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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br />143E Spring HN Drive, Grass Valley, CA 95945 (530) 272-2448 Re -check Test Method! <br />LABORATORY SERVICES <br />Report Date: October 28, 2003 <br />tName: ALLIED WASTE, INC. ProiedName: <br />unarstrata A— 021605.00 <br />LF P.qedN°: 021605.00 <br />....... .. %.3eocomposite, net towards HDPE LSN: 1003D Clamped <br />Material 2: C'J GSE 60 mil HDPE smooth / tex, smooth towards Net LSN: ped <br />10038 Clamnorl <br />bentonx NwL, Burnished side towards ras board LSN: <br />p 1003A Rasp Board <br />PEAK STRENGTH <br />W <br />W <br />P� 6000 <br />U) <br />it <br />Adhesion:0 psf 6 <br />U) 4000 <br />Friction Angle: 9 degrees <br />Coefficient of 200° — — <br />Friction: 0.16 <br />0 <br />0 2000 0 4000 6000 8000 10000 12000 14000 <br />NOTE: GRAPH NOT TO SCALE <br />12000 <br />STRENGTH ENVELOPE <br />I <br />i <br />12000 <br />(at 2.5 in. displacement) <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />psf <br />Friction <br />Angle <br />10000 <br />---- <br />-- -- --r--- <br />Angle <br />— - -- <br />T -- --— <br />- --- <br />psi <br />psf <br />1. <br />13.9 <br />2000 <br />260 <br />7 <br />2. <br />27.8 <br />4000 <br />650 <br />9 <br />55.6 <br />8000 <br />1040 <br />7 <br />0 e000 <br />4. <br />83.3 <br />3. <br />4. <br />55.6 <br />83.3 <br />8000 <br />12000 <br />1170 <br />1940 <br />8 <br />9 <br />N 8000 <br />a <br />!n <br />W <br />6000 <br />W <br />W <br />P� 6000 <br />U) <br />it <br />Adhesion:0 psf 6 <br />U) 4000 <br />Friction Angle: 9 degrees <br />Coefficient of 200° — — <br />Friction: 0.16 <br />0 <br />0 2000 0 4000 6000 8000 10000 12000 14000 <br />NOTE: GRAPH NOT TO SCALE <br />! <br />STRENGTH ENVELOPE <br />12000 <br />(at 2.5 in. displacement) <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psf <br />Angle <br />10000 <br />psi <br />psf <br />1. <br />13.9 <br />2000 <br />250 <br />7 <br />2. <br />27.8 <br />4000 <br />570 <br />8 <br />3. <br />55.6 <br />8000 <br />1040 <br />7 <br />0 e000 <br />4. <br />83.3 <br />12000 <br />1760 <br />8 <br />W <br />!n <br />W <br />6000 <br />Idhesion: 0 psf <br />w <br />CO 4000 <br />Friction Angle: <br />Coefficient of <br />Friction: <br />8 degrees <br />0.14 <br />2000 <br />NORMAL STRESS (psf) <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 listed samples /materials. The data and information are proprietary and cannot be released without authorization of Vector Engineering Inc. <br />By 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 this <br />data to the cost for the res active test s) represented hereon, and Client agrees to indemnity and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />LA labexcel 1 Projects 1 1902 1 021605 1 1003A-Isds Entered By. KRC Print Date: 10/29/03 Rev. By:�, Lab Log: <br />DCN: LSDS-rp (rev 0, 03/24/03) 1003A <br />Panp 1 of 9 <br />