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FROM :LAMBERT &ASSOCIATES <br />FAX NO. :9702493262 Jun. 26 2007 04:54PM P3 <br />�GEOTECHN!O =ENGINEERS ga, IrCOCk CONSULTI . AND MATERIAL TEa nNG <br />Western Fuels Miscellaneous Testis Prgeet Number: M07067MT pde sampled: <br />'am b Dees smnae source: TP 0.5.6 t; Lab sample s: <br />p rlption: Clay. Ban , Brown Date Tested: 8/21/2007 Tested By: <br />Direct Shear Test Results <br />6 <br />k <br />14 <br />3 <br />t/>t <br />y •2 <br />1 <br />2.00 4.00 6.00 8.00 <br />Normal Stress (psi) <br />Y - 0.4416x + 1.8897 <br />R2 = 0.8727 <br />Y - 0.3435x + 2.8976 <br />R2 = 0.8727 <br />Y = 0.2781 x + 3.4843 <br />R2 = 0.8727 <br />• 2% Strain <br />■ 4% Strain <br />6% Strain <br />Unear (6% Strain) <br />—Unear (4% Strain) <br />Linear 2°/ Strain) <br />Soil remolded to approximately 100% ASTM D698 Maximum Dry Density <br />Remolded Dry Density = 114.6 pcf Moisture Content = 12.4% <br />% Strain Cohesion (psf) <br />2 274 <br />4 417 <br />6 502 <br />Friction Angle (deg) <br />24 <br />19 <br />1s <br />Attachment 2.05.3(3) -21 -48 <br />