{"title":"路面裂缝三维自动测量系统的评价","authors":"P. Serigos, J. Prozzi, A. Smit, Mike Murphy","doi":"10.1061/(ASCE)TE.1943-5436.0000841","DOIUrl":null,"url":null,"abstract":"AbstractPavement management systems rely on accurate distress measurements to support transportation agency officials in making decisions on budget planning and allocation as well as on the design of maintenance and rehabilitation strategies. Errors in distress data measurements lead to inappropriate project prioritization and increased maintenance and rehabilitation costs. This paper presents an independent evaluation of the accuracy and precision of high-speed field measurements of pavement cracking taken by three different automatic three-dimensional (3D) systems that represent the state of the practice. Cracking data were collected from a field experiment designed to represent typical conditions encountered in Texas highway network and comprised twenty 550-ft pavement sections. Three vendors participated in the experiment; two of them used the same hardware (i.e., INO LCMS sensors) but different proprietary algorithms to detect and quantify surface distresses. The third vendor used PaveVision sensors....","PeriodicalId":305908,"journal":{"name":"Journal of Transportation Engineering-asce","volume":"55 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2016-02-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"11","resultStr":"{\"title\":\"Evaluation of 3D Automated Systems for the Measurement of Pavement Surface Cracking\",\"authors\":\"P. Serigos, J. Prozzi, A. Smit, Mike Murphy\",\"doi\":\"10.1061/(ASCE)TE.1943-5436.0000841\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstractPavement management systems rely on accurate distress measurements to support transportation agency officials in making decisions on budget planning and allocation as well as on the design of maintenance and rehabilitation strategies. Errors in distress data measurements lead to inappropriate project prioritization and increased maintenance and rehabilitation costs. This paper presents an independent evaluation of the accuracy and precision of high-speed field measurements of pavement cracking taken by three different automatic three-dimensional (3D) systems that represent the state of the practice. Cracking data were collected from a field experiment designed to represent typical conditions encountered in Texas highway network and comprised twenty 550-ft pavement sections. Three vendors participated in the experiment; two of them used the same hardware (i.e., INO LCMS sensors) but different proprietary algorithms to detect and quantify surface distresses. The third vendor used PaveVision sensors....\",\"PeriodicalId\":305908,\"journal\":{\"name\":\"Journal of Transportation Engineering-asce\",\"volume\":\"55 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2016-02-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"11\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Transportation Engineering-asce\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/(ASCE)TE.1943-5436.0000841\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Transportation Engineering-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(ASCE)TE.1943-5436.0000841","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Evaluation of 3D Automated Systems for the Measurement of Pavement Surface Cracking
AbstractPavement management systems rely on accurate distress measurements to support transportation agency officials in making decisions on budget planning and allocation as well as on the design of maintenance and rehabilitation strategies. Errors in distress data measurements lead to inappropriate project prioritization and increased maintenance and rehabilitation costs. This paper presents an independent evaluation of the accuracy and precision of high-speed field measurements of pavement cracking taken by three different automatic three-dimensional (3D) systems that represent the state of the practice. Cracking data were collected from a field experiment designed to represent typical conditions encountered in Texas highway network and comprised twenty 550-ft pavement sections. Three vendors participated in the experiment; two of them used the same hardware (i.e., INO LCMS sensors) but different proprietary algorithms to detect and quantify surface distresses. The third vendor used PaveVision sensors....