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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 SERVICES <br />Report Date: August 26, 2008 <br />Name: ALLIED WASTE INC. Project Name: FORWARD LANDFILL FU -08 COA Project No: 021605.08 <br />erstrete: <= Drain Gravel <br />raterial1:`� SB1, WB1, WB2 (Rev'd 7/8), Brown Lean Clay LSN: 2593A Remolded <br />ratena/ 2: => AGRU 60 mil, Microspike T/T, Roll# 932568-08 LSN. APQ Clamped <br />ubstrete. C'> concrete board <br />PEAK STRENGTH <br />10000 <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psf <br />Angle <br />8000- <br />psi <br />psf <br />1. <br />13.9 <br />2000 <br />870 <br />24 <br />2. <br />27.8 <br />4000 <br />1750 <br />24 <br />3. <br />45.1 <br />6500 <br />2580 <br />22 <br />a <br />6000 <br />4. <br />55.6 <br />8000 <br />3120 <br />21 <br />� <br />5. <br />83.3 <br />12000 <br />4490 <br />21 <br />W <br />f- <br />tn <br />4000 <br />Adhesion: 230 psf <br />X <br />Friction Angle: 20 degrees <br />2000 - <br />Coefficient of 0.36 <br />Friction: <br />0 <br />0 2000 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />14000 <br />NORMAL <br />STRESS <br />(psf) <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />10000 <br />(at 3.0 in. displacement) <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psi <br />I psf <br />psf <br />Angle <br />8000 <br />1. <br />13.9 <br />2000 <br />760 <br />21 <br />2. <br />27.8 <br />4000 <br />1580 <br />22 <br />3. <br />45.1 <br />6500 <br />2130 <br />18 <br />a <br />4. <br />55.6 <br />8000 <br />2400 <br />17 <br />6000 <br />5. <br />83.3 <br />12000 <br />3390 <br />16 <br />W <br />r <br />4000 <br />Adhesion: 410 psf <br />Friction Angle: 14 degrees <br />2000 <br />Coefficient of 0.25 <br />Friction: <br />0- <br />0 2000 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />14000 <br />NORMAL <br />STRESS <br />(psf) <br />NOTE: GRAPH NOT TO SCALE <br />low <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. I <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 respective 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 />.:Labexcel l Projects 120021021605 12593A-LSDS-rp Entered By. ECO Print Date: 08/28/08 Rev. By: Lab Log: <br />DCN: LSDS-rp (rev., OY01104) 1KIt 2593A <br />Page 1 of 2 <br />