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LARGE SCALE DIRECT SHEAR REPORT <br /> ' —Lo i _ _ Test Method 5321A <br /> ASSOCIATES Qualifying Tests Pre—Construction <br /> Report!)ate: March 28, 2013 <br /> ' <br /> Client/Project Name: SAN JOAQUIN COUNTY/CORRAL HOLLOW CQA Project No: 2Q12.A120 <br /> Superstrate: <�= Spacer <br /> Material 1: AGRU 60mil Mikrospike DS(Rol l#837696-12)(shiny side toward geocomposite) LSN: AZZ Clamped <br /> ' Material 2: GeocompositeLSN: BAA Clamped <br /> ed <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. 1.7 250 200 39 <br /> C" 400 <br /> -1 <br /> W <br /> N <br /> 300 <br /> N <br /> N <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 <br /> soo <br /> psi psf psf Angle <br /> 1. 1.7 250 130 27 <br /> ' 400 <br /> Q <br /> N <br /> U) <br /> ' � 300 <br /> X 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 /> LLa[Excal% gectstaedt Alarm I2012A12013A94� Print Date: Entered By. Reviewed By: Lab Log. <br /> DCN:LSDS-tp(rev., 11129112) 04101113 KH krc 3494D <br /> ' Page 1 of 2 <br />