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dc.contributor.authorMaged Mohamed; Andrew Skinner; Ahmed Abdel-Rahim; Emad Kassem; Kevin Chang
dc.date.accessioned2019-03-10T11:53:29Z
dc.date.available2019-03-10T11:53:29Z
dc.date.issued2019
dc.identifier.otherJPEODX.0000101.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254455
dc.description.abstractDrivers rely on pavement markings to maintain a safe road path, especially during nighttime and challenging weather conditions. The objective of this study was to model the deterioration of waterborne edge-line pavement markings in the field and to develop an accelerated laboratory-based procedure to evaluate pavement-marking performance. For this study, field retroreflectivity data for the waterborne edge-line pavement markings from 38 sites were collected and analyzed over 12 months in the state of Idaho across six districts under different environmental conditions. The results yielded a logarithmic relationship between retroreflectivity and age, and pavement markings in districts subjected to higher ground snow loads deteriorated faster than those with lower ground snow loads. In the laboratory, a three-wheel polisher device was used to evaluate the performance of waterborne pavement markings; the retroreflectivity, color change, and durability were evaluated at different wearing cycles. This study will benefit transportation agencies, particularly those sited in cold-weather regions, by enabling them to predict the deterioration of waterborne pavement markings and assist in the scheduling of marking maintenance projects.
dc.publisherAmerican Society of Civil Engineers
dc.titleDeterioration Characteristics of Waterborne Pavement Markings Subjected to Different Operating Conditions
dc.typeJournal Paper
dc.journal.volume145
dc.journal.issue2
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.0000101
dc.page04019003
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2019:;Volume ( 145 ):;issue: 002
dc.contenttypeFulltext


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