Laserfiche WebLink
Vtoctor Engineering Inc. <br />143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />Test Method D -5321A <br />Sitenthlame: <br />10000 <br />' Project Name: <br />ALLIED <br />WASTE INC. FORWARD LANDFILL FU -08 <br />Superstrate. <br />8 oz. NWNP (unburnished side to lower geotextile) from Newby Island LF <br />Material 1: <br />8 oz. NWNP (unburnished side to HDPE) from Newby Island LF <br />Material 2: <br />b <br />AGRU 60 mil, Microspike T/T, Roll# 932568-08 (Matte side to geotextile) <br />Substrate: <br />=!�, <br />concrete hnard <br />C <br />ReportDate: September 23, 2008 <br />Project No: 021605.08 <br />L" APU <br />LSN: APU <br />LSN: APQ <br />PEAK STRENGTH <br />10000 <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psf <br />Angle <br />8000- <br />psi <br />psf <br />1. <br />13.9 <br />2000 <br />930 <br />25 <br />z <br />27.8 <br />4000 <br />1760 <br />24 <br />3. <br />55.6 <br />8000 <br />3710 <br />25 <br />Q <br />4. <br />83.3 <br />12000 <br />5100 <br />23 <br />Cn 6000 <br />W <br />rr <br />H- <br />tr <br />4000 <br />N <br />Adhesion: 120 psf <br />Friction Angle: 23 degrees <br />2000 <br />Coefficient of 0.42 <br />Friction: <br />0- <br />0 2000 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />14000 <br />NORMAL <br />STRESS <br />(psf) <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />10000 <br />(at 3.0 in. displacement) <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />I <br />Stress <br />Friction <br />psi <br />sf <br />psf <br />Angle <br />8000- <br />1. <br />13.9 <br />2000 <br />650 <br />18 <br />z <br />27.8 <br />4000 <br />1260 <br />17 <br />3. <br />4. <br />55.6 <br />83.3 <br />8000 <br />12000 <br />1870 <br />2620 <br />13 <br />12 <br />m <br />C) s000 <br />rn <br />W <br />tr <br />F- <br />rr <br />4000 <br />Adhesion: 370 psf <br />x <br />Friction Angle: 11 degrees <br />2000 <br />Coefficient of 0.19 <br />Friction: <br />0 <br />0 2000 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />14000 <br />NORMAL <br />STRESS <br />(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 />ey 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 for claims arising out of use of this <br />data to the cost for the respective test(s) 2=sented hereon, and Client agrees to indemnity and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L:Labexcel IProjects 1 2002 1021605 126246-LSDS-rp Entefedey. ECO Print Date: 09/23/08 Rev. By: Lab Log: <br />DCN: LSDS-rp (rev., 03/01/04) 26248 <br />Page 1 of 2 <br />