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CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Project: Western f=uels - New Horizon Mine Project Number: M12058MT Date Sampled: 8/6/2012 <br />Location: Sample Source: Embankment Fill Material Lab Sample #: 2275 <br />Sample Description: Clay, silty, brown Date Tested: 9/17/2012 Tested By: AC <br />Direct Shear Test Results <br />7 <br />6 <br />a <br />CL 5 <br />a <br />a <br />w <br />4 <br />m 3 <br />2 . _ ______ —- -.'_� r_ —_.___ ♦ 2% Strain <br />- - Linear (2% Strain) <br />1 <br />0 <br />0.00 2.00 4.00 6.00 8.00 <br />Normal Stress (psi) <br />% Strain Cohesion (psf) Friction Angle (deg) <br />2 128 16 <br />Appendix 2.05.3(4) -6 Revised Jan. 2013 <br />