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1 <br /> Hydraulic Conductivity ;,� vw, �wfM . . , <br /> ' ®PER ASTM D 5084 �t r i<<��r ,� ? �� ��'�wpe r <br />' g g ' <br /> Method C Failing Head Resin Ta�lwater <br /> Job No 255-038c Boring MW2 Date 04/16/04 <br />' Client Advanced GeoEnvironmental Sample: By MD/PJ <br /> Project: Quick N Save #2 Depth' 40 0 Remolded: <br />' Visual Classification Gray Silty SAND (cemented) <br /> Max Sample Pressures, psi: B = >095 B is an indication of saturation) <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 19 <br /> 635 59 585 475 <br /> Date Minutes Head, (in) K,cm/sec 91E-04 <br /> 1/0/1900 000 9833 Start of Test s 1 E-04 <br />' 1/0/1900 025 9653 1 5E-04 7 1E-04 <br /> 1/0/1900 050 9533 1 3 E-04 41 6 1 E-04 <br /> 1/0/1900 075 9393 1 2E-04 m 51 E-04 <br />' 1/0/1900 1 00 9293 1 2E-04 41 E-04 <br /> 1/0/1900 1 50 9033 1 2E--04 <br /> 3 IE-04 <br />' <br /> 1/0/1900 500 2200 9 8E-05 2 1 E-04 <br /> 1/0/1900 1300 1390 1 1 E-04 I <br /> 1 1 E-04 <br /> 1/0/1900 2000 940 1 1 E-04 <br /> 10E-05 � <br /> 00 50 100 150 200 250 <br /> Time,min <br /> Average Permeability 1 E-04 cm/sec - <br /> Sample Data: Initial Final <br /> Height, in 200 1 98 <br />' Diameter, in 1 93 1 92 <br /> Area, i n2 293 290 <br /> Volume in3 585 573 <br />' Total Volume, cc 959 939 <br /> Volume Solids, cc 556 556 <br /> Volume Voids, cc 403 383 <br /> Void Ratio 07 07 <br /> Porosity, % 420 408 <br />' Saturation, % 86 98 <br /> Specific Gravity 276 276 <br /> Wet Weight, gm 1880 1909 <br /> Dry Weight, gm 1535 1535 <br /> Tare, gm 000 000 <br /> Moisture, % 225 244 <br /> Dry Density, pcf 999 1020 <br /> Remarks <br />