This project involved the replacement of a 55-ft single span steel multi-girder bridge with a 90-ft single span steel multi-girder structure with integral abutments supported on piles. The replacement structure is wider than the existing to accommodate two 11’-0” travel lanes and two 5’-0” shoulders. The highway profile was raised by approximately 3’-0” over the structure to improve hydraulic performance and achieve a minimum 2’-0” of freeboard at the 50-year storm event. The project also involved realignment of drainage ditches and relocation of utilities, including overhead electric and underground fiber optic.