This paper describes the steps taken to rehabilitate a seven-span, 951 ft (290 m) long, continuous prestressed concrete box girder bridge, located about 180 miles (290 km) s'/> Rehabilitation of the Boivre Viaduct - A Multispan Prestressed Box Girder Bridge
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Rehabilitation of the Boivre Viaduct - A Multispan Prestressed Box Girder Bridge

机译:Boivre高架桥的修复-多跨预应力箱梁桥

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style="text-align: left;">This paper describes the steps taken to rehabilitate a seven-span, 951 ft (290 m) long, continuous prestressed concrete box girder bridge, located about 180 miles (290 km) southwest of Paris, France.  Evaluation of the distressed structure was accomplished through both instrumentation and visual inspections over a 4-year period. The final corrective measures required the development of new materials and procedures along with a high level of quality assurance controls to ensure a successful project. The completed bridge resulted in a substantial savings of time and money. 
机译:style =“ text-align:left;”>本文描述了修复西南跨度约180英里(290公里),长951英尺(290 m)长的连续预应力混凝土箱梁桥的步骤。法国巴黎通过4年的仪器检查和目视检查,完成了受困结构的评估。最终的纠正措施要求开发新的材料和程序,以及高水平的质量保证控制措施,以确保项目成功。完工的桥梁大大节省了时间和金钱。

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