首页> 外文会议>PCI 60th anniversary 2014 convention and national bridge conference >SLIDE-IN REPLACEMENT OF TWO I-84 BRIDGES IN NEW YORK STATE
【24h】

SLIDE-IN REPLACEMENT OF TWO I-84 BRIDGES IN NEW YORK STATE

机译:纽约州的两个I-84桥的滑入式更换

获取原文
获取原文并翻译 | 示例

摘要

This project involves the rapid replacement of the existing I-84 Bridges over Dingle Ridge Road in New York State using the slide-in construction method. The existing structures carry two travel lanes in each direction over Dingle Ridge Road and are too narrow to cross over traffic during replacement. I-84 is heavily traveled, with a peak AADT of up to 100,000, with 16% truck traffic. The existing structure has a 3-span steel girder superstructure with a total length of 135’-0”. The new structures utilized 80’-0” single-span concrete NEXT beam superstructures.rnThe superstructure consists of adjacent NEXT beams made composite with one another through longitudinal Ultra High Performance Concrete (UHPC) closure pours for greater durability. The approach slabs consist of precast concrete modules that are also made composite through UHPC closure pours. The bridge replacements were done over two weekend nights using the slide-in construction method. Closure of the I-84 roadway was limited to just 20 hours for each bridge to allow for the rapid demolition of the existing bridge and slide-in of the new superstructure. Conventional bridge replacement would have extended over two years and would have required a temporary bridge in the median estimated to cost about $2.0 Million. Construction was started in March 2013, and the first slide-in was completed on Saturday Sept 21, 2013 between Saturday 5 PM and Sunday 1 PM. The second slide-in was completed on the weekend of October 19, 2013. Approach pavement work was performed during the closure period to raise the widened roadway to the same elevation as the raised section carrying two lanes.
机译:该项目涉及使用滑入式施工方法快速替换纽约州丁格尔里奇路上的现有I-84桥梁。现有的结构在丁格里奇路的每个方向上都有两条行车道,并且太狭窄了,无法在更换期间穿越交通。 I-84出行繁忙,AATD峰值高达100,000,卡车流量为16%。现有结构具有3跨钢梁上部结构,总长度为135’-0”。新结构采用了80'-0”单跨混凝土NEXT梁上部结构。该上部结构由相邻的NEXT梁组成,这些梁通过纵向超高性能混凝土(UHPC)封闭浇筑物相互复合,从而具有更高的耐久性。引路板由预制混凝土模块组成,这些混凝土模块也通过UHPC封闭浇筑而成。使用滑入式施工方法在两个周末晚上完成了桥梁的更换。每座桥梁的I-84巷道封闭时间仅限于20小时,以允许快速拆除现有桥梁并滑入新的上部结构。常规的桥梁更换将持续两年以上,并且需要一座临时桥梁,据估计中位成本约为200万美元。该工程于2013年3月开始,并且第一次滑入式安装于2013年9月21日(星期六)下午5点至星期日1pm之间完成。第二次滑入工作已于2013年10月19日周末完成。在封闭期间,进行了人行道铺装工作,以将拓宽的道路提升到与带有两个车道的凸起部分相同的高度。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号