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Vector Engineering Inc. LARGE SCALEDIRECT <br />a REPORT <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 Test Method D -6243-B <br />LABORATORY SERVICES <br />Report Date: August 23, 2008 <br />&a -e: ALLIED WASTE INC. Project Name: FORWARD LANDFILL FU -08 CQA Project No: 021605.08 <br />superstate: Grip Board <br />Material 1: °�— CETCO Bentomat DN Roll# 7289 Lot# 20083OLO (white side to hdpe) Ls" APO Rasp Board <br />Material 2. AGRU 60 mil Microspike Smooth/Textured Roll# 930107-08 (tex. side to GCL) LSN: APM Floating <br />R'Act ete• r±ec f-- i+e c* --1- cir,mA Rn111f 11017dn77 /nPt cidP to hdnPl LSN. APR Clamped <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 against all liaEU in excess of the aforementioned limit. <br />L:LabexcelI Projects 12002102160512593C-LSDS-rp Entered By: JTB/ECO Print Date: 08128108 Rev. By,,, Lab Log. <br />2593C <br />DCN: LSDS-rp (rev., 03101104) <br />Page 1 of 2 <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 />6.9 <br />1000 <br />320 <br />18 <br />2. <br />17.4 <br />2500 <br />660 <br />15 <br />3. <br />41.7 <br />6000 <br />1370 <br />13 <br />a <br />6000 <br />4. <br />83.3 <br />12000 <br />2530 <br />12 <br />N <br />W <br />W <br />1— <br />4000 <br />Adhesion: 150 psf <br />x <br />Friction Angle: 11 degrees <br />2000 <br />Coefficient of 0.2 <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 />6.9 <br />1000 <br />370 <br />20 <br />2. <br />17.4 <br />2500 <br />830 <br />18 <br />3. <br />41.7 <br />6000 <br />2090 <br />19 <br />n <br />4. <br />83.3 <br />12000 <br />3750 <br />17 <br />U) 6000 <br />W <br />L< 4000 <br />Adhesion: 100 psf <br />X <br />Friction Angle: 17 degrees <br />2000 <br />Coefficient of 0.31 <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 />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 against all liaEU in excess of the aforementioned limit. <br />L:LabexcelI Projects 12002102160512593C-LSDS-rp Entered By: JTB/ECO Print Date: 08128108 Rev. By,,, Lab Log. <br />2593C <br />DCN: LSDS-rp (rev., 03101104) <br />Page 1 of 2 <br />