Performance Predictions of Rutting for the National Center for Asphalt Technology Test Track
Performance-related specifications base pay rates on tests that measure and predict the performance of the mixture. This study evaluated several methods for predicting the rutting resistance of asphalt mixtures. The mixtures and field performance data came from the National Center for Asphalt Technology test track. The pavement sections evaluated were part of an experiment that focused on warm-mix asphalt, high-content reclaimed asphalt pavement (50%), and a combination of the two. One method involved using the dynamic moduli of the mixtures in confined and unconfined conditions. The ranking of the mixtures predicted from both conditions was good compared with the observed ranking from the track but was more reasonable with the confined data. These predictions were compared with common current tests such as the asphalt pavement analyzer and the Hamburg wheel tracker tests. From the ranking of rut depths, these tests did not appear able to distinguish subtler changes to material properties needed for a performance-related specification. Another method employed a viscoplastic shift model implemented within the layered viscoelastic continuum damage program to predict the rut depth. The predicted rut depths were biased 2.5 mm higher than those measured in the field when all three layers (175 mm) of asphalt were used to predict the rut depth, but the ranking matched the field quite well. The results from the top two layers (100 mm) of asphalt were less biased but were more variable than the three-layer results. The results suggest that all pavement layers should be evaluated for predicting rut depths, not just the top two layers.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9780309295444
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Authors:
- Lacroix, Andrew
- Kim, Y Richard
- Publication Date: 2014
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 41–50
- Monograph Title: Pavement Management 2014, Volume 3
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Serial:
- Transportation Research Record: Journal of the Transportation Research Board
- Issue Number: 2457
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Asphalt mixtures; Dynamic modulus of elasticity; Pavement layers; Pavement performance; Reclaimed asphalt pavements; Rutting; Test tracks; Warm mix paving mixtures
- Subject Areas: Highways; Materials; Pavements; I23: Properties of Road Surfaces; I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 01506446
- Record Type: Publication
- ISBN: 9780309295444
- Report/Paper Numbers: 14-0659
- Files: TRIS, TRB, ATRI
- Created Date: Feb 3 2014 12:23PM