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Project Title: <br />Project Number: <br />Date Tested: <br />• <br />Sample Setup <br />Initia! Sample Height, in <br />Mold Diameter, in <br />Sample Area, in2 <br />Wet Sample Weight, g <br />Wet Sample Weight, Ib <br />Dry Sample Weight, g <br />Dry Sample Weight, Ib <br />Boring: <br />Sample: DRAIN COVER FILL #3 <br />Depth: <br /> Initial Sample: <br />9.579 Moisture Determination <br />10.00 Tare ABC2 <br />78.54 Wet Weight and Tart, g 940.00 <br />20,009.0 Dry Weight and Tare, g 899.70 <br />44.12 Tare Weight, g 85.34 <br />19,065.5 Moisture Content, % 4.9 <br />42.04 <br />Initia( Sample Density and Void Ratio <br />Specific Gravity' .2.58 <br />Initial Sample Volume, ft3 0.435 <br />Initial Wet Density, Ib/ft3 101.3 <br />Initial Dry Density, Ib/ft3 96.6 <br />Initial Void Ratio 0.67 <br />Final Sample Density and Void Ratio <br />Final Sample Height, in 8.043 <br />Final Sample Volume, ft3 _ _0.366 <br />Final Dry Density, Ib/ft3 115.0 <br />Final Void Ratio 0.40 <br /> <br />Load <br />(psi) <br />Height <br />(in) ry <br />Density <br />(pcf) <br />Void <br />Ratio <br />Flow Rate <br />(mllsec) <br />Permeability <br />(cm/sec) <br /> <br />Porosity <br />0 9.257 99.9 0.61 NA NA NA <br />153 8.481 109.1 0.48 2.88 0.15 0.32 <br />305 8.200 112.8 0.43 3.63 0.15 0.30 <br />450 8.043 115.0 0.40 2.57 0.11 0.29 <br /> <br /> <br />_ _ ~---- <br />CL '~lO,~~r) ` CL ex f53, - ~~r ysn) <br />r~ <br />NOTES: <br />October 1999 <br />~Specifc Gravity Assumed Value <br />a~~. <br />CC/TECHNICAL SUPPORT/CO <br />993-2075.003 <br />TABLE 3 <br />RIGID-WALL COMPRESSION <br />CONSTANT-HEAD PERMEABILITY <br />10-INCH DIAMETER CELL <br />s~~ <br />CCS~V/TECHNICAL SUPPORTICO <br />993-2075.2 <br />OCTOBER 2-5, 1999 <br />T~h~'ipG /x,~sitX <br />Page 1 of 1 <br />~_ <br />~f~-<~ '' <br />993-2075.003 <br />