TECHNICAL PAPERS
Jan 1, 2008

Bridge Damage and Repair Costs from Hurricane Katrina

Publication: Journal of Bridge Engineering
Volume 13, Issue 1

Abstract

Hurricane Katrina caused significant damage to the transportation system in the Gulf Coast region. The overall cost to repair or replace the bridges damaged during the hurricane is estimated at over $1 billion. This paper describes the observed damage patterns to bridges, including damage attributed to storm surge, wind, impact from debris, scour, and water inundation, as well as examples of repair measures used to quickly restore functionality to the bridges and transportation system. Using the data from the 44 bridges that were damaged, relationships between storm surge elevation, damage level, and repair costs are developed. The analysis reveals that, in general, regions with higher storm surge had more damage, although there were several instances where this was not the case, primarily due to damage resulting from debris impact. It is also shown that a highly nonlinear relationship exists between the normalized repair cost and the damage state. The paper concludes with a brief discussion on the efficacy of using typical seismic design details for mitigating the effects of hurricane loads, and potential design considerations for bridge structures in vulnerable coastal regions.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The reconnaissance was supported by the American Society of Civil Engineers Technical Lifelines Council for Earthquake Engineering (TCLEE) and the Mid-America Earthquake Center through the Earthquake Engineering Research Center’s program of the National Science Foundation under Award No. NSFEEC-9701785. The writers wish to express their gratitude to the Department of Transportation Officials in Mississippi, Louisiana, and Alabama.

References

Basoz, N., Kiremidjian, A., King, S. A., and Law, K. H. (1999). “Statistical analysis of bridge damage data from the 1994 Northridge, Calif. earthquake.” Earthquake Spectra, 15(1), 25–54.
Comario, M. C. (2006). “Estimating downtime in loss modeling.” Earthquake Spectra, 22(2), 349–365.
Comartin, C., Green, M., and Tubbesing, S. (1995). “The Hyogo-Ken Nanbu earthquake.” Preliminary Reconnaissance Rep., Earthquake Engineering Research Institute, Oakland, Calif.
Consolazio, G. R., and Cowan, D. R. (2005). “Numerically efficient dynamic analysis of barge collisions with bridge piers.” J. Struct. Eng., 131(8), 1256–1266.
Des Roches, R., and Fenves, G. L. (2000). “Design of seismic cable hinge restrainers for bridges.” J. Struct. Eng., 126(4), 500–509.
FEMA. (2003). HAZUS-MH MR1: Technical manual, Earthquake Model, Federal Emergency Management Agency, Washington, D.C.
Gautreau, G. M. (2006). “State project No. 006-05-0085 F.A.P. ER-ERE1(054) emergency repairs to Chef Bridge Route US-90; Orleans Parish.” Intradepartmental correspondence from LaDOTD to FHWA, April 5.
Jennings, P. C. (1971). “Engineering features of the San Fernando earthquake of February 9, 1971.” Rep. No. EERL-76/18, Earthquake Engineering Research Lab, California Institute of Technology, Pasadena, Calif.
Moehle, J. P. (1995). “Northridge earthquake of January 17, 1994: Reconnaissance report, Volume 1—Highway bridges and traffic management.” Earthquake Spectra, 11(3), 287–372.
NISEE. (2006). Karl V. Steinbrugge Collection, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif. http://nisee.berkeley.edu/visual_resources/steinbrugge_collection.html
NOAA. (2005). “Climate of 2005 summary of Hurricane Katrina.” National Climatic Data Center, http://lwf.ncdc.noaa.gov/oa/climate/research/2005/katrina.html
Saiidi, M., Maragakis, E., and Feng, S. (1996). “Parameters in bridge restrainer design for seismic retrofit.” J. Struct. Eng., 122(1), 61–68.
Technical Lifelines Council for Earthquake Engineering (TCLEE). (2006). “Hurricane Katrina: Performance of transportation systems.” R. Des Roches, ed., ASCE Technical Council on Lifeline Earthquake Engineering Monograph No. 29, American Society of Civil Engineers, June.
Winget, D. G., Marchand, K. A., and Williamson, E. B. (2005). “Analysis and design of critical bridges subjected to blast loads.” J. Struct. Eng., 131(8), 1243–1255.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 13Issue 1January 2008
Pages: 6 - 14

History

Received: Jul 18, 2006
Accepted: Sep 18, 2006
Published online: Jan 1, 2008
Published in print: Jan 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Jamie Padgett
Assistant Professor, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main Street MS 318, Houston, TX 77005.
Reginald DesRoches
Associate Professor and Associate Chair, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.
Bryant Nielson
Assistant Professor, Dept. of Civil and Environmental Engineering, Clemson Univ., Clemson, SC 29634-0911.
Mark Yashinsky
Senior Bridge Engineer, Caltrans Office of Earthquake Engineering, MS9, Sacramento, CA 95608.
Oh-Sung Kwon
Post Doctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 North Mathews, Urbana, IL 61801.
Nick Burdette
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 North Mathews, Urbana, IL 61801.
Ed Tavera
Geotechnical Engineer, Geotechnical Engineering, Fugro West, Inc., 201 S. Broadway, Ste. 215, Orcutt, CA 93457.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share