Laserfiche WebLink
ameO <br /> PROPERTY TEST <br /> METHOD <br /> Thickness mils ASTM D5199 <br /> Compound Density /cc ASTM D1505 <br /> Tensile Strength ASTM D6693 <br /> (both yield and ultimate strength and elongation,as <br /> specified) <br /> Carbon Black Content(% ASTM D1603 <br /> 3.12 PLACEMENT OF SOIL OR GRANULAR MATERIALS <br /> All soil materials located on top of a geomembrane shall be placed in such a manner as to ensure: <br /> A. The geomembrane and any underlying geosynthetic layer(s)are not damaged. <br /> B. Minimal slippage of the geomembrane on underlying layer occurs. <br /> C. Minimal movement and wrinkling or folding of the underlying geosynthetics layer(s)occurs. <br /> D. No excess tensile stresses shall occur in the geomembrane, such as by earth moving equipment <br /> making sudden starts, stops, turns. The allowable ground pressure for equipment shall be <br /> prescribed by DESIGN ENGINEER for the material type and layer thickness as identified in <br /> Item 3.06 of Section 2200. <br /> *** END OF SECTION *** <br /> Section 02776 Page 22 of 22 May 9,2012 <br /> Geomembrane Revision 1 <br />