Specifications include, but are not limited to: demolition and removal of the existing bridge structure and construction of a new bridge. The bridge structure will rest on 96 HP steel piles. The bridge footers, substructure and superstructure will be constructed with case-in-place reinforced concrete. The bridge deck will be over-laid with high performance concrete (HPC). The bridge parapet and approach slab will involve a case-in-place concrete construction. Various erosion and sediment control measures will be adopted at the job site including super silt fence, bio-swale, portable sediment tank and filter bags. Stone rip rap will be provided for channel protection. Existing stream flow will be maintained for the life of the project. A section of the existing Temple Hill Road will be re-surfaced with asphalt. Pavement marking, traffic signs and traffic barriers will be installed along the pavement and onto the new bridge. Soil stabilization matting, topsoil and turf grass will be established as needed