Laserfiche WebLink
Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br />143E SWM 10 &hie, Caress Vasey. C4 95945 (530) 272-2448 Test Method D -5321-B <br />LABORAT®RY SERVICES <br />Report Date: Revised 7/12/04 <br />.Ont Name., FORWARD INC. P'gea'b—: FORWARD LANDFILL, FU -04 Pr )ed Na 021605.04 <br />suversralo: C--3 Geocomposite Roll # 131149460 net to smooth side of HDPE LSIv. <br />Matey r. 1197C Clamped <br />Nr—,G03 <br />Materiel z SE HDPE T/S Roll # 1126415, Texture to GCL ISN: 1197D Floating <br />suaxrar b GCL Roll # 18173, Unbumished to HDPE LSN: 1197F Rasp Board <br />Friction Angle. 14 degrees <br />Coefficlent of 0.24 <br />Friction: <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />Int 3 n to dtenhnn.a.e.d� <br />rTest <br />Nonnal <br />Stress <br />Shear <br />Stress <br />sf <br />Secant <br />Friction <br />An le <br />Psi sf <br />6.9 1000 <br />PEAK STRENGTH <br />11 <br />2. <br />17.4 2500 <br />600 <br />13 <br />1 <br />34.7 5000 <br />1130 <br />10000 <br />i <br />69.4 10000 <br />Test <br />N6"al <br />Shear <br />Secant <br />' c <br />Point <br />Stress <br />Stress Friction <br />i <br />Psi psf <br />psf <br />Angle <br />6= <br />1. <br />6.9 1000 <br />260 <br />15 <br />i <br />Z <br />17.4 2500 <br />730 <br />16 <br />++� <br />3. <br />34.7 5000 <br />1150 <br />13 <br />I i <br />4. <br />69.4 10000 <br />2430 <br />14 <br />� <br />I � <br />4000 <br />Adhesion. <br />0 <br />psf <br />= <br />i <br />N <br />i <br />Friction Angle. 14 degrees <br />Coefficlent of 0.24 <br />Friction: <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />Int 3 n to dtenhnn.a.e.d� <br />rTest <br />Nonnal <br />Stress <br />Shear <br />Stress <br />sf <br />Secant <br />Friction <br />An le <br />Psi sf <br />6.9 1000 <br />190 <br />11 <br />2. <br />17.4 2500 <br />600 <br />13 <br />1 <br />34.7 5000 <br />1130 <br />13 <br />4. <br />69.4 10000 <br />1950 <br />11 <br />Adhesion: 0 psf <br />Friction Angle: 11 degrees <br />Coefficient of 0.19 <br />Friction: <br />NOTE: GRAPH NOT TO SCALE <br />fare <br />10000 <br />c <br />W 6000 <br />N <br />COO <br />W <br />4000 <br />rn <br />2000 <br />0` <br />0 <br />2000 4000 6000 8000 10000 moo <br />NORMAL STRESS (psf) <br />s <br />1 <br />.. _.. <br />1000 4000 6000 3000 10000 12000 <br />NORMAL STRESS (psf) <br />These -esus apply only to the above listed samples /materials. The data and rnlormatron are proprietary and cannot be released w4hout authorization of Vector En pr.cenng Inc. <br />By accepting the data and resu# represented on this page. Client agrees to Ann the Nabs of Vedor E <br />sy hgineess Inc.ctfrom Trent and st other parties for clarets arising out or use of this <br />data f0 the Projects <br />s 120021021605 <br />the respective f 5 1 1 represented hereon, and Enter agrees to indemnity and held AamNess Vector Jrom and against aN to in excess of the aforeme�Wned limit. <br />.:Labexce! I Projects 1 2002 1 021605 t 11971-LSOS-rp Entered By: Cie PrintOare: 07/12/04 Rev. By:.� Lab L <br />DCN.- LSDS-rp (rev., 03101104) � �' <br />Pana 1 of <br />