Development of a TL-3 F-Shape Temporary Concrete Median Barrier
REPORT NUMBER
TRP-03-064-96
AUTHORS
Ronald Faller, John Rohde, Barry Rosson, Richard Smith, Kenneth Addink
PUBLICATION DATE
1996-12-01
ABSTRACT
A temporary concrete median barrier (CMB) was designed and tested for compliance under the Test Level 3 (TL-3) guidelines specified in the Recommended Procedures for the Safety Performance Evaluation of Highway Features, National Cooperative Highway Research Program (NCHRP) Report No. 350. The barrier is built to the new metric standards and has a traditional pin and loop configuration for interconnection. The objective of this research project was to develop and evaluate a standardized, temporary concrete barrier design while addressing the concerns for safety, economy, structural integrity, constructability, ease of installation, and maintenance. The resulting F-shape barrier segment is 3,800-mm long, a length that reduced the number of connections while limiting the weight of the barriers to ease handling. Full-scale crash testing demonstrated several critical design features. First, the connections need to be tight initially as practicable to limit deformation and rotation of the barriers. Secondly, the pin needs to restrain the longitudinal barrier forces. Full-scale compliance testing of the final design demonstrated that the barrier was capable of successfully redirecting the 2000-kg vehicle. The vehicle demonstrated significant roll after contract with the barrier, which is evidenced in a majority of other concrete barrier tests. This barrier provides economical work zone protection applicable in a variety of situations, where TL-3 test criteria is warranted.
KEYWORDS
Highway Safety, Roadside Safety, F-Shape, Median Barrier, Temporary Concrete Barrier, NCHRP-350, TL-3, Crash Test, Longitudinal Barrier
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