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1 <br />Vector Engineering Ince <br />143E SPMA HIN QMo. Grass Valley. CA 95905 (530) 272-2448 <br />LABORATORY SERVICES <br />Client Name: ALLIED WASTE, INC. <br />suparZOO 10. C <br />Matwrtat f• w.__ <br />LARGE SCALE DIRECT SHEAR REPORT <br />Test Method D -5321A <br />Report °are: October 28, 2003 <br />P-iectName: FORWARD LFjectNo. <br />P'°• 021605.00 <br />-- �—� VCuwlflFiUSiltl, ntlt �owaras hurt <br />uarwialz b OSE 60 mil HDPE smooth l tex, smooth towards Net <br />suesoare: c=*Bentofix NWL, Bumished side towards ras board <br />PEAK STRENGTH I.. <br />Test <br />Normal <br />Shear <br />Secant <br />1003A <br />Point <br />Stress <br />Stress <br />Friction <br />Testksl- <br />psi <br />I psf <br />psf <br />Angle <br />10 <br />1. <br />13.9 <br />2000 <br />260 <br />7 <br />psf <br />2. <br />27.8 <br />4000 <br />650 <br />9 <br />250 <br />3. <br />55.6 <br />8000 <br />1170 <br />8 <br />4� <br />a <br />4. <br />83.3 <br />12000 <br />1940 <br />9 <br />n 11000 <br />4. <br />83.3 12000 <br />1760 <br />8 <br />to <br />to <br />w <br />w <br />f5 6000 <br />fn <br />Q <br />Adhesion: <br />Adhesion: <br />0 <br />psf <br />w <br />4000 <br />� a <br />Friction Angle: 9 degrees <br />;oefficient of <br />'fiction: 0.16 <br />r I. <br />NOTE GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />1003D <br />Clamped <br />10038 <br />Clamped <br />1003A <br />Rasp Board <br />o00 <br />8000 <br />soon <br />000 <br />12000 <br />at 2.5 In. displacement) <br />! 1 <br />Testksl- <br />Normal <br />� <br />Secant <br />c <br />� <br />/'ofntStress <br />Stress <br />Friction <br />psf <br />psf <br />to le <br />10000 <br />l <br />I <br />13.9 2000 <br />250 <br />1 I <br />0 <br />' I <br />0 2000 4000 6000 8000 10000 12000 14000 <br />NORMAL STRESS (psf) <br />Friction Angle: 8 degrees <br />Coefficient of 0.14 <br />CAW.,, .. <br />2000 <br />V fuw 4000 6000 6000 10000 12000 14000 <br />NORMALSTRE <br />BYINOTE: GRAPH NOT TO SCALE SS tpsf) I i <br />Theme remas ' orJy 10 the above fisted sarrmtes /metena/s The data and intormation are proprietary and cannot De released 're <br />autlwrirafion J VInc- <br />sccep ft Me data and rescdt represented on MIs page. Client a o S i . 0,t or <br />Braes to limit Me liaOdlfy of Vechrr frg6ieenng, Inc. from ciierN and a8 other parties JOr dafrlrs arising out o! use of Mrs <br />date to the coat for Me iespecWe test s represented Irereon, acrd Client es to indemn and held gess Vectot from and a ainst as lig • in excess ofrhe aroremenfi&W tint <br />excel)Projectsl1902102160511003A-lads Entered By. KRC PraADole. 1012&V3 Rev. By. <br />:;� N: LSOS rp (rev 0, 03/24/03) Lab Log: <br />1003A <br />Page 1 of 2 <br />12000 <br />at 2.5 In. displacement) <br />Testksl- <br />Normal <br />Shear <br />Secant <br />/'ofntStress <br />Stress <br />Friction <br />psf <br />psf <br />to le <br />10000 <br />1. <br />13.9 2000 <br />250 <br />7 <br />2. <br />27.8 4000 <br />576 <br />8 <br />3. <br />55.6 8000 <br />1040 <br />7 <br />n 11000 <br />4. <br />83.3 12000 <br />1760 <br />8 <br />to <br />to <br />w <br />f5 6000 <br />ar <br />Adhesion: <br />0 <br />psf <br />w <br />4000 <br />Friction Angle: 8 degrees <br />Coefficient of 0.14 <br />CAW.,, .. <br />2000 <br />V fuw 4000 6000 6000 10000 12000 14000 <br />NORMALSTRE <br />BYINOTE: GRAPH NOT TO SCALE SS tpsf) I i <br />Theme remas ' orJy 10 the above fisted sarrmtes /metena/s The data and intormation are proprietary and cannot De released 're <br />autlwrirafion J VInc- <br />sccep ft Me data and rescdt represented on MIs page. Client a o S i . 0,t or <br />Braes to limit Me liaOdlfy of Vechrr frg6ieenng, Inc. from ciierN and a8 other parties JOr dafrlrs arising out o! use of Mrs <br />date to the coat for Me iespecWe test s represented Irereon, acrd Client es to indemn and held gess Vectot from and a ainst as lig • in excess ofrhe aroremenfi&W tint <br />excel)Projectsl1902102160511003A-lads Entered By. KRC PraADole. 1012&V3 Rev. By. <br />:;� N: LSOS rp (rev 0, 03/24/03) Lab Log: <br />1003A <br />Page 1 of 2 <br />