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US 190 MISSISSIPPI RIVER BRIDGE, A COMBINED AILROAD/HIGHWAY BRIDGE REHABILITATION

机译:美国190密西西比河大桥,复盖的空中/高速公路大桥

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The U.S. 190 Mississippi River Bridge crosses high above the Mississippi River between Port Allen and the capital City of Baton Rouge, Louisiana. The combination bridge carries four travel lanes and a single track of railroad that services Union Pacific Railroad and Kansas City Southern. The bridge, completed in 1940, consists of 8,887 feet of railroad approach spans, 2,571 feet of highway approach spans, and 3,326 feet of five cantilever steel through-truss main spans for a total length of 12,213 feet. The highway travel lanes are supported by floorbeams cantilevered on either side of the truss, and the railroad travels through the center of the trusses. This project included the rehabilitation, complete cleaning and painting, and general structural rehabilitation of various bridge members, including cross frame chord members and connection angles, top lateral bracing members, replacement of main truss vertical and diagonal lacing bars, deteriorated interior stiffeners of main truss verticals, deteriorated diagonals at portals, anchor bolt and column rehabilitation for approach bents, bearing pins and corroded complex stirrup bearings, rehabilitation of false chord expansion devices, replacement of cracked gusset plates, and patching of concrete spalls at bearings and retaining walls. Schemes for jacking and temporary support of members under live loads from highway traffic and Cooper E-80 railway load during rehabilitation were evaluated. Structural analysis that included traffic reduction during phases of construction was also considered. Traffic control and phasing for maintenance of traffic during various phases of construction were addressed.
机译:美国190密西西比河大桥横跨密西西比河上方的高地,位于艾伦港和路易斯安那州首都巴吞鲁日之间。组合桥有四个行车道和一条铁路,为联合太平洋铁路公司和堪萨斯城南部公司提供服务。这座桥梁于1940年完工,由8,887英尺的铁路引伸跨度,2,571英尺的高速公路引伸跨度和3,326英尺的五个悬臂钢制贯穿式主跨度组成,总长度为12,213英尺。高速公路行车道由在桁架两侧悬挑的楼板梁支撑,铁路穿过桁架的中心。该项目包括各种桥梁构件的修复,彻底的清洁和喷漆以及一般的结构修复,包括横框架弦杆和连接角,顶部横向支撑构件,主桁架垂直和对角系带的更换,主桁架的内部加劲肋的退化垂直,入口处对角线的恶化,进场弯头的地脚螺栓和柱的修复,轴承销和锈蚀的复杂马rup轴承的修复,假弦膨胀装置的修复,破裂的角撑板的更换以及在轴承和挡土墙处修补混凝土剥落的问题。评估了在公路交通和库珀E-80铁路荷载下在修复过程中承受顶重和临时支撑构件的方案。还考虑了结构分析,其中包括施工阶段的交通减少。讨论了在施工的各个阶段进行交通控制和阶段性交通维护。

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