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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br />Laboratory Services Special Test <br />12438 Loma Rica Odve., site G Grass Valley. C4 95945 <br />1530) 272-2u8 Fax:( -W) 272.8553 <br />FORWARD LANDFILL COMPANY P4ed N,-- FORWARD LANDFILL Pfojed No. 986011.02 <br />Sub -grade Soil (212A); CETCO Bentomat DN (white side vs. soil) Roll # 2990 LsN- BGK Floating <br />'tatertal3: GSE 60 mil Geomembrane, TexturedfTextured Roll # 105100024 LsN: BEP Floating <br />4atelial4: GSE Geocomposite, Double Sided Textile Roll # 11010481.8 LsN, BEV Floating <br />10terfal5: Sub -grade Soil Is"" 212A Remolded <br />PEAK STRENGTH <br />1000 <br />at 2.5 in. dis lacement <br />'est <br />Normal <br />Shear <br />Secant <br />'oint <br />Stress <br />Stress <br />Friction <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />1. <br />1.0 <br />144 <br />100 <br />35 <br />psi <br />psf <br />psf <br />Angle <br />wo <br />170 <br />31 <br />a <br />soo <br />1, <br />1.0 <br />144 <br />130 <br />42 <br />2. <br />2.0 <br />288 <br />200 <br />35 <br />n <br />600 <br />to <br />fir <br />Q <br />400 <br />3. <br />5.0 <br />720 <br />380 <br />28 <br />co <br />w <br />ction Angle: 22 <br />degrees <br />200 <br />efficient of <br />0.41 <br />,tion: <br />400 <br />dhesion: 70 psf <br />fiction Angle: 23 degrees <br />Zoo <br />oefficient of 0.43 <br />fiction: <br />0+ <br />0 <br />NOTE: GRAPH NOT TO SCALE <br />200 400 600 goo 1000 1200 <br />NORMAL STRESS (psf) <br />0 1 lF- <br />0 200 400 600 800 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />5/99 <br />Angle and Adhesion (or Cohesion) results given here are based on a mathematically determined <br />i should be conducted by a qualified professional experienced in geosynthetic and geotechnical c <br />es t represented on this page. Client agrees to limit the aana4y of Veda Enginet" tnc. /rgm cxent and all other parties W dE <br />.rr r d <br />hereon and Client agrees to indemn4v and hold harmless Vector hum and against aq rafm7r7v ar excess of Me <br />Entered By: - Reviewed By - <br />NCL Page 1 of 2 <br />1000 1200 <br />fit line. Further <br />;enno. <br />sino out or use of this data to <br />212E <br />—••-----...--___—. <br />_ <br />100C <br />at 2.5 in. dis lacement <br />'est <br />Normal <br />Shear <br />Secant <br />'oint <br />Stress <br />Stress <br />Friction <br />psf <br />An le <br />No <br />psi <br />psf <br />1. <br />1.0 <br />144 <br />100 <br />35 <br />c <br />in <br />2. <br />2.0 <br />288 <br />170 <br />31 <br />a <br />soo <br />rn <br />w <br />3. <br />5.0 <br />720 <br />340 <br />25 <br />� <br />to <br />fir <br />Q <br />400 <br />hesion: 50 <br />psf <br />uv=i <br />ction Angle: 22 <br />degrees <br />200 <br />efficient of <br />0.41 <br />,tion: <br />200 400 600 goo 1000 1200 <br />NORMAL STRESS (psf) <br />0 1 lF- <br />0 200 400 600 800 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />5/99 <br />Angle and Adhesion (or Cohesion) results given here are based on a mathematically determined <br />i should be conducted by a qualified professional experienced in geosynthetic and geotechnical c <br />es t represented on this page. Client agrees to limit the aana4y of Veda Enginet" tnc. /rgm cxent and all other parties W dE <br />.rr r d <br />hereon and Client agrees to indemn4v and hold harmless Vector hum and against aq rafm7r7v ar excess of Me <br />Entered By: - Reviewed By - <br />NCL Page 1 of 2 <br />1000 1200 <br />fit line. Further <br />;enno. <br />sino out or use of this data to <br />212E <br />