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SPANNING THE 'GRAND CANYON OF THE EAST' Foundation Design for the Genesee Arch Bridge Project

机译:Genesee拱桥项目跨越“东方大峡谷”基础设计

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Replacement of the Portageville High Bridge (High Bridge) over the scenic Genesee River Gorge with a new steel arch structure was a complex undertaking, made possible by meticulous consideration of its foundation design. The new bridge represents the first true steel arch bridge structure built for the railroad industry since the 1940s. Upon its completion, the bridge was renamed the Genesee Arch Bridge. The bridge lies within the southwest part of Letchworth State Park, often referred to as the "Grand Canyon of the East', about 40-miles southwest of Rochester, New York. By the late 1990s, the High Bridge was showing its aged condition and need for replacement. After acquiring the bridge, Norfolk Southern decided to replace it with a new 2-hinged, spandrel-braced steel arch structure. Significant site constraints complicated bridge construction, as any activity could not adversely impact the river or park. As a result, the new bridge was designed utilizing cantilevered construction methods and its foundations were cut upwards of 120-feet into the gorge sidewalls. Bridge foundation design required extensive evaluation, including a detailed subsurface exploration program to characterize ground conditions. Engineering design evaluations were undertaken to address ground conditions that had the potential to affect the new bridge's integrity, including arch skewback foundations, micropiles, rock excavations utilizing controlled rock blasting, rock slope reinforcement and stabilization, rockfall hazard mitigation measures, and railway approach embankments. Construction of the new bridge commenced in November 2015 and opened to railway traffic in December 2017.
机译:通过精心考虑基础设计,用新的钢拱结构替换风景秀丽的杰纳西河峡谷上的Portageville高桥(高桥)是一项复杂的工作。这座新桥代表了自1940年代以来为铁路行业建造的第一座真正的钢拱桥结构。完工后,这座桥被更名为Genesee拱桥。这座桥位于莱奇沃思州立公园的西南部,通常被称为“东方大峡谷”,位于纽约罗切斯特西南约40英里处。到1990年代后期,高桥已经显示出其老化的状况,并且购置桥梁后,诺福克南部公司决定将其更换为新型的2铰链,跨度支撑的钢拱结构,由于任何活动都不会对河流或公园造成不利影响,因此重要的工地限制了桥梁的建造。结果,新桥采用悬臂施工方法进行设计,其基础被向上切入峡谷侧壁120英尺,桥梁基础设计需要进行广泛的评估,包括详细的地下勘探计划以表征地面条件,并进行了工程设计评估,处理可能影响新桥完整性的地面条件,包括拱形倾斜基础,微型桩,利用控制性爆破,岩石边坡加固和稳定,岩崩危险缓解措施以及铁路引道堤进行岩石开挖。新桥的建设于2015年11月开始,并于2017年12月通车。

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