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vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br />143E Spring Hill rive, Grass Valley,CA95945 (530) 272-2448 Test Method D-5321 A <br />LABORATORllS RYC S <br />Report Date: September 11, 2008 <br />ktName: ALLIED WASTE INC. PmjectName: FORWARD LANDFILL FU -08 CQA Project No: 021605.08 <br />grip board <br />Material 1: 8 oz. NWNP (unburnished side to HDPE) from Newby Island LF LsN: APU <br />Material2: AGRU 60 mil, Microspike T/T, Roll# 932568-08 (Matte side to geotextile) LSN. APQ <br />Substrate: b concrete board <br />PEAK STRENGTH <br />10000 <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psi <br />psf <br />psf <br />An <br />8000 <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />1050 <br />15 <br />3. <br />55.6 <br />8000 <br />1950 <br />14 <br />n <br />4. <br />83.3 <br />psf <br />Angle <br />8000- <br />U) 00oo <br />to <br />W <br />psi <br />psf <br />1. <br />13.9 <br />2000 <br />980 <br />26 <br />to <br />I dhesion: 230 psf <br />4000 <br />X <br />2. <br />27.8 <br />4000 <br />1710 <br />23 <br />3. <br />55.6 <br />8000 <br />3520 <br />24 <br />Q <br />4. <br />83.3 <br />12000 <br />5210 <br />23 <br />6000 <br />W <br />U) <br />4000 <br />Adhesion: 80 psf <br />X <br />Angle: 23 degrees <br />2000 <br />ant of 043 <br />0 <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 />psf <br />psf <br />An <br />8000 <br />1. <br />13.9 <br />2000 <br />600 <br />17 <br />2. <br />27.8 <br />4000 <br />1050 <br />15 <br />3. <br />55.6 <br />8000 <br />1950 <br />14 <br />n <br />4. <br />83.3 <br />12000 <br />2620 <br />12 <br />U) 00oo <br />to <br />W <br />W <br />H <br />to <br />I dhesion: 230 psf <br />4000 <br />X <br />Friction Angle: <br />Coefficient of <br />11 degrees <br />1W <br />2000 <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />0+ <br />0 <br />NORMAL STRESS (psf) I <br />NOTE: GRAPH NOT TO SCALE <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 respective test(s) represented hereon, and Client agrees to indemnity and hold harmless Vector from and a ainst all liability in excess of the aforementioned limit. <br />L.Labexcel l Projects 12002 102160512624A-LSDS-rp Entered By: ECO/JT Print Date: 09/11/08 Rev. By: Lab Log: <br />DCN: LSDS-rp (rev., 03/01/04) ;Z" '0-N 2624A <br />Page 1 of 2 <br />