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amec'AWINA <br />C? <br />PROPERTY TEST METHOD <br />Thickness (mils) GRI-GM:8 <br />Compound Density ( cc) ASTM 131505 <br />Tensile Strength <br />(both yield and ultimate strength and elongation, asspecified) ASTM D638 <br />Carbon Black Content (%) ASTM 131603 <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 geotextile 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 Item <br />3.06 of Section 2200. <br />• <br />• <br />*** END OF SECTION *** <br />Section 02776 Page 22 of 22 September 3, 2008 <br />Geomembrane Revision 1 <br />SAProjects\1125 CC&V Phase 5 VLF\I - Tech Specs\Arequa IFC Specs\02776.r1.doc