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LARGE SCALE DIRECT SHEAR REPORT <br /> Geo-Lo Test Method D-5321 A <br /> ' AssaCiATEs <br /> Construction Materials Tests <br /> Report Date: May 1, 2013 <br /> ' <br /> Client lProject Name: SAN JOAQUIN COUNTY/CORRAL HOLLOW CQA Project No: 2012.A120 <br /> Superstrate: <�= Spacer <br /> Material 1: <--= AGRU 60mil Microspike DS(Roll#837702-12)(shiny side toward geocomposite) LSN: BAB Clamped <br /> ' Material: 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 /> - <br /> psi psf psf Angle <br /> 1. 1.7 250 170 34 <br /> 400 <br /> Q. <br /> U) <br /> U) <br /> LLJ <br /> 300 <br /> u) <br /> ' W <br /> N <br /> 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. 1.7 250 110 24 <br /> � aoa <br /> U) <br /> U) <br /> ' 0� 300 <br /> tY <br /> W <br /> u) 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 /> L-LatexcelR46dsI0entIAkre12012A120135Q4SLS0.4ap Print Date: Entered ay. Reviewed By. Lab Log: <br /> DCN.LSDS-rp(rev., 11/29/12) 05/01/13 JL KH 3508B <br /> ' Pagel of 2 <br />