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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Table 02200-1 <br />Earthwork Material Evaluation Testing Frequency <br />ASTM <br />Test Designation' <br />Earthfill <br />(cy) <br />Vegetative Layer <br />(cy) <br />D2488 (Visual Soil Description) <br />5,000 <br />Finished <br />D1557 (Compaction) <br />5,000 <br />D422 (Particle Size) <br />5,000 <br />5,000 <br />D2922 (Density) <br />1,000 <br />5,000 <br />D3017 (Moisture) <br />1,000 <br />5,000 <br />D2216 (Moisture Content) <br />1,000 <br />5,000 <br />I Minimum one test per material type. <br />Table 02200-2 <br />Fill Placement, Compaction, and Tolerances <br />I Maximum lift thickness. <br />2Minimum lift thickness over geomembrane cover. <br />END OF SECTION 02200 <br />SHAW ENVIRONMENTAL, INC. <br />San Joaquin County — Extension of Cap Corral Hollow Sanitary Landfill — CH Closure Cap Ext Proj Technical Specs -4-19-12 Revl.DocReV. 0, 04/05/2012 <br />Site Earthwork <br />02200-15 <br />Finished <br />Loose Lift <br />Grade <br />Thickness <br />Moisture <br />Relative <br />Method of <br />Tolerance <br />Fill Type <br />(in.) <br />Content <br />Compaction <br />Test <br />() <br />Earthfill <br />81 <br />+2% of <br />90% <br />ASTM D1557 <br />+0.1 <br />optimum <br />Min. <br />-0.0 <br />Vegetative soil <br />122 <br />+2% of <br />88% <br />ASTM D1557 <br />+0.1 <br />optimum <br />Max. <br />-0.0 <br />I Maximum lift thickness. <br />2Minimum lift thickness over geomembrane cover. <br />END OF SECTION 02200 <br />SHAW ENVIRONMENTAL, INC. <br />San Joaquin County — Extension of Cap Corral Hollow Sanitary Landfill — CH Closure Cap Ext Proj Technical Specs -4-19-12 Revl.DocReV. 0, 04/05/2012 <br />Site Earthwork <br />02200-15 <br />