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Replacement of the Amelia Earhart Memorial Bridge US-59 Highway Over the Missouri River Atchison, Kansas

机译:更换Amelia Earhart Memorial Bridge US-59高速公路,在密苏里州河喀斯蒂森,堪萨斯州

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The Kansas Department of Transportation and Missouri Department of Transportation are currently working on the design phase of the replacement of the US-59 Bridge over the Missouri River. At this time there are two structural designs: one a Tied Arch and the other is an Overhead Truss. The design and construction of this structure presents several Geotechnical Dilemmas. The foundation material for the structures both new and existing is the Weston Shale Formation. The Weston is problematic shale that contains several Paleosols and deposits of kaolinitic clays. Thick discontinuous near shore sandstone deposits are also common with minor inclusions of limestone and coal seams. The Weston Shale does not become a better foundation material with depth! Even the most competent of layers (Qu values of 100 tsf) can be underlain by material the strength of weak clay. The Bridge Foundation Geotech investigation for this structure will consist of core-holes and power auger soundings of which a minimum of 10 will have to be conducted from a barge set up. A Geophysical Study of the proposed river piers will also be done. This study will entail: seismic reflection, sub-bottom profiling, side-scan sonar and a single beam echo-sounder. Also included in this investigation was the first ever 3 cell Osterburg Test. This test was done to mimic the bedrock conditions we will encounter with the proposed drilled shaft group foundation elements. There will still be several problems facing the geotech section of KDOT during the design, and construction phase of the project. The most problematic will be the design and construction of drilled shafts in an ancient glacial river environment.
机译:堪萨斯州运输部和密苏里州交通部目前正在研究替代密苏里河上的US-59桥的设计阶段。此时有两个结构设计:一个绑架拱门,另一个是一个架空桁架。该结构的设计和构造呈现了几个岩土工程困境。建筑物的基础材料既有新的和现有的是威斯顿页岩形成。韦斯顿是有问题的页岩,含有几种古溶胶和高岭土沉积物。岸边砂岩沉积物附近的厚不连续也是石灰石和煤层的次要夹杂物。 Weston Shale不会成为深度更好的基础材料!即使是层层最竞争力(QU值为100 TSF)也可以通过材料进行弱粘土的强度。这种结构的桥梁基础土地技术调查将由核心孔和电力螺旋探测器组成,其中至少10个将从驳船设置中进行。也将完成拟议的河豚的地球物理研究。本研究将留下:地震反射,次底分析,侧扫声纳和单梁回声发声器。还包括在本调查中是第一个3个细胞奥特堡测试。该试验是为了模拟基岩条件,我们将遇到所提出的钻孔组基础元件。在设计期间,KDOT的土工学段仍然会面临几个问题,并且项目的施工阶段。最有问题的是古老的冰河环境中钻井的设计和施工。

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