Investigation of the Data Variability of Network-Level Pavement Condition Data

Raja Shekharan, A. Baranikumar, K. Asam, Zhaohua Wang, Douglas Frith
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Abstract

For pavement management purposes it is essential to have quality data for a pavement network. Here the data collected at the network level are investigated for quality using additional statistical approaches. As a part of the quality assurance, randomly sampled pavement sections are evaluated using an independent verification and validation process, and are compared with the network-level data collected by the data collection vendor on the same pavement sections. If the established criteria are met, with composite condition indices, the vendor data are considered acceptable. These criteria are developed based on engineering judgment and experience. The accepted data are further investigated to determine whether any statistical differences exist in individual distress type, severity, or extent. Investigation reveals no statistical differences based on composite condition indices, distress type, or extent. There is no misclassification of any distress type with any other distress type. However, a few distress types have statistical differences in severity levels. Steps are identified to minimize these differences.
网络级路面状况数据变异性调查
对于路面管理而言,获得高质量的路面网络数据至关重要。在此,我们使用其他统计方法对路网层面收集的数据进行质量调查。作为质量保证的一部分,采用独立的验证和确认程序对随机抽样的路面断面进行评估,并与数据收集供应商在相同路面断面上收集的网络级数据进行比较。如果符合既定标准和综合状况指数,则认为供应商的数据是可接受的。这些标准是根据工程判断和经验制定的。对接受的数据进行进一步调查,以确定在单个损坏类型、严重程度或范围方面是否存在任何统计差异。调查显示,在综合状况指数、故障类型或范围方面不存在统计差异。任何苦恼类型与任何其他苦恼类型之间都不存在错误分类。然而,少数几种困扰类型在严重程度上存在统计差异。已确定了尽量缩小这些差异的步骤。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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