This project involved the removal of the existing three-span structure consisting of a reinforced concrete deck on continuous steel girders supported by open abutments and three column concrete piers on concrete footings. The existing structure was 174 feet in length and 22-ft in width and showing significant signs of distress in the superstructure elements. The project also included nearly one quarter mile of roadway realignment to correct a blind switchback curve at the project location. This included significant right of way acquisition, tree removal, environmental coordination, and embankment construction. 

The replacement structure is a three-span precast, prestressed, concrete deck beam structure consisting of 27-inch deck beams for one span and 33-inch deck beams for the remaining two spans. The structure is supported on fully encased steel H-Pile bent piers and concrete spill-thru pile bent abutments. The new structure is 225-ft in length and 30-ft in width with a 35 degree skew. The new roadway embankment construction consisted of earthen fill topped with a 12-inch Type A aggregate base course and three inches of hot mix asphalt for the final driving surface. The project was constructed under full road closure.