Abstract

AbstractA new system for framing curved bridges using precast prestressed concrete girders is introduced. The main feature of the new system is the use of relatively short [6–12 m (20–40 ft)] straight girder segments that are joined and posttensioned to form a full-length curved girder. The visual impact of the deviation of these chords from a true curve is indistinguishable by a casual observer. However, it greatly simplifies production of precast curved girders, which are currently produced in full-span piece lengths. Another feature of the new system is utilization of two of the most commonly used precast concrete girder shapes: I-girder and U-girder. The straight-line bridge girder forms and prestressing bed can be used for the proposed curved girder system, saving considerable initial capital and allowing more precasters to compete for this type of bridge. The result is a better value of the cost-effective precast concrete stringer system compared to curved steel, cast-in-place concrete, and segmenta...

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