原文传递
Testing of New Bridge Rail and Transition Designs. Volume 12: Appendix K. Oregon Transition; Final rept. Aug 86-Sep 93
| 题名： | Testing of New Bridge Rail and Transition Designs. Volume 12: Appendix K. Oregon Transition; Final rept. Aug 86-Sep 93 |
| 作者： | Buth, C. E.; Hirsch, T. J.; Menges, W. L. |
| 关键词： | Bridge parapet design; Impact tests; Ultimate strength method; Highway safety; Guardrail design |
| 摘要： | A transition for the Oregon side-mounted thrie-beam bridge railing was developed and tested to performance level one of the 1989 Guide Specifications for Bridge Railings. Acceptable performance of the transition was demonstrated. Post spacing in the transition area is 3 ft-1 1/2 in (953 mm). A 12 ft-6 in (3.81 m) length of thrie-beam which curves behind the guardrail post on the approach end is used in the transition. |
| 总页数： | 57p |
| 报告类型： | 科技报告 |
相关文献
- Testing of New Bridge Rail and Transition Designs. Volume 1. Technical Report; Final rept. Aug 86-Sep 93
- Testing of New Bridge Rail and Transition Designs. Volume 2. Appendix A. Oregon Side Mounted Bridge Railing; Final rept. Aug 86-Sep 93
- Testing of New Bridge Rail and Transition Designs. Volume 9; Appendix H. Illinois Side Mount Bridge Railing; Final rept. Aug 86-Sep 93
- Testing of New Bridge Rail and Transition Designs. Volume 13: Appendix L. 32-in (813-mm) Thrie-Beam Transition; Final rept. Aug 86-Sep 93
- Testing of New Bridge Rail and Transition Designs. Volume 4. Appendix C. Illinois 2399-1 Bridge Railing; Final rept. Aug 86-Sep 93
- Testing of New Bridge Rail and Transition Designs. Volume 8: Appendix G. BR27C Bridge Railing; Final rept. Aug 86-Sep 93
检索历史
应用推荐
