This project involved the removal of the existing single-span structure consisting of a reinforced concrete deck on steel girders supported by closed timber abutments and timber piling. The existing structure was 34 feet in length and 26 feet in width and showing significant signs of distress in the substructure elements. In particular, this structure was experiencing significant to complete section loss of the timber abutment back walls and to a lesser extent the timber piling. The abutments were also experiencing rotation resulting in improper seating and bearing of the steel beams on the abutment caps. The replacement structure is a single-span precast, prestressed, 33-inch concrete deck beam structure. The structure is supported on concrete spill-thru pile bent abutments. The new structure is 79 feet in length and 28 feet in width with no skew. The project was constructed under full road closure.