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28 days AASHTO admixture areas asphalt pavement ASTM autogenous shrinkage autogenous volume change batch bonding grout bridge deck cement content coarse aggregate compressive strength Concrete Bridges concrete mixes concrete mixtures concrete overlay condition survey construction monitoring projects corrosion damage corrosion inhibitor coulomb values crete debonding debonding/delamination deck concrete deck surface delamination Department of Transportation diffusion coefficients direct tensile drying shrinkage elastic modulus Engineering evaluate existing asphalt FDOT FIGURE fly ash footers grout indicated kg/m laboratory lb/yd Long Key Bridge manual sounding measurements Microsilica modified V-pier mold halves National Research Council ODOT overlay bond strength Ozyildirim PCC base percent permeability pier replacement portland cement pozzolanic Proposal Note rebar resistance Segmental Bridges SFMC overlay shrinkage cracking silica fume slab slag slump specimens stresses structure substructure Table tensile strain capacity tensile strength thickness tion Transportation Research Board Transportation Research Record U.S. Department VDOT Virginia W/CM water content whitetopping