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6"4 Wth Am=fdez <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Project: New Horizon Mine Pond 018 Project Number: M16043GE Date Sampled: 10/27/2016 <br />Location: Nucle, Colorado Sample Source: Delivered Lab Sample #: 3303 <br />Sample Description: Clay, sand, gravelly, brown Date Tested: 11/1/2016 Tested By: AC <br />Direct Shear Test Results <br />8 <br />7 <br />6 <br />5 <br />rA <br />a <br />4 <br />N <br />3 <br />• 2% Strain <br />U) <br />■ 4% Strain <br />2 <br />00000• 6% Strain <br />x 8% Strain <br />1 <br />!_!����•' <br />– – • Linear (2% Strain) <br />— • Linear (4% Strain) <br />0 <br />0.00 <br />Linear (6% Strain) <br />5.00 10. <br />Linear (8% Strain) <br />Normal Stress (psi) <br />% Strain <br />Cohesion (pan Friction Angle (deg) <br />2 <br />114 9 <br />4 <br />121 13 <br />6 <br />113 21 <br />8 <br />162 24 <br />Project No.: M16043GE <br />Date: November 8, 2016 <br />Figure: 1 <br />Attachment 2.05.3(3)-35 Page 5 October 2016 (TR -76) <br />