The bridge, which was part of a design-build contract, consists of a two span prestressed concrete box girder bridge, located in the City of Roseville. The bridge is 112’-8” wide and consist of two 213’ spans.  The bridge used 6’ diameter cast-in-drilled-hole (CIDH) piles at the bent and spread footings at the abutments.  By using the longer spans we were able to avoid putting any substructure in the water, thus mitigating any serious environmental issues with the bridge.