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Vector Engineering Inc. <br />143E Sp" HN Olive, Grass Vaeey, C4 95945 (530) 272-2448 <br />LABORATORY SERWCES <br />:<d Name: FORWARD INC. Project Name: <br />LARGE SCALE DIRECT SHEAR REPORT <br />Test Method D -5321A <br />Report Date.- ,lune 28, 2004 <br />FORWARD LANDFILL FU -04 Prgeallo: 021605.04 <br />�Soperstrete: �C= . <br />Materiel 1: it= 12 oz Geotextile Roll ## 130168543, burnished side tested. LsN.• 1197B Clamped <br />Materia'2- b GSE 80 mil HDPE T/S Roll # 103123415, Texture Towards Textile LSN: 1197D Clamped <br />Substra(e: b <br />PEAK STRENGTH <br />12 <br />(at 3.0 In. displacement) <br />1200( <br />Nonnal <br />Shear <br />Secant <br />Test <br />Normal Shear <br />Secant <br />Friction <br />Point <br />Stress Stress <br />Friction <br />Angle <br />10 <br />Si <br />psf <br />1. <br />t000c <br />2000 <br />740 <br />psi psf psf <br />Angle <br />27.8 <br />1. <br />13.9 <br />2000 1200 <br />31 <br />3. <br />55.6 <br />8000 <br />2. <br />27.8 <br />4000 2210 <br />29 <br />83.3 <br />12000 <br />3. <br />55.6 <br />8000 4370 <br />29 <br />: 8000 <br />4. <br />83.3 <br />12000 7090 <br />31 <br />H 8( <br />w <br />Va <br />soon <br />U) 40 <br />X <br />Adhesion: 0 psf <br />CO) 4000 <br />Friction Angle: 30 degrees <br />Coefficient of 058 <br />Friction: <br />9 <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />12 <br />(at 3.0 In. displacement) <br />Test <br />Nonnal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psf <br />Angle <br />10 <br />Si <br />psf <br />1. <br />13.9 <br />2000 <br />740 <br />20 <br />2. <br />27.8 <br />4000 <br />1480 <br />20 <br />i <br />� <br />3. <br />55.6 <br />8000 <br />2860 <br />20 <br />a & <br />4. <br />83.3 <br />12000 <br />3310 <br />15 <br />w <br />H 8( <br />Va <br />Adhesion: 0 psf <br />U) 40 <br />Friction Angle: 21 degrees <br />Coefficient of 0.39 <br />NOTE: GRAPH NOT TO SCALE <br />0- <br />0 <br />0 <br />2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />.. t <br />® , nesa resuns appry oniy to me aaove riled samples /materials. The data and ®rtomnatian are pnlpdelary and cannot be released wlthoul authorkallan of Vector EngineerkV Inc. <br />By accepting the data and result represented on this page. Crren( agrees to WQ the'iabdlty of Veda Enginoe"W. lnC horn Client and as othar parties for daims arising out of use of this <br />data to the costfior the respective test(s) represented hereon. and Client agrees to indemndy and (roll hamdess Vector from a agaenst as ltabddy inexcess of the aforementioned limd <br />..Labexcel 1 Projects 12002 1 021605 1 11976-LSDS-fp Entered By., JC Prot Date: 06/29/04 Rev. By Lab Log: <br />DCN: LSDS-rp (rev., 03/01/04) Ulk, 976 <br />Page 1 of 2 V <br />-- ---F- <br />3 <br />--- -7— <br />7 - <br />! <br />f <br />I <br />I <br />E ! <br />i <br />� <br />0- <br />0 <br />0 <br />2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />.. t <br />® , nesa resuns appry oniy to me aaove riled samples /materials. The data and ®rtomnatian are pnlpdelary and cannot be released wlthoul authorkallan of Vector EngineerkV Inc. <br />By accepting the data and result represented on this page. Crren( agrees to WQ the'iabdlty of Veda Enginoe"W. lnC horn Client and as othar parties for daims arising out of use of this <br />data to the costfior the respective test(s) represented hereon. and Client agrees to indemndy and (roll hamdess Vector from a agaenst as ltabddy inexcess of the aforementioned limd <br />..Labexcel 1 Projects 12002 1 021605 1 11976-LSDS-fp Entered By., JC Prot Date: 06/29/04 Rev. By Lab Log: <br />DCN: LSDS-rp (rev., 03/01/04) Ulk, 976 <br />Page 1 of 2 V <br />