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Policy implications of standalone timing versus holistic timing of infrastructure interventions: Findings based on pavement surface roughness

机译:基于路面粗糙度的独立时序与整体时序的独立时序对策

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Transportation agencies routinely make repair decisions in numerous contexts which include the timing of different repair treatments over an extended period. The timing policy may be characterized either by a standalone manner that maximizes the outcome or utility of individual treatments at a given time, or by a holistic manner that maximizes the utility of all treatments together within a given horizon period. This study begins with a hypothesis that the effect of the sum of treatment prescriptions may be different from the sum of the effect of individual treatment prescriptions. The paper discusses separate practical applications where each of these two situations is pertinent. The study is based on the use of surface roughness as the indicator of pavement performance, and therefore, the framework includes the development of treatment-specific treatment performance jump and performance loss models in terms of roughness. The framework also includes identification of the optimal roughness thresholds for each pavement treatment as a standalone activity, followed by a determination of the thresholds for each treatment from a holistic standpoint. The latter involves the establishment of an optimal repair schedule over the pavement life cycle and recording the resulting roughness thresholds at which each treatment is recommended for application within the optimal schedule. Then the paper presents a case study to demonstrate application of the framework, and to compare the optimal-schedule thresholds versus the stand-alone thresholds. The case study involved fourteen treatment types, two surface material types (rigid and flexible) and three road functional classes. The results suggest that in this context of highway management, the optimal triggers associated with individual standalone repair treatments are not necessarily the same (and yield inferior outcomes) compared to the application thresholds of those treatments when they are considered within an optimized life-cycle schedule. The results can provide guidance to agencies as they examine or update their current roughness thresholds for each standard treatment and their long-term condition-based or time-based repair schedules. The paper's framework and results can also help agencies assess the consequences of deviations from a repair timing policy (delayed or hastened applications) due to lack of funds and other causes.
机译:运输机构经常在许多情况下进行修复决策,包括在较长时期内包括不同修复治疗的时间。定时策略可以通过独立的方式表征,其最大化在给定时间的单个处理的结果或效用,或者通过全面的方式,以使所有治疗的效用最大化在给定的地平线期内。本研究开始于假设,即治疗处方和效果的效果可能与个体治疗处方的效果的总和不同。本文讨论了单独的实际应用,其中每个情况中的每一个都是相关的。该研究基于表面粗糙度作为路面性能指标,因此,该框架包括在粗糙度方面开发治疗特异性治疗性能跳跃和性能损失模型。该框架还包括识别每个路面处理作为独立活动的最佳粗糙度阈值,然后确定从整体角度的每个处理的阈值。后者涉及在路面生命周期内建立最佳修复计划,并记录所得到的粗糙度阈值,在最佳时间表内建议用于应用的每个处理。然后本文提出了一种案例研究来演示框架的应用,并比较最佳调度阈值与独立阈值。案例研究涉及十四种治疗类型,两种表面材料类型(刚性和柔性)和三种道路功能等级。结果表明,在公路管理的这种背景下,与各个独立修复治疗相关的最佳触发器与这些治疗的施加阈值相比,与这些治疗的应用阈值相比,与这些治疗的应用阈值相比不一定相同(并且产生差不多结果) 。结果可以为代理商提供指导,因为它们检查或更新每个标准治疗的当前粗糙度阈值及其长期条件或基于时间的维修计划。本文的框架和结果还可以帮助各机构评估由于缺乏资金和其他原因而评估偏离修复时机政策(延迟或加速)的后果。

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