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LARGE SCALE DIRECT SHEAR REPORT <br /> ' Geo-LogicTest Method D-5321-B <br /> A S 5 0 C l AT h S <br /> Report Date: May 1, 2013 <br /> ' <br /> Client/Project Name: SAN JOAQUIN COUNTY/CORRAL HOLLOW CQA Project No: 2012.A120 <br /> Superstrate: <= Spacer <br /> Material 1: G:= Retention Pond South#1 <br /> t_sN: 3494A Remolded <br /> ' Materia I b Agru 200 mil Geocomposite(#517427.13) LSN: BAC Clamped <br /> Substrate: Concrete board w/friction sand <br /> PEAK STRENGTH <br /> 600 <br /> ' Test Normal Shear Secant <br /> Point Stress Stress Friction 500 <br /> psi psf psf Angle <br /> ' 1. 1.7 250 260 46 <br /> � 400 <br /> _Q <br /> N <br /> U) <br /> W 300 <br /> H <br /> K • <br /> ' W <br /> U) 200--- <br /> 100- <br /> 0. <br /> 001000 <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 <br /> soo <br /> psi psf psf Angle <br /> 1. 1.7 250 260 46 <br /> 400 <br /> U <br /> U <br /> LU <br /> ' M 300 <br /> W <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 /> LLabemel04edsI C6edIName12012A12013WaD-LSD3-ip Print Date: Entered By. Reviewed By. Lab Log: <br /> DCN:LSDS-rp(rev., 11/29/12) 05/01/13 JL KH 3508D <br /> Page 1 of 2 <br />