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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2021. Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results. Washington, DC: The National Academies Press. doi: 10.17226/26133.
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Page 125
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2021. Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results. Washington, DC: The National Academies Press. doi: 10.17226/26133.
×
Page 125
Page 126
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2021. Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results. Washington, DC: The National Academies Press. doi: 10.17226/26133.
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Page 126

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References 125   Glaser, R., T. F. Turner, J. L. Loveridge, S. L. Salmans, and J. P. Planche. 2013. Fundamental Properties of Asphalts and Modified Asphalts III. Federal Highway Administration (FHWA) Quarterly Technical Report, Contract No. DTFH61-07-D-00005, FHWA, Washington, DC. Glaser, R., T. F. Turner, J. L. Loveridge, S. L. Salmans, and J. P. Planche. 2015. Fundamental Properties of Asphalts and Modified Asphalt, Volume III. Aging Master Curve (FP 10) and Aging Rate Model (FP 11). Technical White Paper, Western Research Institute, Laramie, WY. Hajj, E. Y., P. E. Sebaaly, and R. Shrestha. 2007. A Laboratory Evaluation on the Use of Recycled Asphalt Pavements in HMA Mixtures. WASHOE Regional Transportation Commission, Reno, NV. Han, R. 2011. Improvements to a Transport Model of Asphalt Binder Oxidation in Pavements: Pavement Tempera- ture Modeling, Oxygen Diffusivity in Asphalt Binders and Mastics, and Pavement Air Void Characterization. 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Next: Appendix A - Investigation into the Effects of Asphalt Mixture Morphology on Pavement Aging »
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 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results
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The accurate characterization of the in situ aging of asphalt pavement materials over the service life of the pavement is of utmost importance to the implementation of mechanistic empirical (ME) pavement design and analysis methods.

The TRB National Cooperative Highway Research Program's NCHRP Research Report 973: Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction: Phase III Results refines the aging procedure developed in the original NCHRP Research Report 871: Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction. The updates field calibrate the original project aging model (PAM), develop procedures to estimate the PAM inputs, and develop a framework by which the predicted changes in asphalt binder properties that are due to oxidative aging can be related to corresponding changes in asphalt mixture performance.

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