Case Studies
May 6, 2020

Performance of the 8.7-km Bridge Spanning Lake Maracaibo in Venezuela

Publication: Practice Periodical on Structural Design and Construction
Volume 25, Issue 3

Abstract

The bridge spanning Lake Maracaibo in Venezuela, also known as General Rafael Urdaneta Bridge, opened to traffic in 1962 and is frequently referred to as the first modern cable-stayed bridge with multiple spans. The structure extends over 8.7 km (5.4 mi), features six cable-stayed spans, five 235-m-long (771 ft) navigation channels, and was designed by Riccardo Morandi. The remaining spans are formed by a series of piers at variable spacing ranging from 36 to 85 m (118 to 279 ft), which receive simply supported precast prestressed girders. In February 2010, it was found that the support for one prestressed girder had failed and the beam was hanging from the end diaphragm at Pier 27. This paper presents a description of this failure, the replacement of the original supports by pot bearings in combination with flat jacks, and the use of the upper-bound and lower-bound theorems of plasticity to design the retrofitting scheme. The paper also includes a description of the structure and its performance in nearly 60 years of service, the highly corrosive environment of Lake Maracaibo, replacement of the main cable stays in 1980, and a brief comparison with the bridge in Genoa, Italy, that partially collapsed recently, also designed by Morandi.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (data used to generate plots and all other data).

Acknowledgments

This work was completed in collaboration with Rosendo Camargo M., Claudio Ramirez S., Salvador Pulido S., and Isaac Salcedo (construction site). The workers from PILPERCA carried out the repairs in very tough conditions. Their help is acknowledged. The author would like to thank the help of Laura Dávila Carrasco and Darisbell Zurita in the preparation of this paper. Comments from an independent reviewer regarding the vulnerability of multiple dapped connections are greatly acknowledge.

References

AASHTO. 1953. Standard specifications for highway bridges. 6th ed. Washington, DC: AASHTO.
AASHTO. 2002. Standard specifications for highway bridges. 17th ed. Washington, DC: AASHTO.
AASHTO. 2007. LRFD bridge design specifications. 4th ed. Washington, DC: AASHTO.
Camomilla, G., F. Pisani, and F. Martinez y Cabrera. 1995. “Repair of the stay cables of the Polcevera Viaduct in Genoa, Italy.” In Extending the lifespan of structures. Zürich, Switzerland: IABSE.
Freyermuth, C. 2009. “Service life and sustainability of concrete bridges.” ASPIRE, October 25, 2009.
Gimsing, N. 1999. “History of cable-stayed bridges.” In Cable-stayed bridges—Past, present and future. Zürich, Switzerland: International Association for Bridge and Structural Engineering.
Morandi, R. 1968. “Viaducto sobre Polcevera, Genoa-Italia.” Informes de la construcción 21 (200): 57–88. https://doi.org/10.3989/ic.1968.v21.i200.3892.
Sarcos, A., A. Navarro, and H. Garcia-Legl. 2003. “Inspection and process of tension of cables of General Rafael Urdaneta Bridge.” J. Bridge Eng. 8 (4): 223–228. https://doi.org/10.1061/(ASCE)1084-0702(2003)8:4(223).
Simons, H. 1963. The bridge spanning Lake Maracaibo in Venezuela, 163. Gütersloh, Germany: Bauverlag.
Troconis, O., D. Contreras, M. Sanchez, M. Romero, J. Bravo, O. Moron, C. Vezga, R. Fernandez, A. Navarro, and A. Sarcos. 2006. “Evaluacion/rehabilitacion del Puente Sobre el Lago de Maracaibo.” In Ingeniería Forense y Estudios de Sitio, 341–360. Caracas, Venezuela: Centro par ala Capacitación, la Innovación, el Desarrollo Tecnológico y el Conocimiento en Ingeniería.
Virlogeux, M. 2001. “Bridges with multiple cable-stayed spans.” In Cable-stayed bridges—Past, present and future. Zürich, Switzerland: International Association for Bridge and Structural Engineering.
Zakrzewski, B. 2018. Dapped concrete beam ends. Lansing, MI: Michigan DOT.

Information & Authors

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 25Issue 3August 2020

History

Received: Mar 6, 2019
Accepted: Dec 23, 2019
Published online: May 6, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 6, 2020

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Authors

Affiliations

Edward M. Curtis Visiting Professor, Dept. of Civil and Environmental Engineering, Purdue Univ., West Lafayette, IN 47906. ORCID: https://orcid.org/0000-0002-1158-3243. Email: [email protected]

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