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Emergency Repair of CSAH 42 Landslide

机译:CSAH 42滑坡的紧急维修

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摘要

During high river levels in the Spring of 2003, a portion of a slope along the Mississippi riverbank abutting CSAH 42 in Wright County, Minnesota failed. The landslide area comprised approximately 260 lineal feet of roadway/riverbank, extended approximately 5 ft into the existing pavement and was approximately 50 ft above existing river levels. A geotechnical investigation, temporary arrest of the slope failure and emergency repair of the riverbank was requested by the Wright County Highway Department. The geotechnical investigation involved a soil boring program, a topographical survey, and a research of Mississippi River flood data. The cause of the failure was first investigated. A geosynthetic reinforced repair design combined sheet pile and benway weir flow diversion, riprap cover in the floodplain and a cellular confinement system over a 1H:1V reinforced slope. Special permits were acquired through the Minnesota Department of Natural Resources, US Army Corps of Engineers and Wright County. Within 2 months the project was evaluated, designed and plans/specifications prepared. Construction began in September, 2003. The road was closed, a detour implemented and the failure scarp removed. The construction progressed ahead of schedule and the reinforced slope was completed up through the placement of the bituminous base in early November, 2003. The final wear bituminous pavement was completed in Spring 2004. The work was paid for through a State Aid Emergency Disaster Fund.
机译:在2003年春季的高水位期间,密西西比河沿岸的部分斜坡与明尼苏达州赖特县的CSAH 42毗邻。滑坡区包括约260英尺的行车道/河岸,延伸到现有人行道约5英尺,比现有河流水位高约50英尺。赖特县公路局要求进行岩土工程调查,临时阻止斜坡破坏并紧急修复河岸。岩土工程调查涉及土壤钻孔程序,地形调查和密西西比河洪水数据研究。首先对故障原因进行了调查。土工合成材料的加固修复设计结合了板桩和Benway堰导流,洪泛区的抛石覆盖和1H:1V加固边坡上的蜂窝约束系统。特别许可是通过明尼苏达州自然资源部,美国陆军工程兵团和莱特县获得的。在2个月内对该项目进行了评估,设计和计划/规格制定。工程于2003年9月开始。道路被封闭,绕行了弯道,消除了故障陡坡。施工提前进行,2003年11月上旬通过铺设沥青基地完成了加固斜坡。最后的沥青路面已于2004年春季完工。这项工作是通过国家援助紧急灾难基金支付的。

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