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Aircraft Hardstand Ramp Expansion at DFW International Airport

机译:DFW国际机场的飞机硬质停机坪扩展

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As part of the airport improvement program at Dallas Fort Worth International Airport (DFW), a new airfield concrete ramp was designed and constructed to increase gate capacity to serve wide- and narrow-body aircraft. The ramp is approximately 1,450 feet long by 690 feet wide constructed on a partially developed area that included access and service roads, a partial taxiway entrance, and several staging areas. Aircraft movement simulations were conducted to establish the optimum aircraft parking layout and separation between taxiways, taxilanes, vehicle service roads, and hardstand parking positions. The field investigation for pavement design revealed existing soils consisted of lean clays near saturation with low amounts of sulfates. The soil investigation concluded lime stabilization was a feasible alternative for the construction of the cement treated base and the concrete pavement. During the initial construction stages, verification sulfate tests indicated adverse sulfates contents to those obtained during design. The findings jeopardized the lime stabilization approach and a potentially substantial change order would be required if a subgrade replacement approach was conducted. After additional tests conducted by the contractor's quality control and the airport's quality assurance laboratories, it was concluded that most of the existing soils were adequate for lime stabilization and that only a few localized areas had elevated amounts of sulfate. A modified lime stabilization approach was conducted to address any potential issues with lime stabilization of elevated sulfate contents in soils. Construction of the base and concrete pavement were successful, and no major issues were encountered. This project was carefully phased to allow construction of the ramp to be predominately outside of the airport operations area (AOA) and completely removed from movement areas by installing temporary AOA fencing. This allowed the contractor to finish in 18 months; four (4) months ahead of schedule. This paper will present the planning, design, and construction considerations conducted for the successful completion of this project.
机译:作为达拉斯沃思堡国际机场(DFW)机场改进计划的一部分,设计并建造了一个新的机场混凝土坡道,以增加为宽体和窄体飞机提供服务的登机口容量。该坡道长约1,450英尺,宽690英尺,建在部分开发的区域,包括出入和服务道路,部分滑行道入口以及几个临时区域。进行了飞机运动仿真,以建立最佳的飞机停车位布局,并在滑行道,滑行道,车辆服务道路和硬地停车位之间进行分隔。路面设计的现场调查显示,现有土壤由接近饱和的稀粘土和少量硫酸盐组成。土壤调查得出结论,石灰稳定剂是水泥处理基层和混凝土路面施工的可行替代方案。在最初的施工阶段,验证硫酸盐测试表明与设计过程中获得的硫酸盐含量相反。这些发现危害了石灰稳定方法,如果进行路基更换方法,则可能需要进行实质性变更。经过承包商的质量控制和机场质量保证实验室的进一步测试,得出的结论是,大多数现有土壤足以稳定石灰,并且只有少数局部地区的硫酸盐含量升高。进行了改良的石灰稳定化方法,以解决土壤中硫酸盐含量升高的石灰稳定化的任何潜在问题。基础和混凝土路面的施工成功,没有遇到重大问题。该项目经过仔细分阶段,以使坡道的建造主要位于机场运营区域(AOA)之外,并通过安装临时AOA围栏将其完全从活动区域移开。这使承包商可以在18个月内完成施工;提前四(4)个月。本文将介绍为成功完成该项目而进行的规划,设计和施工注意事项。

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