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i <br /> .r =fir.✓ <br /> 10-1. EARTHWORK <br /> Earthwork shall conform to the provisions in Section 19, ''Earthwork," of the Standard <br /> Specifications and these special provisions. <br /> All areas to receive fill should be recompacted to a minimum relative density of 90% of the <br /> maximum dry density as determined by the ASTM designation D1557. The moisture content of <br /> the recompacted soils shall be at or near the optimum moisture content. <br /> I <br /> I <br /> i <br /> l <br />