Impact of 2008 Hurricane Ike on Bridge Infrastructure in the Houston/Galveston Region
Publication: Journal of Performance of Constructed Facilities
Volume 26, Issue 4
Abstract
The storm surge, wind, and waves produced by Hurricane Ike in 2008 caused notable damage to the transportation infrastructure in the Houston/Galveston region of Texas. This paper presents the lessons learned from damage to bridge infrastructure in the Houston/Galveston region observed after Hurricane Ike, with comparisons to empirical evidence from past hurricane events on common failure modes and design details affecting bridge performance under hurricane-induced loads. A rich set of damage data is developed, drawing upon postevent inspections and reconnaissance data to present details such as bridge type, failure mode, and surge elevation for the 53 damaged bridges. Many of the damaged structures in the region were either constructed of timber or were low-clearance water-crossing bridges, and these bridges were often completely destroyed by the storm surge and wave loading. Scour and debris also hampered the performance of both major structures and rural bridges. The evidence from the performance of these structures highlights the need for new design alternatives or retrofits such as the use of shear keys and restrainer cables, grated decks, or replacement of timber bridges with box-culvert structures, among other solutions.
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Acknowledgments
This study was supported by Houston Endowment under the SSPEED grant entitled “Hurricane Ike: Lessons Learned and Steps for the Future.” The writers would like to express their gratitude to the Texas Department of Transportation, HNTB, and the Texas Department of Rural Affairs for providing access to structures and inspection data. The writers would also like to thank Sullivan Brothers Builders and its owners William, Todd, and John Sullivan for their assistance in reconnaissance for the Pelican Island Bridge.
References
ADCIRC [Computer software]. Univ. of North Carolina, Chapel Hill, NC. 〈http://www.adcirc.org〉 (Jan. 15, 2010).
American Association of State Highway and Transportation Officials (AASHTO). (2008). Guide specifications for bridges vulnerable to coastal storms, Washington, DC.
American Concrete Institute (ACI) Committee 318. (2008). Building code requirements for structural concrete (ACI 318-08) and commentary, Detroit.
Berg, R. (2009). “Tropical cyclone report: Hurricane Ike.” National Hurricane Center, NOAA. 〈http://www.nhc.noaa.gov/2008atlan.shtml〉 (Feb. 16, 2010).
DesRoches, R. et al. (2006). Hurricane Katrina: Performance of transportation systems, Technical Council on Lifeline Earthquake Engineering, ASCE, Reston, VA.
Douglass, S., Hughes, S., Rogers, S., and Chen, Q. (2004). “The impact of hurricane Ivan on the coastal roads of Florida and Alabama: A preliminary report.” Coastal Transportation Engineering Research and Education Center, Mobile, AL.
Elder, L. (2010). “Feds commit $6.5M to Pelican Island Bridge repairs.” The Galveston County Daily News, May. 〈http://galvestondailynews.com/story.lasso?ewcd=a5378cd5c97cf83f〉 (Feb. 18, 2010).
Federal Highway Administration (FHWA). (2008). “2008 national bridge inventory (NBI) ASCII files: Texas.” NBI ASCII files, 〈http://www.fhwa.dot.gov/bridge/nbi/2008/TX08.txt〉 (Jan. 13, 2011).
Huang, W., and Xiao, H. (2009). “Numerical modeling of dynamic wave force acting on Escambia Bay Bridge deck during Hurricane Ivan.” J. Waterw. Port, Coastal Ocean Eng.JWPED5, 135(4), 164–175.
Mosqueda Porter, K. A., O’Connor, J., and McAnany, P. (2007). “Damage to engineered buildings and bridges in the wake of Hurricane Katrina.” Structures Congress 2007: New Horizons and Better Practices, ASCE, Reston, VA.
Okada, S., Mitamura, H., and Ishikawa, H. (2006). “The collapse mechanism and the temporary restoration of Omori Bridge damaged by the storm surge of Typhoon No. 18 in 2004.” Tech. Memo. Public Works Res. Inst., 4009, 185–192.
Okeil, A. M., and Cai, C. S. (2008). “Survey of short- and medium-span bridge damaged induced by hurricane Katrina.” J. Bridge Eng., 13(4), 377–387.JBENF2
Padgett, J. E. et al. (2008). “Bridge damage and repairs from hurricane katrina.” J. Bridge Eng.JBENF2, 13(1), 6–14.
Padgett, J. E., Spiller, A. E., and Arnold, C. (2009). “Statistical analysis of coastal bridge vulnerability using empirical evidence from Hurricane Katrina.” Struct. Infrastruct. Eng.,.
Sawyer, A. D. (2008). “Determination of hurricane surge wave forces on bridge superstructures and design/retrofit options to mitigate or sustain these forces.” Master of Science thesis, Auburn Univ., Auburn, AL.
Sheppard, D. M., and Marin, J. (2009). “Wave loading on bridge decks.” Rep. No. BD5445-58, Florida Dept. of Transportation, Tallahassee, FL.
State of Florida. (2004). Hurricane Ivan: Beach and dune erosion and structural damage assessment and post-storm recovery plan for the panhandle coast of Florida, Dept. of Environmental Protection, Division of Water Resource Management. Bureau of Beaches and Coastal Systems, Tallahassee, FL. 〈http://bcs.dep.state.fl.us/reports/ivan.pdf〉 (May 8, 2010).
State of Texas. (2009). Hurricane Ike recovery program: Assessment data sheet, Texas Dept. of Rural Affairs, Office of Rural Community Affairs, Austin, TX.
SWAN [Computer software]. Delft Univ of Technology, Delft, Netherlands. 〈http://www.swan.tudelft.nl〉 (Jan. 15, 2010).
Wang, C., and Salmon, C. G. (1992). Reinforced concrete design, 5th Ed., Harper Collins, New York.
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© 2012. American Society of Civil Engineers.
History
Received: Sep 27, 2010
Accepted: Feb 9, 2011
Published online: Feb 11, 2011
Published in print: Aug 1, 2012
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