Abstract
For longitudinal barriers, it is common practice to use a standard W-beam guardrail along the required highway segments and to use a stiffened time-beam guardrail in a transition region near the end of a bridge. As a result of the differences in rail geometries, a W-beam-to-thrie-beam transition element is typically used to connect and provide continuity between the two rail sections. However, the W-beam-to-thrie-beam transition element has not been evaluated according to current impact safety standards. Therefore, an approach guardrail transition system, including a W-beam-to-thrie-beam transition element, was constructed and crash tested. The transition system was attached to Missouri's thrie-beam and channel bridge railing system.
Original language | English (US) |
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Title of host publication | Highway Facility Design |
Publisher | National Research Council |
Pages | 45-50 |
Number of pages | 6 |
Edition | 2025 |
ISBN (Print) | 9780309104524 |
DOIs | |
State | Published - 2007 |
Externally published | Yes |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Mechanical Engineering