Laserfiche WebLink
PJ9 9390217.00D Rev. 0 12/21/88 <br />Table B-2 <br />STRENGTH TEST RESULTSI <br />Direct <br />Shear Data2 <br />Peak Strength <br />Residual <br />Strength <br />Unconfined <br />_ <br />Friction <br />Friction <br />Compressive <br />Dry <br />Moisture <br />Sample Depth <br />Cohesion <br />Angle <br />Cohesion <br />Angle <br />Strength <br />Density <br />Content <br />Number (feet) <br />USCS3 <br />(psf) <br />(degrees) <br />(psf) <br />(degrees) <br />(psf) <br />(pcf) <br />N <br />B-87-1-2 10-1/2 <br />CL <br />350 <br />36 <br />0 <br />36 <br />-- <br />89.1 <br />21.4 <br />B-87-1-3 15 <br />CH <br />-- <br />-- <br />-- <br />-- <br />7,457 <br />110.6 <br />18.2 <br />B-87-2-3 19-1/2 <br />CL -ML <br />1,000 <br />50 <br />400 <br />44 <br />-- <br />114.2 <br />11.8 <br />1. All lab tests were performed <br />according to <br />American Society for Testing and Materials <br />(ASTM) standards. <br />2. Test was run at <br />normal pressures of 1,000, <br />2,000, and 4,000 psf. <br />3. Unified Soil Classfication System (USCS) <br />symbols. <br />PJ9 9390217.00D Rev. 0 12/21/88 <br />