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Vector Engineering Inc. LARGE SCALEDIRECT 6 VHEAB \ REPORT <br />O\ 9 <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 Test Method D -6243-B <br />LABORATORY SERV/CES <br />Report Date: September 4, 2006 <br />�ame: FORWARD INC. ProiectName: FORWARD FU -06 CQA Project No: 021605.07 <br />Supe'll: G= Soil - OPS -1, Operations Layer LsN: 1926B Remolded <br />Material 1: GSE HDPE 60 mil SmoothfTexture, Roll# 6014, smooth side to soil LsN: AIC Floating <br />Material 2-' C', Bentofix GCL, Roll# 55774, unburnished to texture side HDPE LsN-' AIE Grip Board <br />Substrate: Concrete board <br />PEAK STRENGTH <br />15000 <br />Test <br />Normal Shear <br />Secant <br />Point <br />Stress Stress <br />Friction <br />psi psf psf <br />Angle <br />2000 <br />12000- <br />1. <br />1. <br />6.9 <br />1000 360 <br />20 <br />2. <br />17.4 <br />2500 870 <br />19 <br />3. <br />41.7 <br />6000 2070 <br />19 <br />a <br />4. <br />83.3 <br />12000 4240 <br />19 <br />90°0 <br />- -- <br />-- <br />--- <br />----- --- <br />w <br />f- <br />¢ 6000 <br />- - -- -- <br />-- <br />- - _.... -- <br />— — — <br />- - --- <br />Adhesion: 0 psf <br />= <br />U) <br />Friction Angle: 19 degrees <br />3000 <br />-..— - - - - - <br />-- -- <br />---- <br />Coefficient of <br />0.35 <br />Friction: <br />Intercept adjusted to "0". <br />° <br />0 <br />3000 <br />6000 <br />9000 <br />12000 <br />15000 <br />18000 <br />NORMAL STRESS <br />(psf) <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />15000 <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 />12000 <br />— - --- ---- --- - ---------- <br />1. <br />6.9 <br />1000 <br />270 <br />15 <br />2. <br />17.4 <br />2500 <br />530 <br />12 <br />3. <br />41.7 <br />6000 <br />1060 <br />10 <br />a <br />4. <br />83.3 <br />12000 <br />2050 <br />10 <br />s000 <br />- - -- -- - - - - -j-- --- - - - .. <br />W <br />W <br />rr <br />I <br />¢ s000 <br />Adhesion: 110 psf <br />= <br />Friction Angle: 9 degrees <br />3000 <br />Coefficient of <br />0.16 <br />Friction: <br />0 <br />0 3000 6000 9000 12000 15000 18000 <br />NORMAL STRESS (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 tot 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 liability in excess of the aforementioned limit. <br />L:L.BDerCP.l1Yro/PC15 I ZUUZ! (1216Vb 1 1yZ6C:-LJIJJ -r/J tnfeted Eiy: LIi.S F'"';t L'a!r:: (./y,/(///U6 Rev. Big: -.,/�, Lal) LOQ: <br />