Laserfiche WebLink
Hydraulic Conductivity <br /> 1 C®PER } ASTM D 50$4 <br /> ' Method C Falling Head Rising Tailwater ,�' <br />' Job No- 255-041 Boring: Date. 12/23/05 <br /> Client: Advanced GeoEnvironmental Sample 136-40 By, MD/PJ <br /> Project: Flame Mini Mart Depth' Remolded: <br />' Visual Classification: Greenish Gray Silty SAND (cemented) <br /> Max Sample Pressures, psi: B' = >0 95 ("13"Is an Indication of saturation) <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 13 <br />' 635 59 58 5 1 0E-05 <br /> Date Minutes Head, (in) K,cm/sec <br /> 9 OE-O6 <br /> 1 12/16/2005 000 9833 Start of Test <br /> a DE-06 <br /> 12/16/2005 1800 9693 2 5E-06 <br /> 12111612005 2700 9633 2 4E-06 aE 06 <br /> 12/16/2005 6000 9453 2 1 E-06 6 OE-06 - <br />' 12/16/2005 6700 9413 2 1 E-06 € 5 0E-06 <br /> 12/1612005 13700 9093 1 9E-06 a 4 0E-06 <br /> 12/16/2005 21500 8753 1 7E-06 3 OE-06 - - <br /> 12/16/2005 25600 8593 1 7 E-06 2 0E-06 <br /> 1 0E-06 <br />' <br /> 00 500 1000 1500 2000 2500 3000 <br /> Time, min <br /> a a <br /> e, bility: 2.E-06 cm/secAverage Permeas <br /> i , <br /> Sample Data Initial Final <br /> Height, in 300 300 <br />' Diameter, In 1 92 192 <br /> Area, int 290 289 <br /> Volume in3 869 867 <br /> Total Volume, cc 1423 1420 <br /> Volume Solids, cc 881 881 <br /> Volume Voids, cc 542 539 <br />' Void Ratio 06 06 <br /> Porosity, % 381 380 <br /> Saturation, % 710 983 <br />' Specific Gravity 269 269 <br /> Wet Weight, gm 2755 2900 <br /> Dry Weight, gm 2370 2370 <br /> Tare, gm 000 000 <br /> Moisture, % 162 224 <br /> Dry Density, pcf 1039 1041 <br /> ' Remarks <br /> 1 <br />