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Knight Piesold <br />CONSULTING <br />Project CC & V <br />Client AMEC <br />Sample No. Tailing Composite (C - 1) <br />Depth NA <br />Date Tested 2/24 - 2/26/11 <br />Dry Density, pcf <br />Moisture Content, % <br />Side Length, in. <br />Height, in. <br />Void Ratio, e <br />36000 <br />33000 <br />30000 <br />27000 <br />24000 <br />N <br />vi n 21000 <br />N <br />!n 18000 <br />L 15000 <br />L <br />co <br />12000 <br />9000 <br />6000 <br />3000 <br />0 <br />Stress vs. Strain <br />IS <br />00 02 04 06 08 10 12 14 <br />Honzontal Displacement, inches <br />16 <br />General Test Notes: <br />ID <br />Initial Parameters <br />1 2 3 <br />88.9 88.9 88.9 <br />25.2 25.2 25.2 <br />6.000 6.000 6.000 <br />4.300 4.300 4.300 <br />0.910 0.910 0.910 <br />Sample Information <br />Direct Shear Test Data <br />ASTM D 3080 <br />1 <br />Project No. DV108- 00130/11 <br />Activity L100 <br />Lab No. L2011 - 003 <br />Tested By db <br />Checked By spb <br />Post Test Parameters <br />2 3 <br />PENDING <br />36000 <br />33000 <br />30000 <br />27000 <br />24000 <br />21000 <br />18000 <br />15000 <br />12000 <br />9000 <br />6000 <br />3000 <br />0 <br />Strength Envelope Interpretation <br />0 6000 12000 <br />18000 24000 30000 36000 42000 48000 54000 60000 <br />Normal Stress, psf <br />y = 0.5644x + 1350.2 <br />R = 0.999 <br />Not to Scale 1 <br />Specimens were not inundated during consolidation or shear displacement <br />Specimens were remolded to approximately 85% of the MDD at 10 percent above OMC <br />Shear strength tangent selected at peak shear stress <br />3/2/2011 KnighC1314t6kljtirfilt@es Direct Shear OMC plus 10 Report.xlsReport <br />