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dc.contributor.authorAbby
dc.contributor.authorChin
dc.contributor.authorMichael J.
dc.contributor.authorOlsen
dc.date.accessioned2017-05-08T22:21:14Z
dc.date.available2017-05-08T22:21:14Z
dc.date.copyrightFebruary 2015
dc.date.issued2015
dc.identifier.other42914326.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/78485
dc.description.abstractMany transportation agencies in the United States are transitioning to using the International Roughness Index (IRI) in pavement smoothness evaluation as part of an incentive/disincentive program for contractors paving roads. This study evaluates the use of digital levels, inertial profilers, inclinometer-based profilers, and terrestrial laser scanning (TLS) in pavement profile capture and analyses. Traditionally, analyses evaluated elevation differences between profiles. However, evolving standards and procedures perform incremental slope-based analyses to calculate IRI and correlate between profiles, which correspond better to vehicle response. The results of this study show consistent elevation profiles between all of the devices, when operated properly. However, digital levels cannot be used efficiently to capture the road profile at high sampling (
dc.publisherAmerican Society of Civil Engineers
dc.titleEvaluation of Technologies for Road Profile Capture, Analysis, and Evaluation
dc.typeJournal Paper
dc.journal.volume141
dc.journal.issue1
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000134
dc.treeJournal of Surveying Engineering:;2015:;Volume ( 141 ):;issue: 001
dc.contenttypeFulltext


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