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CONSTRUCTION OF THE MAIN TOWER PIER CAISSONS FOR THE GREENVIL BRIDGE IN MISSISSIPPI

机译:密西西比州Greenvil桥主要塔墩箱的建造

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To be involved in the construction of a deep dredged caisson for a major bridge pier is one of the most rewarding and professionally challenging experiences one can have in the bridge construction business. That experience was doubled in the construction of the two deep dredged caissons for the Highway 82 Bridge over the Mississippi River near Greenville, Mississippi. The challenges and the construction risks associated with constructing these two dredged caisson pier foundations highlight the construction engineering innovation associated with major bridge pier construction. The 1,378-foot Main Span of the Highway 82 Bridge makes it the longest cable stayed bridge span over the inland rivers of the United States. The main piers for this bridge are supported on two dredged caissons measuring 80-feet by 122-feet in plan, founding 200-feet and 170-feet below the river surface. The challenges of constructing these caisson structures, sinking them through 70-feet of water to the river bottom and then excavating and further sinking them to the founding grade without exceeding the design tolerances, were enormous. The construction engineering opportunities for innovation included major breakwater structures to create a friendly environment in 11 ft/sec currents, the first time use of Articulated Concrete Mattresses for river bottom scour control, unique air dome design to maximize the buoyancy of the caisson structure while floating, a caisson guide system to assure positive control and positioning of the caisson during the initial sinking phases, and a comprehensive sinking plan to assure maximum control and minimum risk. Many of the innovative solutions to the construction challenges on this bridge will be incorporated into future caisson construction projects on the lower Mississippi River.
机译:参与大型桥梁墩的深挖沉箱的建设是桥梁建设业务中最有意义和最具挑战性的经验之一。在密西西比州格林维尔附近的密西西比河上的82号公路大桥上建造两个深挖沉箱时,这种经验翻了一番。与建造这两个疏ca的沉箱墩基础有关的挑战和施工风险凸显了与大型桥墩建造有关的建筑工程创新。 82号公路大桥的1378英尺主跨距使其成为美国内河上最长的斜拉桥。该桥的主墩支撑在两个疏ca的沉箱中,该沉箱的平面图尺寸为80英尺乘122英尺,在河面以下发现200英尺和170英尺。建造这些沉箱结构,将它们沉入70英尺深的河水中并在不超过设计公差的情况下进行开挖并将其进一步沉入基础等级的挑战是巨大的。创新的建筑工程机会包括:主要的防波堤结构,以11英尺/秒的流速创造友好的环境;首次使用铰接式混凝土床垫控制河底冲刷;独特的气顶设计,最大限度地提高了沉箱结构在漂浮时的浮力,沉箱导向系统以确保沉箱在初始沉没阶段得到积极控制和定位,以及全面沉没计划以确保最大程度的控制和最小的风险。应对这座桥梁施工挑战的许多创新解决方案将被纳入密西西比河下游的沉箱建设项目中。

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