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Table G-2 <br />STRENGTH TEST RESULTS <br />Direct Shear Data <br />Peak Strength ResidualStren tcthh _ Unconfined <br />Friction Friction Compressive Dry Moisture <br />Sample Depth Cohesion Angle Cohesion Angle Strength Density Content <br />Number (feet) USCS3 (psf) (degrees) (psf) (degrees) (psf) (pcf) M <br />B-87-1-2 <br />10-1/2 <br />CL 350 36 <br />0 36 -- 89.1 <br />21.4 <br />B-87-1-3 <br />15 <br />CH -- -- <br />-- -- 7,457 110.6 <br />18.2 <br />B-87-2-3 <br />19-1/2 <br />CL -ML 1,000 50 <br />400 44 -- 114.2 <br />11.8 <br />1. All lab tests were performed according to American Society for Testing and Materials (ASTM) standards. <br />2. Test was run at normal pressures of 1,000, 2,000, and 4,000 psf. <br />3. Unified Soil Classfication System (USCS) symbols. <br />PJ9 9390206.00D <br />