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Title: Use of The Pavement Surface Condition Metric to Quantify Distresses from Digital Images
Accession Number: 01763473
Record Type: Component
Abstract: The development of new laser technologies in recent years has changed pavement data collection, opening the door to a fully automated approach. In this paper the application of the Pavement Surface Cracking Metric (PSCM), inspired by the Universal Cracking Indicator proposed by William Paterson in 1994, and developed by the ASTM E17 group is presented. The method uses quantitative definitions to ensure consistency of the results and eliminate the subjectivity associated with human rating of the pavement distresses. Multiple runs of pavement data have been collected on three asphalt sections to assess the repeatability and reproducibility of the method. The Pavement Surface Cracking Index is also introduced to convert the PSCM value, which is a physical property of the pavement, into a 100-0 score of the pavement section. Finally, the use of the PSCM to classify the pavement distress and the inclusion of potholes and patching in the metrics are discussed.
Supplemental Notes: This paper was sponsored by TRB committee AKP10 Standing Committee on Pavement Condition Evaluation.
Report/Paper Numbers: TRBAM-21-03866
Language: English
Corporate Authors: Transportation Research BoardAuthors: Balzarini, DaniloErskine, JamesNieminen, MichaelPagination: 16p
Publication Date: 2021
Conference:
Transportation Research Board 100th Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; Photos; References; Tables
TRT Terms: Subject Areas: Data and Information Technology; Highways; Pavements
Source Data: Transportation Research Board Annual Meeting 2021 Paper #TRBAM-21-03866
Files: TRIS, TRB, ATRI
Created Date: Dec 23 2020 11:01AM
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