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Full-Scale Crash Evaluation of the NETC 4-Bar Sidewalk-Mounted Steel Bridge Railing; Final rept. Sep 96-Sep 98
| 题名： | Full-Scale Crash Evaluation of the NETC 4-Bar Sidewalk-Mounted Steel Bridge Railing; Final rept. Sep 96-Sep 98 |
| 作者： | Kimball, C. E.; Mayer, J. B. |
| 关键词： | Impact tests; Barrier collision tests; Steals; Bridges; Barriers; Performance evaluation; Barrier tests; Occupant protection; Impact protection |
| 摘要： | This report presents the results of three NCHRP Report 350 type crash tests conducted on a sidewalk-mounted steel bridge railing designed by the new England Transportation Consortium (NETC). The test vehicles included an 820-kg small car, a 2,000-kg pickup truck, and an 8,000-kg single-unit van truck. Barrier performance was satisfactory for most of the test evaluation criteria of Report 350 with one exception - in the heavy vehicle (8,000-kg truck) test, the vehicle front axle assembly was dislodged in the impact sequence, allowing the vehicle's trajectory to intrude into adjacent traffic lanes. |
| 总页数： | 52p |
| 报告类型： | 科技报告 |
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