Chapter
Apr 26, 2012
Colorado Type 7 and 10 Rails under High Test Level Loads
Authors: Nien-Yin Chang, Fatih Oncul, Trever Wang, Michael McMullen, Naser Abu-Hejleh, and Matt GreerAuthor Affiliations
Publication: Geotechnical Engineering for Transportation Projects
Abstract
Colorado impact rail designs follow the AASHTO Standard Specification for bridge deck overhangs, where it uses a 44.5 kN equivalent service load. In the AASHTO LRFD 2000 Code, the impact load was changed to an ultimate static load of TL1 (60 kN) to TL6 (780 kN) without providing design details and the Colorado Department of Transportation (CDOT) began its research to establish design details. Colorado railings in bridge approach usually sit on mechanically stabilized earth (MSE) walls and the impact load transfer from rails to walls becomes critical to rail stability and MSE wall design. Nonlinear quasi-static and impact load finite element analyses were performed to evaluate the stability and impact transfer efficiency of Colorado Type 7 and Type 10 rails with concrete and steel barriers, respectively under TL4 (240 kN) and TL5a (516 kN) impact loads. The finite element modeling demonstrated that the current design was effective at resisting impact loads if the rails were long and continuous. However, the modeling indicated that the system might not perform adequately if the impact occurred close to the end of the rail. Further research is needed to simulate true dynamic loading and to validate the results with actual crash tests.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Nien-Yin Chang
Professor of Civil Engineering, University of Colorado at Denver, Campus Box 113, P.O.Box 173364, Denver, CO 80217-3364
Fatih Oncul
Lecturer, School of Engineering and Engineering Technology, Fairleigh Dickinson University, 1000 River Road, T-MUI-01, Teaneck, NJ 07666-1914
Trever Wang
Senior Bridge Engineer, Colorado DOT, 4201 E. Arkansas Ave., Denver, CO 80222
Michael McMullen
Senior Bridge Engineer, Colorado DOT, 4201 E. Arkansas Ave., Denver, CO 80222
Naser Abu-Hejleh
Research Engineer, Colorado DOT, 4201 E. Arkansas Ave., Denver, CO 80222
Matt Greer
Colorado Regional Manager, FHWA
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