An Automated Filter Bank-Based Pavement Crack Detection System Incorporating Standard Compression Coders

Wavelets/filter banks have become a popular area of research, especially in pavement distress, because they can be used concurrently to separate the subbands of signal frequencies and analyze the data in time/spatial domains. Because of this, filter banks have been studied in automated pavement dist...

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Bibliographic Details
Published inInternational Journal of Pavement Research and Technology Vol. 5; no. 3; pp. 176 - 186
Main Authors Lettsome, Clyde A, Tsai, Yichang (James)
Format Journal Article
LanguageEnglish
Published Jhongli City 中華鋪面工程學會 01.05.2012
Springer Nature B.V
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Summary:Wavelets/filter banks have become a popular area of research, especially in pavement distress, because they can be used concurrently to separate the subbands of signal frequencies and analyze the data in time/spatial domains. Because of this, filter banks have been studied in automated pavement distress detection and distress segmentation systems research. However, incorporating standard compression coders like Set Partitioning in Hierarchical Tree (SPIHT) or Joint Photographic Experts Group 2000 (JPEG2000) into automated filter bank-based distress detection and segmentation systems has not been presented. An automated filter bank-based pavement crack detection system that can effectively incorporate Standard Compression Coders into a filter bank-based automated crack detection and segmentation system has been proposed in this paper. This is the first known attempt to incorporate standard coders into a system. The proposed system has been validated using real pavement images provided by the Georgia Department of Transportation (GDOT). Preliminary results show that the proposed system can provide usable segmentation results, even at a low bit rate. This allows researchers to reduce data storage requirements and, most importantly, increase the speed over the Embedded Zero-tree Wavelet (EZW) used in previous filter bank-based automated pavement distress systems. Future research is also discussed. [PUBLICATION ABSTRACT]
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ISSN:1997-1400
1996-6814
1997-1400
DOI:10.6135/ijprt.org.tw/2012.5(3).176