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LARGE SCALE DIRECT SHEAR REPORT <br /> ' Geo-Lo!lic Test Method 5321-B <br /> ASSOCIATES <br /> Report Date: March 28, 2013 <br /> Client I Project Name-, SAN JOAQUIN COUNTY/CORRAL HOLLOW CQA Project No: 2012.A120 <br /> superstrate: Spacer <br /> Material': Retention Pond South#1 <br /> LSN: 3494A Remolded <br /> ' Material 2: Geocomposite <br /> LSN: BAA Clamped <br /> Substrate: Concrete board w/friction sand <br /> PEAK STRENGTH 600 <br /> ' Test Normal Shear Secant <br /> Point Stress Stress Friction 500 <br /> psi psf psf Angle <br /> ' 1. 1.7 250 220 41 <br /> 400 <br /> N <br /> Q <br /> W <br /> W <br /> 300 <br /> I— <br /> W ■ <br /> = 200 <br /> ' 100 <br /> ' 0 <br /> 0 100 200 300 400 500 600 <br /> NOTE:GRAPH NOT TO SCALE NORMAL STRESS(psf) <br /> ' STRENGTH ENVELOPE 600 <br /> (at 3.0 in.displacement) <br /> Test Normal Shear Secant <br /> ' Point Stress Stress Friction 500 <br /> psi psf psf Angle <br /> 1. 1.7 250 220 41 <br /> ' 400 <br /> U) <br /> U) <br /> W <br /> ' co 300 <br /> tY <br /> co <br /> Q <br /> LU2 <br /> N 200 <br /> 100 <br /> 0 <br /> 0 100 200 300 400 500 600 <br /> NOTE:GRAPH NOT TO SCALE NORMAL STRESS(psf) <br /> This testing is based upon accepted industry practice as well as the test method listed. These results apply only to the samples <br /> ' supplied and tested for the above referenced job. <br /> LLabsKcet RgedsI aie- harre12012Al2o1 304=41� Print Date: Entered By. Reviewed By. Lab Log: <br /> DCN:LSDS-rp(rev., 11/29/12) 03/29/13 KH krc 3494F <br /> ' Page 1 of 2 <br />