Beason, W. L., Cain, J. C., & Hirsch, T. J. (1986). A Low-Maintenance, Energy Absorbing Bridge Rail (Report No. FHWA/TX-86/14+417-1F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84959
Beason, W. Lynn, J. C. Cain, and T. J. Hirsch. A Low-Maintenance, Energy Absorbing Bridge Rail. Report no. FHWA/TX-86/14+417-1F. Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/84959.
Beason, W. Lynn, et al. A Low-Maintenance, Energy Absorbing Bridge Rail. Texas Transportation Institute. Texas A&M University, 1986, Report no. FHWA/TX-86/14+417-1F, ROSA P. https://rosap.ntl.bts.gov/view/dot/84959.
A low-maintenance, energy-absorbing bridge rail has been developed for use in high traffic volume situation where the cost of repairing conventional bridge rails has become prohibitively expensive. The new bridge rail is designed to meet or exceed current bridge rail design guidelines. The new bridge rail incorporates structural steel tube railings and posts and high strength rubber energy absorbers. The new bridge rail is designed to be installed on new or existing standard bridge decks. Results of crash tests show that the bridge rail can smoothly redirect a 4500 lb. (2043 kg) automobile impacting with a velocity of 60 mph (96.6 km/hr) and an angle of 25° and remain in service with no maintenance. If exposed to a more severe impact, the bridge rail may have to be repaired, but the bridge deck will remain undamaged. Finally, the new energy-absorbing rail occupies less bridge deck area than conventional bridge rails.
Beason, W. L., Cain, J. C., & Hirsch, T. J. (1986). A Low-Maintenance, Energy Absorbing Bridge Rail (Report No. FHWA/TX-86/14+417-1F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84959
Beason, W. Lynn, J. C. Cain, and T. J. Hirsch. A Low-Maintenance, Energy Absorbing Bridge Rail. Report no. FHWA/TX-86/14+417-1F. Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/84959.
Beason, W. Lynn, et al. A Low-Maintenance, Energy Absorbing Bridge Rail. Texas Transportation Institute. Texas A&M University, 1986, Report no. FHWA/TX-86/14+417-1F, ROSA P. https://rosap.ntl.bts.gov/view/dot/84959.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.