Concrete Median Barrier Research Volume 2 Research Report Final Report
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Report No. FHWA-RD.
Author | : United States. Federal Highway Administration. Offices of Research and Development |
Publisher | : |
Total Pages | : 72 |
Release | : 1979 |
Genre | : |
ISBN | : |
Extension of the Nation's Highway, Highway Safety, and Public Transit Programs
Author | : United States. Congress. House. Committee on Public Works and Transportation. Subcommittee on Surface Transportation |
Publisher | : |
Total Pages | : 1392 |
Release | : 1985 |
Genre | : Federal aid to transportation |
ISBN | : |
Traffic Safety
Author | : |
Publisher | : |
Total Pages | : 416 |
Release | : 1976 |
Genre | : Automobiles |
ISBN | : |
Report on the activities of the National Highway Traffic Safety Administration and the Federal Highway Administration under the Highway Safety Act of 1966.
A Subject Bibliography from Highway Safety Literature
Author | : United States. National Highway Traffic Safety Administration |
Publisher | : |
Total Pages | : 870 |
Release | : 1977 |
Genre | : Automobiles |
ISBN | : |
Design and Evaluation of the TL-4 Minnesota Combination Traffic/bicycle Bridge Rail
Author | : Karla A. Polivka |
Publisher | : |
Total Pages | : 124 |
Release | : 1998 |
Genre | : Bridge railings |
ISBN | : |
A combination traffic and bicycle bridge rail was developed and crash tested. The combination bridge rail was constructed with a standard New Jersey safety shaped barrier and special steel panels formed from tubular steel posts and rails, and square vertical spindle bars. Two cables were installed inside the tubular rails to prevent detachment of large pieces of debris from causing hazardous conditions for vehicles and pedestrians below. Although the crash tested bridge rail was constructed using the New Jersey safety shape, it is believed that this combination traffic/bicycle bridge rail could be easily adapted to other safety shape barriers or rectangular parapets with no need for further crash testing. Due to the modular nature of the steel panel sections, the combination traffic/bicycle bridge rail can be repaired very easily following a vehicular impact. Two full-scale vehicle crash tests were performed on Minnesota's combination traffic/bicycle bridge railing. The tests were conducted and reported in accordance with the requirements specified in NCHRP Report No. 350, "Recommended Procedures for the Safety Performance Evaluation of Highway Features" (1993). The safety performance of the combination traffic/bicycle bridge rail was determined to be acceptable according to Test Level 4 of the NCHRP Report No. 350 criteria