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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT 143E Sprang Hit! Drive, Grass Valley, CA 95945 (530) 272-2448 Test Method D-5321 A LABORATORY SERVICES Report Date: October 16, 2003 ktName., ALLIED WASTE, INC. Project Name: FORWARD LF ProiectNo: 021605.00 �,�,r5,r.fa: - %?--i Material l: Cushion Geotextile LSN: 1003E Clamped Materia/2: GSE 60 mil HDPE Tex/Tex 'SN: 1003B Clamned 0000 a000 r — 12000 (at 2.5 in. displacement) PEAK STRENGTH Test Normal Test Normal Shear Secant Point Stress Stress Friction psf psi psf 4000 psf Angle 13.9 1. 13.9 2000 1460 36 2. 27.8 4000 2530 32 55.6 3. 55.6 8000 5330 34 a 12000 2980 14 co 4. 83.3 12000 6770 29 fl'- 6000 LU co Ix u�l rr t-- v=i 4000 W Adhesion: 460 psf = Friction Angle: 29 degrees Coefficient of 0.55 0000 a000 r — 12000 (at 2.5 in. displacement) Test Normal Shear Secant Point 6000 Stress Friction psf Angle 10000 4000 psf 1. 13.9 2000 870 24 2. 2000 4000 1330 18 3. 55.6 8000 0 19 0 6000 4. 83.3 12000 2980 14 NOTE: GRAPH NOT TO SCALE STRENGTH ENVELOPE 12000 (at 2.5 in. displacement) Test Normal Shear Secant Point Stress Stress Friction psf Angle 10000 Psi psf 1. 13.9 2000 870 24 2. 27.8 4000 1330 18 3. 55.6 8000 2770 19 0 6000 4. 83.3 12000 2980 14 co W fl'- 6000 co Ix u�l dhesion: 0 psf v=i 4000 Friction Angle: Coefficient of Friction: 16 degrees 0.29 9,4 , Zuuu 4000 6000 8000 10000 12000 14000 NORMAL STRESS (psf) 0 0 2000 4000 6000 8000 10000 12000 14000 NOTE: GRAPH NOT TO SCALE NORMAL STRESS (psf) 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. 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 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. La labexcel 1 Projects 1 1.90210216051 1003E-lsds Entered By. KRC Print Date: 10/29/03 Rev By: jj. Lab Log: DCN: LSDS-rp (rev 0, 03/24/03) 1003E I I 1 �' y I-- 0 0 2000 4000 6000 8000 10000 12000 14000 NOTE: GRAPH NOT TO SCALE NORMAL STRESS (psf) 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. 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 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. La labexcel 1 Projects 1 1.90210216051 1003E-lsds Entered By. KRC Print Date: 10/29/03 Rev By: jj. Lab Log: DCN: LSDS-rp (rev 0, 03/24/03) 1003E