Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published January 2004

Overheight Vehicle Collisions with Highway Bridges

Abstract

The objective of this study was to assess the magnitude of overheight vehicle collisions with highway bridges that caused structural damage, injuries, and sometimes even fatalities at both the Maryland and the national levels. The seriousness of the collisions was exemplified by a case in 1999 in which a truck hauling an overheight excavator struck and collapsed a pedestrian bridge over the Baltimore Beltway, killing one motorist and injuring three others. Statistics on overheight collisions in Maryland were collected from overheight vehicle detector records, the statewide accident database, and bridge inspection reports. An analysis of the data revealed that the frequency of overheight accidents reported in Maryland increased by 81% between 1995 and 2000. Of the 1,496 bridges susceptible to impact by overheight vehicles statewide, 309 (20%) have been struck, with 58 (4%) having required repairs. No nationwide databases on overheight collisions exist, so a survey was sent to each state to collect national statistics. Of the 29 states responding, 18 (62%) indicated that they consider overheight collisions to be a significant problem, but few were able to provide hard data.

Get full access to this article

View all access and purchase options for this article.

References

1. Hilton M. H. Some Case Studies of Highway Bridges Involved in Accidents. In Highway Research Record 432, HRB, National Safety Council, Washington, D.C, 1973, pp. 41–51.
2. Shanafelt G. O., and Horn W. B. Damage Evaluation and Repair Methods for Prestressed Concrete Bridge Members. NCHRP Report 226, TRB, National Safety Council, Washington, D.C., 1980.
3. Shanafelt G. O., and Horn W. B. NCHRP Report 271: Guidelines for Evaluation and Repair of Damaged Steel Bridge Members. TRB, National Safety Council, Washington, D.C., 1984.
4. Harik I. E., Shaaban A. M., Gesund H., Valli Y. S., and Wang S. T. United States Bridge Failures, 1951-1988. Journal of Performance of Constructed Facilities, Vol 4, No. 4, pp. 272–277.
5. Span Damage Rate Rising. Michigan Roads and Construction, Vol. 85, No. 50, 1988, p. 3.
6. Hanchey C. M., and Exley S. F. Overheight Vehicle Warning Systems in Mississippi. ITE Journal, Vol. 60, No. 6, 1990, pp. 24–29.
7. Feldman L. R., Jirsa J. O., and Kowal E. S. Repair of Bridge Impact Damage. Concrete International, Vol. 20, No. 2, 1998, pp. 61–66.
8. Bedi A. K. Study of a Typical Bridge Girder Damaged by Vehicle Impacts. Proc., 2nd Forensic Engineering Congress, American Society of Civil Engineers, Reston, Va., 2000, pp. 263–272.
9. Humphrey T. F. NCHRP Synthesis of Highway Practice: Report 143: Uniformity Efforts in Oversize/Overweight Permits. TRB, National Research Council, Washington, D.C., 1988
10. Motor Carrier Group Chairman's Factual Report HWY-99-F-H022. National Transportation Safety Board, Washington, D.C., 2000.
11. Vehicle Factors Group Chairman's Factual Report HWY-99-F-H022. National Transportation Safety Board, Washington, D.C., 2000.
12. A Policy on Geometric Design of Highways and Streets, 3rd ed. AASHTO, Washington, D.C., 1994.
13. Manual on Uniform Traffic Control Devices. FHWA, U.S. Department of Transportation, 2003, Sect. 2C.18.
14. Highway Statistics 1999. Office of Highway Policy Information, FHWA, U.S. Department of Transportation, 2000, Table HM-81.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published: January 2004
Issue published: January 2004

Rights and permissions

© 2004 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

Chung C. Fu
Bridge Engineering Software & Technology (BEST) Center, University of Maryland, College Park, MD 20742
J. Ross Burhouse
Dewberry and Davis, 8401 Arlington Boulevard, Fairfax, VA 22031
Gang-Len Chang
Department of Civil & Environmental Engineering, University of Maryland, College Park, MD 20742

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 216

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 34

  1. Damage mechanism and damage evaluation of PC ...
    Go to citation Crossref Google Scholar
  2. Dynamic Response and Impact Force Calculation of PC Box Girder Bridge ...
    Go to citation Crossref Google Scholar
  3. Strategies for Prevention, Protection, and Repair of Bridge Girders Vu...
    Go to citation Crossref Google Scholar
  4. Vehicle collision with RC structures: A state-of-the-art review
    Go to citation Crossref Google Scholar
  5. Behavior of steel girder bridges damaged by vehicular collision
    Go to citation Crossref Google Scholar
  6. Over-height truck collisions with railway bridges: attenuation of dama...
    Go to citation Crossref Google Scholar
  7. A Moving Vehicle Height Monitoring Sensor System for Overheight Impact...
    Go to citation Crossref Google Scholar
  8. Statistics and prediction of vehicle–bridge collisions in Quebec
    Go to citation Crossref Google Scholar
  9. A Vision Based System Design for Over-Sized Vessel Detecting and Warni...
    Go to citation Crossref Google Scholar
  10. Synthesis of Repair Materials and Methods for Reinforced Concrete and ...
    Go to citation Crossref Google Scholar
  11. Experimental Analysis on Effectiveness of Crash Beams for Impact Atten...
    Go to citation Crossref Google Scholar
  12. Design and field implementation of an impact detection system using co...
    Go to citation Crossref Google Scholar
  13. What Cannot Be Cured Must Be Endured: Understanding Bridge Systems as ...
    Go to citation Crossref Google Scholar
  14. LADAR‐based collision warning sensor to prevent over‐height vehicle br...
    Go to citation Crossref Google Scholar
  15. Optimized Parameters for Over-Height Vehicle Detection under Variable ...
    Go to citation Crossref Google Scholar
  16. Numerical analysis of I-Lam honeycomb sandwich panels for collision pr...
    Go to citation Crossref Google Scholar
  17. Holistic approach for treatment of accidental hazards during conceptua...
    Go to citation Crossref Google Scholar
  18. Full-scale lateral impact testing of prestressed concrete girder
    Go to citation Crossref Google Scholar
  19. Understanding the Problem of Bridge and Tunnel Strikes Caused by Over-...
    Go to citation Crossref Google Scholar
  20. Dynamic responses and damage analyses of tunnel lining and errant larg...
    Go to citation Crossref Google Scholar
  21. Numerical Analysis of Honeycomb Sandwich Collision Protection Systems ...
    Go to citation Crossref Google Scholar
  22. Damage detection using reflectorless electronic distance measurements:...
    Go to citation Crossref Google Scholar
  23. A vision-based method for on-road truck height measurement in proactiv...
    Go to citation Crossref Google Scholar
  24. Decision analysis for elevating bridge decks with steel pedestals
    Go to citation Crossref Google Scholar
  25. Behavior of Laterally Damaged Prestressed Concrete Bridge Girders Repa...
    Go to citation Crossref Google Scholar
  26. Assessment of Carbon Fiber Reinforced Polymer Repair for Laterally Dam...
    Go to citation Crossref Google Scholar
  27. Finite-Element and Simplified Models for Collision Simulation between ...
    Go to citation Crossref Google Scholar
  28. Probabilistic Demand Models and Fragility Estimates for Bridges Elevat...
    Go to citation Crossref Google Scholar
  29. Optimum CFRP Configuration to Efficiently Repair Laterally Damaged, Si...
    Go to citation Crossref Google Scholar
  30. Bridge Clearance Evaluation Based on Terrestrial LIDAR Scan
    Go to citation Crossref Google Scholar
  31. Overheight Collision Protection Measures for Bridges
    Go to citation Crossref Google Scholar
  32. Maine Statewide Deployment and Integration of Advanced Traveler Inform...
    Go to citation Crossref Google Scholar
  33. Full-Scale Tests of Bridge Steel Pedestals
    Go to citation Crossref Google Scholar
  34. Development of a Bridge Bumper to Protect Bridge Girders from Overheig...
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub