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dc.contributor.authorRada Gonzalo R.;Nazarian Soheil;Siddharthan Raj V.;Thyagarajan Senthilmurugan;Visintine Beth A.;Nasimifar Mahdi;Velarde Jorge
dc.date.accessioned2019-02-26T07:49:15Z
dc.date.available2019-02-26T07:49:15Z
dc.date.issued2018
dc.identifier.other%28ASCE%29IS.1943-555X.0000454.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249622
dc.description.abstractThis paper addresses the use of traffic-speed deflection devices for the structural evaluation of pavements at the network level as part of an effort funded by the Federal Highway Administration. Highlights from three major efforts—gathering of information to identify viable devices, field trials at or near the MnROAD facility to evaluate viable devices, and data analyses to identify and select the best deflection indices—are presented. In addition, suggestions for the implementation of the results within network-level pavement management system applications are provided and technology improvements recommended.
dc.publisherAmerican Society of Civil Engineers
dc.titleNetwork-Level Pavement Structural Evaluation
dc.typeJournal Paper
dc.journal.volume24
dc.journal.issue4
dc.journal.titleJournal of Infrastructure Systems
dc.identifier.doi10.1061/(ASCE)IS.1943-555X.0000454
dc.page4018033
dc.treeJournal of Infrastructure Systems:;2018:;Volume ( 024 ):;issue: 004
dc.contenttypeFulltext


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