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Quality Assurance of Concrete Deck Reinforcement Cover Using Pachometer and Ground Penetrating Radar

机译:使用气旋仪和地面穿透雷达的混凝土甲板增强盖的质量保证

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The Virginia Transportation Research Council was engaged on two occasions by the Staunton District Bridge office of the Virginia Department of Transportation to assist with the evaluation of concrete cover depth in newly constructed reinforced concrete bridge decks. Initial observations with cover meter taken by VDOT inspection personnel suggested that significant areas of inadequate reinforcement cover existed on each of the decks after concrete placement. Research Council personnel conducted surveys using cover meter at select locations to establish the probability that inadequate cover existed. Linear scans of the decks using ground penetrating radar provided more comprehensive documentation of the extent and locations of shallow cover. The scans were conducted using a cart-based 1.6 GHz ground-coupled antenna. GPR results were correlated with cover meter readings, and in one case corroborated by drilling to the reinforcement for physical measurement. VDOT personnel were concerned that the inadequate cover would compromise the service life of the decks on these new structures, particularly with respect to potential for deicing salt-induced corrosion. Based on the findings of the survey, VDOT required the respective contractors to provide supplemental thin polymer concrete overlays to spans constructed with inadequate cover to preserve the intended design life of the decks. Two spans of each bridge were overlaid and the direct value of the overlays was approximately $25,000 to $30,000 each. The application of the overlays occurred prior to opening of the structures to traffic, thereby avoiding future costs of maintenance of traffic and user costs that would be imposed, should such overlays be implemented after acceptance and introduction of the structures into service. The potential savings of this technical assistance effort is not directly quantified. However, the direct value of the overlays far exceeded the estimated time invested by the researchers for the two structures, which was approximately 40 man-hours, worth approximately $2,300.
机译:弗吉尼亚州运输研究委员会两次由弗吉尼亚州斯坦顿区桥办公室进行两次,协助新建钢筋混凝土桥甲板上的混凝土覆盖深度的评价。 VDOT检验人员采用封面计的初始观察表明,在混凝土展示率之后,每种甲板都存在强化盖的重要领域。研究理事会人员在选择地点使用盖板进行调查,以确定存在不足的盖子不足的可能性。使用地面穿透雷达的甲板的线性扫描提供了更全面的浅层覆盖范围和位置的文档。使用基于推车的1.6 GHz接地天线进行扫描。 GPR结果与覆盖仪读数相关,并且在一种情况下通过钻到用于物理测量的增强来证实。 VDOT人员担心的是,不充分的掩护会损害这些新结构的甲板的使用寿命,特别是关于除冰诱导的腐蚀的潜力。根据调查的结果,需要VDOT各承包商提供补充薄聚合物混凝土涂层与覆盖不足构造成保持与甲板的预期设计寿命。每个桥的两个跨度都覆盖,覆盖层的直接价值约为25,000美元到30,000美元。在将结构打开到交通之前,覆盖在交通方面之前发生应用,从而应施加的未来维护业务和用户成本,应该在接受和将结构引入服务之后实现这种叠加。不直接量化此技术援助努力的潜在节约。然而,覆盖层的直接价值远远超过了研究人员对两种结构投资的估计时间,这是大约40个人 - 小时,价值约为2,300美元。

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