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' Hydraulic Conductivity <br /> CQ�PER ASTM D 5084 <br /> Job No: 255-022 Boring: Date: 02/08/02 <br /> Client: Advanced GeoEnv. Sample: P-11 By: DC <br /> ' Project: Grewal Depth' 35 Remolded: <br /> Sample Pressures: gray brown clayey SAND <br /> ' Sample Pressures: *B: = 1 <br /> Cell: 53.5 psi I Bot. Cap: 49 psi Top Cap: 48 psi Gradient: 5 <br /> Method C: Falling Head 1 Rising Tailwater <br /> 6.DE-as <br /> Date Minutes Head, (in) K,cm/sec oseriesl <br /> 1122102 0 51.69 Start of Test 5.0E-05 ■Series2 <br /> ' 1 50.29 5.70E-05 _ <br /> 3 48.49 4.40E-054 <br /> 4 47.29 4.60E-05 <br /> 8 44.09 4.10E-05 s.aE-05 �� - . <br /> 22 34.19 3.90E-05 a _ <br /> ' z.OE 05 <br /> 0 51.69 <br />' 16 41.19 3.00E-05 1.0E-05 <br /> 27 35.49 3.00E-05 <br /> 46 27.69 2.90E-05 0.0E+a0 <br /> 66 20.99 2.90E-05 0 20 4a so so <br /> Time,min. <br />' Average Permeability: 3.E-05 cm/sec <br /> Sample Data: Initial Final <br /> Height, in 2.50 2.44 <br />' Diameter, in 1.92 1 .91 <br /> Area, int 2.90 2.87 <br /> Volume in3 7.24 6.99 <br />' Total Volume, cc 118.61 114.56 <br /> Volume Solids, cc 68.61 68.61 <br />' Volume Voids, cc 50.00 45.96 <br /> Void Ratio 0.73 0.67 <br /> Porosity, % 42.16 40.11 <br />' Saturation, % 56.39 95.09 <br /> Specific Gravity 2.73 2.73 <br />' Wet Weight, gm 215.5 231.0 <br /> Dry Weight, gm 187.3 187.3 <br /> Tare, gm 0.00 0.00 <br />' Moisture, % 15.1 23.3 <br /> Lry Density, pcf 98.5 102.0 <br /> Note: *B=Delta Pore Press/Delta Cell Press indication of saturation). <br />' Remarks: <br /> 1 <br />