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Vector Engineering inc. LARGE SCALE DIRECT SMEAR REPORT <br />143E Sprue HN Drive, Grass Vary, CA 95945 (530) 272-2448 Test Method D-5321-$ <br />LABORATORY SERVICES <br />Report f):Ne. Augusta, 2005 <br />ame. FORWARD INC. Proje"""a. FORWARD LANDFILL rigcclNn: 021605.05 <br />ueozexme, K0114f i su 1 9 (49;3 <br />"ale" 2: GSE HDPE 60 mil T/T. Roll# 102118500 <br />Subslrale: => Concrete board <br />PEAK STRENGTH <br />INOTE: GRAPH NOT TO SCALE <br />14921 <br />1492M <br />12000 <br />10000 <br />e <br />I Guvu <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />_ .... _ <br />Stress <br />Friction <br />..._.__.......� <br />Stress <br />psf <br />Angle <br />.... ---_...._ <br />psi <br />psf <br />1. <br />13.9 <br />2000 <br />1000 <br />27 <br />2. <br />27.8 <br />4000 <br />1930 <br />26 <br />++I <br />3. <br />55.6 <br />8000 <br />4010 <br />27 <br />a <br />4. <br />83.3 <br />12000 <br />5110 <br />23 <br />N <br />-... _ .. - -..__ <br />8000 <br />_... _......... I... <br />. <br />000 <br />2000- <br />w <br />1 <br />a <br />0 <br />0 <br />12000 <br />2950 <br />14 <br />rn <br />rc <br />x <br />Adhesion: <br />280 <br />psf <br />w <br />6000 <br />Friction Angle: <br />23 <br />degrees <br />Coefficient of <br />0.42 <br />Friction: <br />w <br />INOTE: GRAPH NOT TO SCALE <br />14921 <br />1492M <br />12000 <br />10000 <br />e <br />I Guvu <br />(at 3.0 in. displacement) <br />...._.__......_._ <br />_ -- <br />_ .... _ <br />(. <br />I <br />:... _....... <br />..._.__.......� <br />Stress <br />8000 <br />.......... __........ <br />.... ---_...._ <br />._ ---.._..... <br />_......._ <br />_..._ ... <br />f <br />i <br />6000. <br />(..---..._._ <br />_....__.._...._............. <br />l <br />psf <br />............... <br />++I <br />13.9 <br />2000 <br />700 <br />19 <br />2. <br />27.8 <br />4000 <br />4000 <br />................... <br />_ ......_.. _.... !.. <br />3. <br />-... _ .. - -..__ <br />8000 <br />_... _......... I... <br />. <br />000 <br />2000- <br />1 <br />4. <br />0 <br />0 <br />12000 <br />2950 <br />14 <br />rn <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />.0 2000 4000 6000 8000 10000 .12000 14000 <br />NORMAL STRESS (pso <br />i <br />NOTE: GRAPH NOT TO SCALE <br />These results apply only to the above listed samples /materials. The data and auormatan are proprietary and cannot be released mItuuf ardhorizalion of Vector Eoga+eenng Inc. <br />By acceplfng the data and resift represented on this page. client agrees to Am4the NatdAy of Vedor EogueeemV. kw- from dent and as other partes for dawns arising out of use of Ihls <br />data to the cost for the respective lest(s) represented hereon, and Client agrees to indenmly and hold harmless Vidor from and against as "a ft in excess of pee atotementbaed bmf' <br />abexcel 1 Proiecis 12002 1021605 1 1492L-LSDS.rp Emend ay: Ud Pratt Date 08/04105 Rev. By Lab Log: <br />DCN: LSDS-rp (rev.. 03101104) a t 149'r <br />Page 1 of 2 <br />0 <br />I Guvu <br />(at 3.0 in. displacement) <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />10000 <br />psi <br />psf <br />psf <br />Angle <br />1. <br />13.9 <br />2000 <br />700 <br />19 <br />2. <br />27.8 <br />4000 <br />1220 <br />17 <br />3. <br />55.6 <br />8000 <br />2310 <br />16 <br />n e0oo <br />4. <br />83.3 <br />12000 <br />2950 <br />14 <br />rn <br />w <br />6000 <br />w <br />a <br />Adhesion: <br />310 <br />psf <br />= <br />N 4000 <br />Friction Angle: 13 <br />degrees <br />Coefficient <br />of <br />2000 <br />0.23 <br />Friction: <br />0 <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />.0 2000 4000 6000 8000 10000 .12000 14000 <br />NORMAL STRESS (pso <br />i <br />NOTE: GRAPH NOT TO SCALE <br />These results apply only to the above listed samples /materials. The data and auormatan are proprietary and cannot be released mItuuf ardhorizalion of Vector Eoga+eenng Inc. <br />By acceplfng the data and resift represented on this page. client agrees to Am4the NatdAy of Vedor EogueeemV. kw- from dent and as other partes for dawns arising out of use of Ihls <br />data to the cost for the respective lest(s) represented hereon, and Client agrees to indenmly and hold harmless Vidor from and against as "a ft in excess of pee atotementbaed bmf' <br />abexcel 1 Proiecis 12002 1021605 1 1492L-LSDS.rp Emend ay: Ud Pratt Date 08/04105 Rev. By Lab Log: <br />DCN: LSDS-rp (rev.. 03101104) a t 149'r <br />Page 1 of 2 <br />0 <br />