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dc.contributor.authorTrevor Steiner
dc.contributor.authorKyle Hoegh
dc.contributor.authorEyoab Zegeye Teshale
dc.contributor.authorShongtao Dai
dc.date.accessioned2022-01-30T21:21:50Z
dc.date.available2022-01-30T21:21:50Z
dc.date.issued9/1/2020 12:00:00 AM
dc.identifier.otherJPEODX.0000210.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268066
dc.description.abstractTraditional measures of asphalt compaction rely primarily on random cores that only measure a small fraction of the pavement. Recently, the use of ground penetrating radar was indicated to be usable as a nondestructive means for the continuous assessment of asphalt compaction. A proposed Hoegh-Dai (HD) model has been successful in predicting air void content within typically achieved field compaction levels but has reduced accuracy at the extremes. This paper proposes an enhanced Minnesota DOT (MnDOT) model to address this issue. A method for assessing modeling quality is proposed to quantify the improvement of the MnDOT model. The procedure is based on the accuracy of fits when run through a Monte Carlo simulation. The developed procedure indicates that the MnDOT model has improved accuracy—with 0.74% air void variation at a dielectric of 4 compared with 3.83% for the HD fit. Additionally, the MnDOT model is more stable for replicate days of the same mix design and falls within the uncertainty of more of the field cores across several projects than the HD model.
dc.publisherASCE
dc.titleMethod for Assessment of Modeling Quality for Asphalt Dielectric Constant to Density Calibration
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue3
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.0000210
dc.page9
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
dc.contenttypeFulltext


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