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Attachment 2.05.3(3)-36 Page 6 February 2017 (TR -78) <br />_6rtM%bA <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Project: New Horizon Mine Pond 016 Project Number. M16051 GE Date Received: Jan 10, 2017 <br />Location: <br />Sample Source: Delivered Lab Sample#: 3337 <br />Sample Description: Clay, sandy, gravels, brown Date Tested: Jan 12, 2017 Tested By: AC <br />Direct Shear Test Results <br />8 <br />7 <br />6 <br />a <br />v <br />5 <br />. + <br />4 <br />./ <br />■0000 <br />m3 <br />• 2% Strain <br />N.0... <br />■ 4% Strain <br />2 <br />s+ ♦ 6% Strain <br />----Linear (2% Strain) <br />1 <br />-Linear (4% Strain) <br />Linear (6% Strain) <br />0 <br />0.00 <br />2.00 4.00 6.00 8.00 <br />Normal Stress (psi) <br />% <br />Strain <br />Cohesion (psf) Friction Angle (deg) <br />2 <br />278 11 <br />4 <br />305 16 <br />6 <br />330 22 <br />Project No.: M16051 GE <br />Date: January 24, 2017 <br />Figure: 1 <br />Attachment 2.05.3(3)-36 Page 6 February 2017 (TR -78) <br />