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dc.contributor.authorPraprut Songchitruksa
dc.contributor.authorGerald L. Ullman
dc.contributor.authorAdam M. Pike
dc.date.accessioned2017-05-08T21:53:39Z
dc.date.available2017-05-08T21:53:39Z
dc.date.copyrightJune 2011
dc.date.issued2011
dc.identifier.other%28asce%29is%2E1943-555x%2E0000075.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/65629
dc.description.abstractPavement markings provide important information to motorists, especially in a work zone environment where alignments are often changed from what is typical. Unlike normal roadway applications, work zone pavement markings are often placed on the roadway for a limited period of time, such as during an interim phase of construction. The performance and total cost for each material may vary greatly depending on a number of factors, such as traffic volume, surface type, and project duration. The objective of this study is to develop a systematic approach to provide practitioners with objective guidance for selecting cost-effective pavement marking materials for work zones that meet specific performance requirements. A Monte Carlo simulation and sensitivity analyses were conducted to establish a cost-based decision support guidance given a set of factors influencing the performance of marking materials. Four types of materials considered in this study were paint, thermoplastics, temporary tapes, and traffic buttons. The analysis results indicated that traffic buttons perform slightly better at shorter phase durations and moderate traffic levels on the concrete surface. The use of thermoplastics was recommended as the lowest-cost alternative only on the asphalt surface with moderate project durations and traffic levels. Paint markings are recommended for short-duration projects regardless of traffic conditions or pavement surfaces.
dc.publisherAmerican Society of Civil Engineers
dc.titleGuidance for Cost-Effective Selection of Pavement Marking Materials for Work Zones
dc.typeJournal Paper
dc.journal.volume17
dc.journal.issue2
dc.journal.titleJournal of Infrastructure Systems
dc.identifier.doi10.1061/(ASCE)IS.1943-555X.0000043
dc.treeJournal of Infrastructure Systems:;2011:;Volume ( 017 ):;issue: 002
dc.contenttypeFulltext


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