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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br />143E Spring Hill DrIve. Glass Valley. CA 95945 (536) 27X-2448 Test Method D -5321-B <br />LABORATORY SERVICES <br />JamesReport (,kilt, JUly 7, 2005 <br />PC)PIA/ARrI mic PrbledName. CENWArAon t At,rnrtt I <br />- - --------- �._! Uratnage layer <br />Material 1. <= CL -2 clay Lsv: 1492E Remolded <br />...... U61z 50 mil HDPE T/T, Roll #: 102118500 t.S' 1492M Clamped <br />Subslrate: <br />Concrete board <br />PEAK STRENGTH <br />STRENGTH ENVELOPE <br />12000 <br />(at 3.0 in. displacement) <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />12000 <br />Stress <br />Friction <br />I <br />I <br />10000 <br />psi <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />930 <br />25 <br />2. <br />27.8 <br />i <br />! <br />21 <br />3. <br />psf <br />Angle <br />10000 <br />-..._._.... __.....__._.—_..�-- <br />H 8000 <br />a <br />- ._...._._...�.......__._...-?._ <br />55.6 <br />...-.......... <br />. <br />19 <br />i <br />psi <br />PSI` <br />1. <br />13.9 <br />2000 <br />1010 <br />27 <br />2. <br />27.8 <br />4000 <br />1650 <br />22 <br />, <br />s <br />3. <br />45-1 <br />6500 <br />2670 <br />22 <br />4^ 8000 <br />.•_._....._._ <br />4. <br />55.6 <br />8000 <br />3290 <br />22 <br />N <br />0 <br />I <br />5. <br />83.3 <br />12000 <br />4570 <br />21 <br />w <br />04 6000 <br />............ _..j.---...._- <br />- <br />-... .........._ <br />..._........_....._.._.._......_.... <br />a <br />t <br />Adhesion: 280 psf <br />N 4000 <br />• <br />..... <br />Friction Angle: 20 degrees <br />I....... <br />+ <br />Coefficient of <br />2000 <br />.. _.... _ ....... <br />- - <br />__- - <br />... _._.._.... _.. <br />- ......__ <br />..... j . <br />0,36 <br />Friction: <br />0 <br />2000 <br />4000 6000 <br />NORMAL <br />8000 <br />STRESS <br />10000 <br />(psf) <br />12000 14000 <br />0 <br />NOTE: GRAPH NOT TO SCALE <br />i <br />STRENGTH ENVELOPE <br />12000 <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 />930 <br />25 <br />2. <br />27.8 <br />4000 <br />1560 <br />21 <br />3. <br />45.1 <br />6500 <br />2320 <br />20 <br />H 8000 <br />a <br />4. <br />55.6 <br />8000 <br />2780 <br />19 <br />i <br />5. <br />83.3 <br />12000 <br />3720 <br />17 <br />w <br />6000 <br />Adhesion: 440 psf <br />4000 <br />Friction Angle: 16 degrees <br />Coefficient of 0.28 <br />Friction: <br />2000 <br />0 <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />These results apply only to the above fisted Samples/materials. The data and Information are proprietary and cannot be released wghout authorization of Vector Eng*wer6ig Irm <br />9y accepfhv the dale and result represented at this page. Client agrees to Rind the dabRRy of Vector Eagmeee tp. Inc. from client and a# other parties for claims arising out of use of this <br />data to the cost for the respective test(s) represented hereon, oW Cfent agrees to mdemndy and hard ham*ss Veda from and against aftYaWy in excess of the aloremenRoned tinu7. <br />bexcel f Projects 1200210216051 1492J.LSDS-rp Ervered ay W Plax Dale. 07/13/05 Rev By-dj Lob Lott: <br />)CN: LSDS-rp (rev., 03101/04) '" 1492) <br />Page 1 of 2 <br />i <br />I <br />1 <br />t <br />; <br />1 <br />• <br />I <br />i <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />These results apply only to the above fisted Samples/materials. The data and Information are proprietary and cannot be released wghout authorization of Vector Eng*wer6ig Irm <br />9y accepfhv the dale and result represented at this page. Client agrees to Rind the dabRRy of Vector Eagmeee tp. Inc. from client and a# other parties for claims arising out of use of this <br />data to the cost for the respective test(s) represented hereon, oW Cfent agrees to mdemndy and hard ham*ss Veda from and against aftYaWy in excess of the aloremenRoned tinu7. <br />bexcel f Projects 1200210216051 1492J.LSDS-rp Ervered ay W Plax Dale. 07/13/05 Rev By-dj Lob Lott: <br />)CN: LSDS-rp (rev., 03101/04) '" 1492) <br />Page 1 of 2 <br />