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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> 143E Spring Hill Drive,Grass Valley,CA 95945(530)272-2448 Test Method D-5321-B <br /> LABORATORY SERV/CES <br /> Report Date: October 16,2003 <br /> ClienrNama: ALLIED WASTE, INC. ProlectName: <br /> FORWARD LF Pro/ecrNo: 021605.00 <br /> Supersbafe: <br /> Material l: ,, Clay LSH: 1003C Remolded <br /> Material 2: l=a--� GSE 60 mil HDPE TexfTex LSN: 1003B Clamped <br /> Substrate: �+ P <br /> PEAK STRENGTH 12000 <br /> i <br /> Test Normal Shear Secant j <br /> Point Stress Stress Friction <br /> 10000 <br /> psi psf psf Angle i <br /> 1. 13.9 2000 1040 27 I i <br /> 2. 27.8 4000 1980 26 N 8000 <br /> 3, 55.6 8000 3860 26 <br /> 4. 83.3 12000 5160 23 I <br /> w <br /> 6000 <br /> U <br /> Adhesion: 300 psf w <br /> to 4000 _ <br /> Friction Angle: 23 degrees I ' <br /> I <br /> Coefficient of 2000 <br /> Friction: 0'42 c <br /> i <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 <br /> 01 NOTE:GRAPH NOT 70 SCALE NORMAL STRESS(psf) <br /> STRENGTH ENVELOPE 12000 <br /> at 2.5 in.displacement) <br /> Test Normal Shear Secant 1 <br /> Point Stress Stress Friction 10000 <br /> psi I psf psf Angle PRE <br /> 1. 13.9 2000 1030 27 I ! 1 <br /> 2. 27.8 4000 1680 23 <br /> 8000 <br /> 3. 55.6 8000 3820 26 0 ; <br /> 4. 83.3 12000 4700 21 cn <br /> w 1 <br /> F- 6000 <br /> i I <br /> Adhesion: 300 psf w 1 <br /> co 4000 <br /> Friction Angle: 21 degrees <br /> Coefficient of 2000 <br /> Friction: 0.39 i <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 <br /> NOTE:GRAPH NOT 70 SCALE NORMAL STRESS(psf) <br /> These results appty only fo the above listed samples �Inw <br /> �111C �11n�111-1, <br /> proprietary and cannot be relted on this ptor Engineering,Inc.Jrom clieepresented hold harmless Veclor Irom anL:I fabexcel I Projects 1 1902 10216051 f003C-fsdsy Print Date: 10/28/03 Rev By Lab LO <br /> DCN.LSDS rp(rev 0, 03/2"03) 9• <br /> 1003C <br /> Page 1 of 2 <br />