Laserfiche WebLink
LARGE SCALE DIRECT SHEAR REPORT <br /> ' ` -L g' Test Method 5321-B <br /> AS SO C I AT CS <br /> Report Date: March 28,2013 <br /> ' <br /> Client/Project Name: SAN JOAQUIN COUNTY/CORRAL HOLLOW CQA Project No: 2012.A120 <br /> Supers trate: Spacer <br /> Material 1: Retention Pond South#1 <br /> LSN: 3494A Remolded <br /> ' Materiai2: b AGRU 60mil Mikrospike DS(Roll#837696-12)(matte side toward soil) LSN: AZZ 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. 1.7 250 180 36 <br /> � 400 <br /> iz <br /> W <br /> N <br /> 300 <br /> 1 Q <br /> W <br /> = 200 <br /> N <br /> ■ <br /> ' 100 <br /> ' 0 <br /> 0 100 200 300 400 500 600 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> ' STRENGTH ENVELOPE 600 <br /> (at 3.0 in.displacement) <br /> Test Normal Shear Secant <br /> ' Point Stress Stress Friction <br /> 500 <br /> psi psf psf Angle <br /> 1. 1.7 250 140 29 <br /> 400 <br /> 0 <br /> (1) <br /> to <br /> ' F- 300 <br /> U) <br /> qqT� <br /> N 200 <br /> 100 <br /> 0 <br /> ' 0 100 200 300 400 500 600 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <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 /> LLa59ccd04edsIGiedIN67e12012A12013499ELSDsrp Print Date: Entered By. Reviewed By. Lab Log: <br /> DCN:LSDS-rp(rev., 11129112) 04101113 KH krc 3494E <br /> ' Page 1 of 2 <br />