Laserfiche WebLink
Laboratory Services <br />f243E Coma Rice Dive., Suite C, Cress Valley, CA 95045 <br />(530) 272-2448 Fax:(530) 272-8553 <br />lien, N.ma: VECTOR ENGINEERING <br /><— Board Spacers <br /><— NS -3 CLAY LINER <br />-nrXvC OUALC UIKtc; l SHEAR REPORT <br />Test Method ASTM 0-5321-B <br />A*—'Nemo: FORWARD LF <br />—> U61= bU mil HPDE (Textured up / Smooth down <br />—> Concrete Board w/friction sand <br />DISPLACEMENT <br />vs. SHEAR STRESS <br />Test Normal <br />-1oint I Stress <br />10000 <br />�. 27.8 4000 <br />800C <br />2. 55.6 8000 <br />N <br />a <br />6000 <br />3. 118.1 17000 <br />w <br />a <br />t— <br />MOISTURE DATA: <br />of 4000. <br />(NS -3 CLAY LINER) <br />Initial Water Content: <br />18.01% <br />Initial Dry Density: <br />113.5 pcf <br />,ial Water Content:(%) <br />2. 3. <br />. 19.8 18.4 <br />2000 <br />0 <br />0.0 <br />A*-tA'*-' 986011-9038 <br />BAH Clamped <br />0.5 1.0 1.5 2.0 2.5 3.0 <br />HORIZONTAL DISPLACEMENT (inches) <br />INDARD CONDITIONS: <br />1. The "gap" between shear boxes was set at 80 mit (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 (<Spsi) was applied using dead weights. <br />5. The tests were terminated ader 3.0" of displacement unless otherwise noted. <br />i. 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 />T ORIENTATION: <br />NORMAL STRESS <br />TOP BOX W/ CLAY LINER <br />BOTTOM BOX W/ FRICTION SAND ----]I' cmr <HDPE <br />UAL TEST NOTES: <br />Each specimen of HPDE was cut to 14" x 20" and clamped into the lower shear box with "channel clamps." <br />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 />The test was performed in a "wet" or "flooded" condition, <br />dere end result represented on this page, Client agrees to hmif the <br />e respective tests) represented hereon, and Client agrees to indemnit <br />ale: Entered try: Reviewed 8y: ✓r <br />10/24/98 JG�^� <br />of Veda Engineering, Inc. from client and elf other parties fetch <br />Nd harmless Veda tram and &gainsI all liability in excess d the <br />Page 2 of 2 <br />out of use <br />I� <br />/this dote to <br />Lab Log: <br />9036 <br />