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6.0 <br />5.0 <br />4.0 <br />Y_ <br />a� 3.0 <br />U) <br />2.0 <br />L <br />1.0 <br />0.0 <br />0 <br />0.1 <br />0.2 <br />0.3 <br />Horizontal <br />Deformation <br />(inches) <br />6.0 <br />5.0 <br />4.0 <br />Y <br />3.0AL <br />C- <br />`m <br />L <br />u) 2.0 <br />1.0 <br />0.0 <br />0.0 1.0 2.0 3.0 <br />4.0 5.0 <br />6.0 <br />7.0 <br />8.0 <br />9.0 10.0 11.0 12.0 <br />Normal <br />Stress (ksf) <br />• <br />■ <br />A <br />• <br />:. .- <br />Normal Stress (kip/square-foot) or (ksf): <br />1 <br />3 <br />4 <br />5 <br />6 <br />Peak Shear Stress (ksf): <br />0.638 <br />3.150 <br />2.965 <br />4.430 <br />5.731 <br />Shear Stress at end of test (ksf): <br />0.632 <br />3.081 <br />2.528 <br />3.823 <br />5.731 <br />Deformation Rate (inches/minute): <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />0.05 <br />Initial Sample Height (inches): <br />1 <br />1 <br />1 <br />1 <br />1 <br />Diameter (inches): <br />2.415 <br />2.415 <br />2.415 <br />2.415 <br />2.415 <br />Initial Moisture Content (%): <br />9 <br />2 <br />2 <br />1 <br />3 <br />Dry Density (pcf): <br />97 <br />114 <br />108 <br />110 <br />109 <br />Saturation (%): <br />33 <br />11 <br />11 <br />7 <br />17 <br />Soil Height Before Shearing (inches): <br />0.9915 <br />0.9773 <br />0.9631 <br />0.9565 <br />0.9683 <br />Final Moisture Content % : <br />23 <br />14 <br />17 <br />14 <br />13 <br />Project No.: 12126.001 <br />DIRECT SHEAR TEST RESULTS <br />49 Leighton <br />Consolidated Undrained <br />Kimley-Horn MainPlace <br />DS L84. P-2 thm P-6Singe Point Sheets <br />