Chapter
Apr 26, 2012
Design of the U.S. Grant Bridge Replacement (Concrete Alternative)
Publication: Advanced Technology in Structural Engineering
Abstract
The design and construction method for the proposed concrete alternate for the US Grant replacement bridge is described. The proposed design is a precast segmental box girder structure with a single plane of stay cables along the centerline of the structure. The proposed bridge is a unique unsymmetrical bridge with spans of 350'/875/452', the unequal side span being a result of geometric constraints. The design focuses on providing a robust and serviceable bridge, while maintaining an optimized design that is cost competitive with a steel alternate cable stayed bridge prepared for this site.
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© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
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Steven L. Stroh
P.E.
M.ASCE
Senior Bridge Engineer, URS Greiner Woodward Clyde, 7695 W. Courtney Campbell Causeway, Tampa, FL 33569
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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