TECHNICAL PAPERS
Aug 1, 1984

Load Test of Single‐cell Box Girder Bridge Cantilever Deck

Publication: Journal of Structural Engineering
Volume 110, Issue 8

Abstract

Prestressed concrete segmental box girder bridges have been used in America for the last 16 yr. The cross section of a segmental prestressed concrete box girder usually has transverse cantilevers, which may incorporate transverse post‐tensioning. The transverse cantilever decks of the Southway Bridge were load tested to verify the design. The experimental results are presented and compared to the design analytical models used to predict the structure's behavior.

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References

1.
“Standard Specifications for Highway Bridges,” The American Association of State Highway and Transportation Officials, Twelfth Edition, Washington, D.C., 1977.
2.
Homberg, Hellmut, “Fabrhahn Platten mit Veranderlicher Dicke,” Springer‐Verlag, New York, N.Y., 1968.
3.
Kulka, Thoman Lin, “Feasibility of Standard Sections for Segmental Prestressed Concrete Box Girder Bridges,” Federal Highway Administration, Washington, D.C., 1981.
4.
Pucher, Adolf, “Influence Surfaces of Elastic Plates,” Springer‐Verlag Wiem, New York, N.Y., 1977.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 8August 1984
Pages: 1773 - 1785

History

Published online: Aug 1, 1984
Published in print: Aug 1984

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Stephen J. Thoman
Engr., T.Y. Lin International, San Francisco, Calif.
Charles M. Redfield, M. ASCE
Prin., T.Y. Lin International, San Francisco, Calif.
Robert E. Hollenbeck, M. ASCE
Civ. Engr., U.S. Army Corps of Engrs., Walla Walla District, Walla Walla, Wash.

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