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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 A <br />LABORATORY SERVICES <br />Report Date: August 23, 2008 <br />Iftlarne: ALLIED WASTE INC. Project Name: FORWARD LANDFILL FU -08 CQA Project No: 021605.08 <br />re -trate. <= gdp board <br />Material l: <:= SKAPS, NWNP GE112, Roll #9488-29 LSN: APP <br />Material 2: AGRU 60 mil, Microspike T/T, Roll# 932568-08 (Matte side to eotextile) 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 />psf <br />Angle <br />8000- <br />psi <br />psf <br />1. <br />13.9 <br />2000 <br />1930 <br />44 <br />2. <br />27.8 <br />4000 <br />2660 <br />34 <br />3. <br />55.6 <br />8000 <br />5110 <br />33 <br />a <br />s000 <br />4. <br />83.3 <br />12000 <br />7080 <br />31 <br />W <br />F- <br />4000 <br />Adhesion: 740 psf <br />Friction Angle: 28 degrees <br />2000 <br />Coefficient of 0.53 <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 />800 <br />22 <br />2. <br />27.8 <br />4000 <br />1110 <br />16 <br />3. <br />55.6 <br />8000 <br />1950 <br />14 <br />a <br />4. <br />83.3 <br />12000 <br />2780 <br />13 <br />U) 6000 - <br />U) <br />W <br />U) <br />4000 <br />Adhesion: 360 psf <br />Friction Angle: 11 degrees <br />2000 <br />Coefficient of 0.2 <br />Friction: <br />0 <br />0 2000 <br />4000 <br />s000 <br />8000 <br />10000 <br />12000 <br />14000 <br />NORMAL <br />STRESS <br />(psf) <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 Han in excess of the aforementioned limit. <br />L:Labexcel 1 Projects 1 ZUUZ 1 UZ75UO 1 ZOVJf$-LSUA rp tntereo tiy: tGu rnnr ware: UO/Z"VO <br />DCN: LSDS-rp (rev., 03101104) <br />Page 1 of 2 <br />nev. vy. OC Lao LOg: <br />25936 <br />