This project replaced the deficient 50' single-span, through girder bridge over Bear Creek with an 80' single-span, prestressed concrete box beam bridge. The new bridge was designed on new alignment to allow the use of the existing bridge in the maintenance-of-traffic scheme. Environmental impacts to Bear Creek were minimized by using the simple-span structure on spill through abutments, allowing for construction of the bridge without disturbing the channel of Bear Creek. The new bridge is composite with the concrete deck and utilizes integral abutments with a 30° skew.
