 0E-05 <br /> 1/0/1900 900 4929 1 3E-05 ro 6 0E-05 <br />' 1/0/1900 1500 4779 1 2E-05 5 0E-05 <br /> 1/011900 2400 4559 1 2E-05 a 4OE-05 <br /> 1/0/1900 3800 4229 1 3E-05 3 0E-05 <br />' 1/0/1900 5400 3859 1 3E-05 <br /> 2 0E-05 <br /> 1 0E-05 <br />' 00 100 200 300 400 500 800 <br /> Time,mitt <br />' <br /> t77=^'�' _'° _` K� Average Permeability 1 E-05 cm/sec <br /> Sample Data: Initial Final <br /> Height, in 301 301 <br />' Diameter, in 1 93 1 93 <br /> Area, in2 293 293 <br /> Volume in3 881 881 <br />' Total Volume, cc 1443 1443 <br /> Volume Solids, cc 852 852 <br />' Volume Voids, cc 591 591 <br /> Void Ratio 07 07 <br /> Porosity, % 409 409 <br /> ISaturation, % 794 gg g <br /> Specific Gravity 273 273 <br /> Wet Weight, gm 2796 291 7 <br /> IDry Weight, gm 2327 2327 <br /> Tare, gm 000 000 <br /> Moisture, % 202 254 <br />' Dry Density, pcf 1006 1006 <br /> Remarks <br /> J <br /> € Y <br />