The replacement of the Kosciuszko Bridge

IF 1.5 Q3 ENGINEERING, CIVIL
Carol J. Wynperle, Kwok-Leung Tam, L. Bellevue, Benjamin Szymanski
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引用次数: 0

Abstract

The Kosciuszko Bridge carries a 1.8-km-long segment of the Brooklyn-Queens Expressway over Newtown Creek between Brooklyn and Queens in New York City. The roadway is a vital link in the region's transportation network, carrying over 170,000 vehicles per day. Due to structural and operational deficiencies, the existing structure was replaced. The new bridge consists of two parallel structures, one eastbound and one westbound, with main spans mirroring one another. Each structure consists of a single tower cable-stayed main span over Newtown Creek with unbalanced main and back spans. This was the first cable-stayed bridge to be constructed in New York City, joining the ranks of the City's most iconic bridges. The paper will discuss the two main span structures and will focus primarily on the design and construction of the Westbound, Phase 2 bridge. Some of key design aspects will be outlined, including outboard cable anchorages, a concrete-filled counterweight and other details intended to facilitate construction, maintenance and inspection. The Eastbound, Phase 1 bridge was constructed under a design-build contract, and the Westbound, Phase 2 bridge as a design-bid-build. The paper will also touch on some of the design aspects that were refined during the second phase.
更换科希丘什科大桥
Kosciuszko大桥承载着纽约市布鲁克林和皇后区之间新镇河上的一段1.8公里长的布鲁克林-皇后区高速公路。这条公路是该地区交通网络的重要一环,每天运载超过17万辆汽车。由于结构和操作上的缺陷,现有的结构被替换。新桥由两个平行结构组成,一个是东行,一个是西行,主跨互为镜像。每个结构都由新镇河上的单塔斜拉主跨组成,主跨和后跨不平衡。这是纽约市建造的第一座斜拉桥,加入了该市最具标志性的桥梁的行列。本文将讨论两个主要跨结构,并将主要集中在西行第二期桥梁的设计和施工上。将概述一些关键的设计方面,包括外部电缆锚固,混凝土填充配重和其他旨在促进施工,维护和检查的细节。东行第一期大桥是按照设计-建造合同建造的,西行第二期大桥是按照设计-投标-建造合同建造的。本文还将涉及在第二阶段改进的一些设计方面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
3.00
自引率
10.00%
发文量
48
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