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' Hydraulic Conductivity r <br /> ASTM D 5084 - <br /> r <br /> Method C Falling Head Rising Tailwater <br /> Job No 255-040 Boring Date 12/08/04 <br />' Client: Advanced GeoEnvlronmental Sample MW3-10 By MD/PJ <br /> Project Lapez_Property Depth' 100 Remolded <br /> Visual Classification. Brown Clayey SAND w/white nodules <br />' Max Sample Pressures, psi. B = >0 95 ("B"is an indication of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 13 <br />' <br /> 535 49 485 475 1 OE-05 <br /> Date Minutes Head, (in) K,cmisec 9OE-06 <br /> 11/30/2004 000 28 Start of Test <br />' 11/30/2004 3800 2720 2 5E-06 8 of-06 <br /> 11/30/2004 9400 2640 2 1 E-06 7 0E 0s <br /> 11/30/2004 16700 2500 2 2E-06 6OE-06 <br />' 11/30/2004 54900 1960 2 1 E-06 r= 5 of-06 <br /> 12/1/2004 131800 1340 1 9E-06 4 OE-06 <br /> 12/1/2004 5900 9473 2 1 E-06 3 0E-06 <br /> 2 0E-06 I -- <br /> 1 OE-05 I I <br />' <br /> 00 5000 1000 0 15000 <br /> Time, min <br /> A Average Permeability2.E-06 cm/sec <br /> Sample Data Initial Final <br /> Height, in 300 301 <br />' Diameter, in 1 93 1 94 <br /> Area, i n2 293 296 <br /> Volume m3 878 890 <br />' Total Volume, cc 1438 1458 <br /> Volume Solids, cc 823 823 <br /> Volume Voids, cc 61 6 635 <br /> Void Ratio 07 08 <br /> Porosity, % 428 436 <br /> Saturation, % 823 999 <br />' Specific Gravity 271 271 <br /> Wet Weight, gm 2736 2864 <br /> Dry Weight, gm 2229 2229 <br /> Tare, gm 000 000 <br /> Moisture, % 227 285 <br /> Dry Density, pcf 967 954 <br /> Remarks <br /> I <br />