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Vector Engineering Inc. <br />143E So" HOW W.0. Grass Vaaey. CA 95946 (630) 272-2446 <br />LABORATORY SERVICES <br />clientliame: ALLIED WASTE, INC. <br />stporsaate: G= <br />LARGE SCALE DIRECT SHEAR REPORT <br />Test Method D-5321 A <br />Report Date: October 16, 2003 <br />RvlecrNa—. FORWARD LF Project NO: <br />021605.00 <br />cushion ueotextue LSW 1003E Clamped <br />A181ed812: C* GSE 60 rnII HDPE TexfTex « 10038 ClamOed <br />s+,esaare: c::* <br />- <br />PEAK STRENGTH <br />at 2.5 In. Ift acement <br />12000 <br />Test Normal Shear <br />Secant <br />Test Normal Shear <br />Point Stress Stress <br />Friction <br />f <br />Pant Stress Stress <br />Friction <br />10000 <br />Psi sl psf <br />Angle <br />t <br />1. 13.9 2000 1460 <br />36 <br />1. 13.9 2000 870 <br />2. 27.8 4000 2530 <br />32 <br />B00° <br />3. 55.6 8000 5330 <br />34 <br />4. 83.3 12000 6770 <br />29 <br />19 <br />n <br />8000 I s <br />w ; <br />14 <br />f5 soon <br />N <br />6000 I <br />Adhesion. 460 psf <br />= <br />x 4000 I <br />Friction Angle: 29 degrees <br />Adhesion., 0 psf <br />I <br />Coefficient of <br />i <br />2000 <br />Friction: 0.55 <br />(1) <br />I <br />Lf <br />Friction Angle: 16 degrees <br />o I.- i - -T <br />0 2000 a000 s000 8000 loaoo 12000 14000 <br />1 <br />NORMAL STRESS (psf) <br />NOTE GRAPH NOT 70 SCALE <br />2000 ! ' <br />STRENGTH ENVELOPE <br />0 2000 4000 6000 8000 10000 12000 14000 III <br />NORMAL STRESS (psf) <br />NOTE GRAPH NOT TO SCALE <br />These I'suft app/yon/y to Oe above bated samples /materials rte data and votemarion are proprietary and cannot be released wilhouf authorization or vector Enginearkv Inc. <br />BY acWt"g die data and resultraprasented 0AV* page, Client a"" 10 #MR the Rabr/ty of Vector &Vihearing. Inc. hom client and ail other ponies for dekns arising ow of use of MB <br />ata to die Cost /or dx resl)W" testis represented hereon, and Client agrees to oideimay and hold harmless Vector Arorm and a a&W as tabXty in excess of Me arorementioned Emit. <br />el iPmJects 11902 1021605 1 f003Edsds Entered By. KRC Print Date. 10/28103 Rev. By Lab L <br />✓: LSD S-rp (rev 0, 03/24/03) <br />®®3E <br />Page 1 of 2 <br />12000 <br />at 2.5 In. Ift acement <br />( <br />Test Normal Shear <br />Secant <br />, I <br />Pant Stress Stress <br />Friction <br />1 <br />psi I psf psf <br />Angle <br />t0000 - <br />1. 13.9 2000 870 <br />24 <br />2. 27.8 4000 1330 <br />18 <br />3. 55.6 8000 2770 <br />19 <br />n <br />8000 I s <br />4. 83.3 12000 2980 <br />14 <br />W, <br />6000 I <br />t <br />Adhesion., 0 psf <br />= <br />(1) <br />4000 ' <br />Friction Angle: 16 degrees <br />1 <br />Coefficient of <br />2000 ! ' <br />riction: 0.29 <br />F <br />s <br />0 I t I <br />0 2000 4000 6000 8000 10000 12000 14000 III <br />NORMAL STRESS (psf) <br />NOTE GRAPH NOT TO SCALE <br />These I'suft app/yon/y to Oe above bated samples /materials rte data and votemarion are proprietary and cannot be released wilhouf authorization or vector Enginearkv Inc. <br />BY acWt"g die data and resultraprasented 0AV* page, Client a"" 10 #MR the Rabr/ty of Vector &Vihearing. Inc. hom client and ail other ponies for dekns arising ow of use of MB <br />ata to die Cost /or dx resl)W" testis represented hereon, and Client agrees to oideimay and hold harmless Vector Arorm and a a&W as tabXty in excess of Me arorementioned Emit. <br />el iPmJects 11902 1021605 1 f003Edsds Entered By. KRC Print Date. 10/28103 Rev. By Lab L <br />✓: LSD S-rp (rev 0, 03/24/03) <br />®®3E <br />Page 1 of 2 <br />