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cvtu► ►ry►►►CC►lily ®r►c. LARUE SCALE DIRECT SHEAR REPORT <br /> Laboratory Services Test Method ASTM D-5321-B <br /> 12438 Loma Rica Drive.,Suite C,Gress Valley,CA 95945 <br /> (530)272-2448 Far(530)272-8553 <br /> cllentName: VECTOR ENGINEERING vr°/ecrNama. FORWARD LF RojectNor 986011-903P <br /> Board Spacers <br /> <— NS-3 CLAY LINER LSN: 903B <br /> Ma 12: —> GSE 60 mil HPDE (Textured up/Smooth down) LSN: BAH Clamped <br /> Substrate: —> Concrete Board w/friction sand <br /> DISPLACEMENT <br /> vs.SHEAR STRESS 10000 <br /> Test Normal <br /> Point Stress <br /> psi PSf <br /> 8000 <br /> 1. 27.8 4000 <br /> 2. 55.6 8000 a <br /> 6000 <br /> 3. 118.1 17000 w <br /> t— <br /> MOISTURE DATA: <br /> Q 4000 <br /> W <br /> (NS-3 CLAY LINER) _ <br /> C0 <br /> Initial Water Content: <br /> 18.01% 2000 <br /> Initial Dry Density: <br /> 113.5 pcf <br /> 0 <br /> Final Water Content:(%) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 <br /> 2' 3' HORIZONTAL DISPLACEMENT(inches) <br /> 19.8 18.4 <br /> STANDARD CONDITIONS: <br /> 1. The"gap"between shear boxes was set at 80 mil(2.0 mm) <br /> 2. The test specimens were flooded during testing unless otherwise noted. <br /> 3. High Normal Stress(>5psi)was applied using air pressure. <br /> 4. Low Normal Stress(<5psi)was applied using dead weights. <br /> 5. The tests were terminated after 3.0"of displacement unless otherwise noted. <br /> 6. Tests were performed in general accordance with ASTM procedure D-5321-92 Method B using a Brainard-Killman LG-112 direct shear machine <br /> with an effective area of 12"x 17'. <br /> EST ORIENTATION: <br /> NORMAL STRESS <br /> TOP BOX W/CLAY LINER <br /> BOTTOM BOX W1 FRICTION SAND `7 <HDPE <br /> PECIAL TEST NOTES: <br /> 1. Each specimen of HPDE was cut to 14"x 20"and clamped into the lower shear box with"channel clamps." <br /> 2. The soil sample was remolded in the upper box to approximately 90%of its maximum dry density and 3 percent over optimum moisture content. <br /> 3. The test was performed in a"wet"or"flooded"condition. <br /> ,11Wng the date and result represented on this page,Client agrees to limit the liability or Vector Engineering,Inc.from client and ell other perties for claims arising out of use or this date to <br /> e cost for the respective test(s)represented hereon,and Client agrees to indemnity and hold harmless Vector from and against all liability in excess or the aforementioned limit. <br /> eport Date: Entered By Reviewed By.,ytA Lab Log: 9O3 B <br /> 10/24/98 JG f Page 2 of 2 <br />