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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> 143E Spring HBI Drive,Grass valley,CA 95945(530)272-2448 <br /> Test Method D-5321A <br /> LABORA TORY SERVICES <br /> Client Name: ALLIED WASTE, INC. ProjectName Report Date: October 16,2003 <br /> superso-ate. - FORWARD LF Pro/ectNo. 021605.00 <br /> Materlal l: Cushion Geotextile <br /> Ls– 1003E Clamped <br /> Material 2: b GSE 60 mil HDPE Tex/Tex <br /> Subsbate: 'SN* 1003B Clamped <br /> PEAK STRENGTH 12000 <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction <br /> Psi sf psf Angle 10000 <br /> 1. 13.9 2000 1460 36 <br /> 2. 27.8 4000 2530 32 I 1 I <br /> 3. 55.68000 5330 34 n 8000 <br /> I I — <br /> 4. 83.3 12000 6770 29 <br /> w <br /> 6000 <br /> � I <br /> Adhesion: 460 psf w <br /> o 4000 ---� <br /> Friction Angle: 29 degrees I i <br /> Coefficient of 2000 i <br /> Friction: 0.55 <br /> o . I <br /> 0 2000 4000 6000 8000 10000 12000 14000 <br /> NOTE:GRAPH NOT TO SCALE NORMAL STRESS(psf) <br /> STRENGTH ENVELOPE 12000 <br /> at 2.5 in.dis lacement 1 <br /> Test Normal Shear Secant I IT1 <br /> Point Stress Stress Friction I <br /> :'PR <br /> Si psf psf An le 10000 <br /> 1. 13.9 2000 870 24 <br /> 2. 27.8 4000 1330 18 <br /> 3. 55.6 8000 2770 19 n 6000 <br /> 4. 83.3 12000 2980 14 0 <br /> w <br /> X 6000 <br /> a <br /> Adhesion: 0 psf w ! <br /> u) 4000 <br /> Friction Angle: 16 degrees <br /> j <br /> Coefficient of 2000 <br /> Friction: 0.29 i <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 <br /> NOTE:GRAPH NOT TO SCALE NORMAL STRESS(psf) <br /> these results apply only to the above lis led samples/materials.The data and information are proprietary and cannot be released without authorization of Vector Engineering Inc. <br /> Sy accepting the data and result represented on this page,Client agrees to limit the liability of Vector Engineering,Inc.from client and all other parties for claims arising out of use of Ings <br /> data to the cost for the respective test(s)represented hereon,and Client agrees to indemnity and hold harmless Vector from and against all liabilay in excess of the a/bremeolwed limit. <br /> fabexcel I Projects 1 1902 1021605 1 1003E-lsds Entered By: KRC Print Dare <br /> 10/28/03 Rev By <br /> DCN:LSDS-rp(rev 0,03/24/03) Lab Log: <br /> 1003E <br /> Page 1 of 2 <br />