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FROM :LAMBERT&PGSOCIATES <br />FAX NO. :9702493262 Jun. 12 2007 11:21AM P10 <br />4 <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Western Fuels Miscellaneous Testing Project Number. M07057MT Date Sampled: <br />Sample source: TP 2 ® 0-6.5 it Lab Sample V. <br />Description: Clay. , Brown Date Tested: w4aw Tested By: <br />5 <br />F1 <br />y 3 <br />N <br />2 <br />1 <br />Direct Shear Test Results <br />f , �. <br />2.00 4.00 6.00 <br />Normal Stress (psi) <br />8.00 <br />y =0.3718x +0.7198 <br />R2 = 0.997 <br />y = 0.4152x + 1.0164 <br />R2 -0.9887 <br />Y = 0.4248x + 1.3588 <br />R' = 0.9942 <br />• 2% Strain <br />■ 4% Strain <br />6% Strain <br />--- Linear (6% Strain) <br />— — Linear (4% Strain) <br />- - - Linear (2% Strain) <br />Soil remolded to approximately 8506 ASTM D698 Maximum Dry Density <br />Remolded Dry Density' 97 pcf Moisture Content = 9.7% <br />% Strain Cohesion (pet) Friction Angle (deg) <br />2 104 20 <br />4 148 23 <br />6 196 23 <br />Attachment 2.05.3(3) -21 -49 <br />AC <br />