Dynamic Programming and Connected Component Analysis for an Enhanced Pavement Distress Segmentation Algorithm
Automatic pavement distress segmentation is essential for automatic classification and evaluation of pavement conditions during maintenance. Improving the speed and accuracy of the many algorithms for image-based pavement crack segmentation remains a challenge. Although a dynamic programming–based (...
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| Published in | Transportation research record Vol. 2225; no. 1; pp. 89 - 98 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Los Angeles, CA
SAGE Publications
01.01.2011
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0361-1981 2169-4052 |
| DOI | 10.3141/2225-10 |
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| Abstract | Automatic pavement distress segmentation is essential for automatic classification and evaluation of pavement conditions during maintenance. Improving the speed and accuracy of the many algorithms for image-based pavement crack segmentation remains a challenge. Although a dynamic programming–based (DP-based) algorithm is more accurate than other crack segmentation methods, its practical use is limited by the required long computation time. A fast algorithm for pavement crack segmentation needs to be developed with the use of DP and multiscale characterization of fundamental crack elements on connected components in grid cells. The proposed algorithm integrated the accuracy of DP and the high speed of grid cell and connected component analyses. Region-based nonuniform background illumination was removed, and the pre-processed image was divided into grid cells. Multiscale characterization of fundamental crack elements was conducted to differentiate the significant crack elements from the noncrack components on the basis of the connected component in the cells on multiple scales. The crack regions of interest were then accurately estimated through the most significant crack elements and fed into the DP-based crack segmentation with the probabilistic scoring function. The proposed algorithm was tested on a diverse set of pavement images, provided by the Georgia Department of Transportation, taken from I-75/85 under varying lighting conditions near Atlanta. A buffered Hausdorff measure was used to quantitatively evaluate the accuracy of the proposed crack segmentation algorithm. Experimental results showed that the proposed algorithm ran three times faster than the original DP-based method while providing the same accuracy. The proposed algorithm is promising for the practical generation of pavement crack maps. |
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| AbstractList | Automatic pavement distress segmentation is essential for automatic classification and evaluation of pavement conditions during maintenance. Improving the speed and accuracy of the many algorithms for image-based pavement crack segmentation remains a challenge. Although a dynamic programming–based (DP-based) algorithm is more accurate than other crack segmentation methods, its practical use is limited by the required long computation time. A fast algorithm for pavement crack segmentation needs to be developed with the use of DP and multiscale characterization of fundamental crack elements on connected components in grid cells. The proposed algorithm integrated the accuracy of DP and the high speed of grid cell and connected component analyses. Region-based nonuniform background illumination was removed, and the pre-processed image was divided into grid cells. Multiscale characterization of fundamental crack elements was conducted to differentiate the significant crack elements from the noncrack components on the basis of the connected component in the cells on multiple scales. The crack regions of interest were then accurately estimated through the most significant crack elements and fed into the DP-based crack segmentation with the probabilistic scoring function. The proposed algorithm was tested on a diverse set of pavement images, provided by the Georgia Department of Transportation, taken from I-75/85 under varying lighting conditions near Atlanta. A buffered Hausdorff measure was used to quantitatively evaluate the accuracy of the proposed crack segmentation algorithm. Experimental results showed that the proposed algorithm ran three times faster than the original DP-based method while providing the same accuracy. The proposed algorithm is promising for the practical generation of pavement crack maps. Automatic pavement distress segmentation is essential for automatic classification and evaluation of pavement conditions during maintenance. Improving the speed and accuracy of the many algorithms for image-based pavement crack segmentation remains a challenge. Although a dynamic programming-based (DP-based) algorithm is more accurate than other crack segmentation methods, its practical use is limited by the required long computation time. A fast algorithm for pavement crack segmentation needs to be developed with the use of DP and multiscale characterization of fundamental crack elements on connected components in grid cells. The proposed algorithm integrated the accuracy of DP and the high speed of grid cell and connected component analyses. Region-based nonuniform background illumination was removed, and the pre-processed image was divided into grid cells. Multiscale characterization of fundamental crack elements was conducted to differentiate the significant crack elements from the noncrack components on the basis of the connected component in the cells on multiple scales. The crack regions of interest were then accurately estimated through the most significant crack elements and fed into the DP-based crack segmentation with the probabilistic scoring function. The proposed algorithm was tested on a diverse set of pavement images, provided by the Georgia Department of Transportation, taken from 1-75/85 under varying lighting conditions near Atlanta. A buffered Hausdorff measure was used to quantitatively evaluate the accuracy of the proposed crack segmentation algorithm. Experimental results showed that the proposed algorithm ran three times faster than the original DP-based method while providing the same accuracy. The proposed algorithm is promising for the practical generation of pavement crack maps. |
| Author | Huang, Yuchun Tsai, Yichang (James) |
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| Cites_doi | 10.1016/j.optlaseng.2009.05.014 10.1061/(ASCE)1076-0342(2010)16:2(129) 10.1117/1.2172917 10.1016/j.engstruct.2009.04.007 10.1061/(ASCE)0887-3801(1999)13:4(270) 10.3141/2153-12 10.1117/1.2177650 10.1109/IJCNN.2006.246782 10.3141/1764-13 10.1061/(ASCE)TE.1943-5436.0000051 |
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| References | Zhang, Qu, He, Shi 2009; 47 Cheng, Chen, Glazier, Hu 1999; 13 Huang, Xu 2006; 15 Rosales, Filipich, Buezas 2009; 31 Laefer, Gannon, Deely 2010; 16 Li, Hu 2010; 23 Tsai, Kaul, Mersereau 2010; 136 Zhou, Huang, Chiang 2006; 45 bibr1-2225-10 Alekseychuk O. (bibr5-2225-10) 2006 bibr8-2225-10 bibr10-2225-10 bibr2-2225-10 Li Q. (bibr9-2225-10) 2010; 23 bibr7-2225-10 bibr11-2225-10 bibr13-2225-10 bibr6-2225-10 bibr12-2225-10 bibr3-2225-10 bibr4-2225-10 |
| References_xml | – volume: 45 start-page: 027007 issue: 2 year: 2006 end-page: 027010 article-title: Wavelet-Based Pavement Distress Detection and Evaluation publication-title: Optical Engineering – volume: 16 start-page: 129 issue: 2 year: 2010 end-page: 137 article-title: Reliability of Crack Detection Methods for Baseline Condition Assessments publication-title: Journal of Infrastructure Systems – volume: 15 issue: 1 year: 2006 article-title: Automatic Inspection of Pavement Cracking Distress publication-title: Journal of Electronic Imaging – volume: 23 start-page: 5 issue: 2 year: 2010 end-page: 17 article-title: A Pavement Crack Image Analysis Approach Based on Automatic Image Dodging publication-title: Journal of Highway and Transportation Research and Development – volume: 31 start-page: 2257 issue: 10 year: 2009 end-page: 2264 article-title: Crack Detection in Beam-Like Structures publication-title: Engineering Structures – volume: 13 start-page: 270 issue: 2 year: 1999 end-page: 280 article-title: Novel Approach to Pavement Crack Detection Based on Fuzzy Set Theory publication-title: Journal of Computing in Civil Engineering – volume: 136 start-page: 11 issue: 1 year: 2010 end-page: 19 article-title: A Critical Assessment of Pavement Distress Segmentation Methods Performance Evaluation of Pavement Distress Segmentation Methods publication-title: ASCE Journal of Transportation Engineering – volume: 47 start-page: 1216 issue: 11 year: 2009 end-page: 1225 article-title: Automatic Ridgelet Image Enhancement Algorithm for Road Crack Image Based on Fuzzy Entropy and Fuzzy Divergence publication-title: Optics and Lasers in Engineering – ident: bibr11-2225-10 doi: 10.1016/j.optlaseng.2009.05.014 – ident: bibr10-2225-10 doi: 10.1061/(ASCE)1076-0342(2010)16:2(129) – ident: bibr3-2225-10 doi: 10.1117/1.2172917 – volume: 23 start-page: 5 issue: 2 year: 2010 ident: bibr9-2225-10 publication-title: Journal of Highway and Transportation Research and Development – ident: bibr12-2225-10 doi: 10.1016/j.engstruct.2009.04.007 – ident: bibr2-2225-10 doi: 10.1061/(ASCE)0887-3801(1999)13:4(270) – ident: bibr13-2225-10 doi: 10.3141/2153-12 – ident: bibr1-2225-10 – volume-title: Detection of Crack-Like Indications in Digital Radiography by Global Optimisation of a Probabilistic Estimation Function. year: 2006 ident: bibr5-2225-10 – ident: bibr4-2225-10 doi: 10.1117/1.2177650 – ident: bibr8-2225-10 doi: 10.1109/IJCNN.2006.246782 – ident: bibr7-2225-10 doi: 10.3141/1764-13 – ident: bibr6-2225-10 doi: 10.1061/(ASCE)TE.1943-5436.0000051 |
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| SubjectTerms | Accuracy Algorithms Cracks Illumination Pavements Segmentation Transportation |
| Title | Dynamic Programming and Connected Component Analysis for an Enhanced Pavement Distress Segmentation Algorithm |
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