Fill. A. Perform filling work in accordance with Section 120 of FDOT Standard Specifications, in the locations shown on the Drawings. B. Use only suitable materials in the formation of embankments, sub-grades, shoulders, building pads and other places as directed. C. Fill roadway embankments and building pads in twelve inch maximum layers and compact to density of at least 98% of maximum dry density as determined by AASHTO T-180. Compact materials at a moisture content within 2% of the optimum. If necessary, add water or allow material to dry until the proper moisture content for the specified compaction is obtained. Allow testing of each compacted fill layer, in place, prior to placement of succeeding fill layers.
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Samples: Professional Services, Professional Services, Professional Services
