A two-step sequential automated crack detection and severity classification process for asphalt pavements

Crack detection, identification and classification are essential steps in pavement management system. It helps the agency in determining the appropriate rehabilitation technique to be done on the pavement. Typically, crack detection is done by manually checking images captured from road survey howev...

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Bibliographic Details
Published inThe international journal of pavement engineering Vol. 23; no. 6; pp. 2019 - 2033
Main Authors Tran, Thai Son, Tran, Van Phuc, Lee, Hyun Jong, Flores, Julius Marvin, Le, Van Phuc
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis 12.05.2022
Taylor & Francis LLC
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Summary:Crack detection, identification and classification are essential steps in pavement management system. It helps the agency in determining the appropriate rehabilitation technique to be done on the pavement. Typically, crack detection is done by manually checking images captured from road survey however it is uneconomical and time-consuming. In this study, a two-step sequential automated process detecting cracks and classifying severity of asphalt pavements is proposed. Mask RCNN was used in detecting and identifying linear and fatigue cracks (with severity) while image processing was used in determining the severity of linear crack. The Mask RCNN model used 21,150 images for training, composed of longitudinal, transverse and fatigue cracks of different severity levels. In addition, 5,657 and 5,756 images were utilised for validation and testing, respectively. The results showed that the Mask RCNN model can be used in detecting and identifying pavement cracks with an average accuracy of 92.10% while image processing was found to have a correlation coefficient of 0.85 when compared with field measured crack width and an accuracy of 87.5% in classifying linear cracks severity. The proposed method was found to be a promising approach in detecting cracks and classifying the corresponding severity of asphalt pavements.
ISSN:1029-8436
1477-268X
DOI:10.1080/10298436.2020.1836561