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Suggested Citation:"References ." National Academies of Sciences, Engineering, and Medicine. 2017. Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/24959.
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Suggested Citation:"References ." National Academies of Sciences, Engineering, and Medicine. 2017. Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction. Washington, DC: The National Academies Press. doi: 10.17226/24959.
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112 Airey, G. D. (2003). State of the Art Report on Ageing Test Methods for Bituminous Pavement Materials. The International Journal of Pavement Engineering, 4(3), 165–176. https://doi.org/10.1080/102984304 2000198568. American Association of State Highway and Transportation Officials (AASHTO). (2002). Standard Practice for Mixture Conditioning of Hot Mix Asphalt, AASHTO R 30, Washington, D.C. American Association of State Highway and Transportation Officials (AASHTO). (2008). Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test), AASHTO T 240, Washington, D.C. American Association of State Highway and Transportation Officials (AASHTO). (2011). Standard Method of Test for Determining Dynamic Modulus of Hot Mix Asphalt (HMA), AASHTO 342, Washington, D.C. American Association of State Highway and Transportation Officials (AASHTO). (2012). Standard Practice for Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV), AASHTO R 28, Washington, D.C. American Association of State Highway and Transportation Officials (AASHTO). (2014). Determining the Damage Characteristic Curve of Asphalt Concrete from Direct Tension Cyclic Fatigue Tests, AASHTO TP 107, Washington, D.C. Anderson, D. A., D. W. Christensen, H. U. Bahia, R. Dongre, M. G. Sharma, C. F. Antle, and J. Button. (1994). Binder Characterization and Evaluation Volume 3: Physical Characterization, Strategic Highway Research Program, SHRP A-369, National Research Council, Washington, D.C. Bari, J., and M. W. Witczak. (2006). Development of a New Revised Version of the Witczak E* Predictive Model for Hot Mix Asphalt. Electronic Journal of the Association of Asphalt Paving Technologists, 75, 381–423. Bell, C. A. (1989). SHRP-A-305: Summary Report on Aging of Asphalt Aggregate Systems. National Research Council, Washington, D.C. Bell, C. A., and D. Sosnovske. (1994). SHRP-A-384: Aging: Binder Validation, Strategic Highway Research Program. National Research Council, Washington, D.C. Bell, C. A., Y. AbWahab, R. E. Cristi, and D. Sognovske. (1994). SHRP-A-384: Selection of Laboratory Aging, Strategic Highway Research Program,. National Research Council, Washington, D.C. Binard, C., D. Anderson, L. Lapalu, and J. P. Planche. (2004). Zero Shear Viscosity of Modified and Unmodified Binders Proceedings of the 3rd Eurasphalt & Eurobitume congress, Vienna, Vol. 2 Biro, S., T. Gandhi, and S. Amirkhanian. (2009). Determination of Zero Shear Viscosity of Warm Asphalt Binders. Construction & Building Materials, 23(5), 2080–2086. https://doi.org/10.1016/j.conbuildmat. 2008.08.015. Blankenship, P. (April 2005). Evaluation of Laboratory Performance Tests for Fatigue Cracking of Asphalt Pave- ments. Presentation, Federal Highway Administration (FHWA) Asphalt Mixture Expert Task Group (ETG) Meeting, Fall River, MA. Braham, A. F., W. G. Buttlar, T. R. Clyne, M. O. Marasteanu, and M. I. Turos. (2009). The Effect of Long-term Laboratory Aging on Asphalt Concrete Fracture Energy. Journal of the Association of Asphalt Paving Tech- nologies, Vol. 78. Branthaver, J. F., J. C. Petersen, R. E. Robertson, J. J. Duvall, S. S. Kim, P. M. Harnsberger, T. Mill, E. K. Ensley, F. A. Barbour, and J. F. Scharbron. (1993). SHRP-A-368: Binder Characterization and Evaluation–Vol. 2: Chemistry. National Research Council, Washington, D.C. Brown, S. F. and T. V. Scholz. (2000). Development of Laboratory Protocols for the Ageing of Asphalt Mixtures. 2nd Eurasphalt and Eurobitume Congress, Barcelona, Spain. Christensen, D. W., Jr., T. K. Pellinen, and R. F. Bonaquist. (2003). Hirsch Model for Estimating the Modulus of Asphalt Concrete. Electronic Journal of the Association of Asphalt Paving Technologists, 72, 97–121. References

References 113 Corbett, L. W., and R. E. Merz. (1975). Asphalt Binder Hardening in the Michigan Test Road after 18 Years of Service. Transportation Research Record, No. 544, 27–34. Davison, R. R., J. A. Bullin, C. J. Glover, J. M. Chaffin, G. D. Peterson, K. M. Lunsford, M. S. Lin, M. Liu, and M. A. Ferry. (1994). Verification of an Asphalt Aging Test and Development of Superior Recycling Agent and Asphalts, FINAL REPORT, No. FHWA/TX-94/1314-1F, Washington, D.C. Domke, C. H., R. R. Davison, and C. J. Glover. (2000). Effect of Oxygen Pressure on Asphalt Oxidation Kinetics. Industrial & Engineering Chemistry Research, 39(3), 592–598. https://doi.org/10.1021/ie9906215. Dukatz, E. (2015). STH 77 Project Objectives. Presentation, Federal Highway Administration (FHWA) Asphalt Mixture Expert Task Group (ETG) Meeting, April 2015, Fall River, MA. Elwardany, M. D., F. Yousefi Rad, C. Castorena, and Y. R. Kim. (2017b). 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London: CRC Press, Taylor & Francis Group. https://doi.org/10.1201/b17219-17. Farrar, M. J., T. F. Turner, J. P. Planche, J. F. Schabron, and P. M. Harnsberger. (2013). Evolution of the Cross- over Modulus with Oxidative Aging: Method to Estimate Change in Viscoelastic Properties of Asphalt Binder with Time and Depth on the Road. Transportation Research Record: Journal of the Transportation Research Board, No. 2370, 76–83. http://dx.doi.org/10.3141/2370-10. Gatchalian, D., E. Masad, A. Chowdhury, and D. Little. (2006). Characterization of Aggregate Resistance to Deg- radation in Stone Matrix Asphalt Mixtures. Transportation Research Record: Journal of the Transportation Research Board, No. 1962, 55–63. https://doi.org/10.3141/1962-07. Glaser, R., J. Schabron, T. Turner, J. P. Planche, S. Salmans, and J. Loveridge. (2013a). Low-Temperature Oxi- dation Kinetics of Asphalt Binders. Transportation Research Record: Journal of the Transportation Research Road, No. 2370, 63–68. https://doi.org/10.3141/2370-08. Glaser, R., T. F. Turner, J. L. Loveridge, S. L. Salmans, and J. P. Planche. (2013b). Fundamental Properties of Asphalts and Modified Asphalts III, Quarterly Technical Report, Federal Highway Administration (FHWA), Contract No. DTFH61-07-D-00005. Glaser, R., T. F. Turner, J. L. Loveridge, S. L. Salmans, and J. P. Planche. (2015). Aging Master Curve (FP 10) and Aging Rate Model (FP 11), Fundamental Properties of Asphalts and Modified Asphalt, Volume III, Technical White Paper, Western Research Institute, Laramie, WY. Glover, C. J., A. E. Martin, A. Chowdhury, R. Han, N. Prapaitrakul, X. Jin, and J. Lawrence. (2008). Evaluation of Binder Aging and its Influence in Aging of Hot Mix Asphalt Concrete: Literature Review and Experimental Design, Report 0-6009-1. Texas Transportation Institute, College Station, TX. Glover, C. J., R. R. Davison, C. H. Domke, Y. Ruan, P. Juristyarini, D. B. Knorr, and S. H. Jung. (2005). Development of a New Method for Assessing Asphalt Binder Durability with Field Validation, Federal Highway Administra- tion (FHWA) Report, No. FHWA/TX-05/1872-2. Glover, C. J., R. Han, X. Jin, N. Prapaitrakul, Y. Cui, A. Rose, and A. E. Martin. (2014). Evaluation of Binder Aging and Its Influence in Aging of Hot Mix Asphalt Concrete, Publication FHWA/TX-14/0-6009-2. Federal Highway Administration (FHWA). U.S. Department of Transportation. 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, Doctoral dissertation, College Station, TX: Texas A&M University. Herrington, P. R., J. E. Patrick, and G. F. Ball. (1994). Oxidation of Roading Asphalts. Industrial & Engineering Chemistry Research, 33(11), 2801–2809. https://doi.org/10.1021/ie00035a033. Hou, T., B. S. Underwood, and Y. R. Kim. (2010). Fatigue Performance Prediction of North Carolina Mix- tures Using the Simplified Viscoelastic Continuum Damage Model. Electronic Journal of the Association of Asphalt Paving Technologists, 79, 35–80. Houston, W. N., M. W. Mirza, C. E. Zapata, and S. Raghavendra. (2005). NCHRP Web-Only Document 113: Environmental Effects in Pavement Mix and Structural Design Systems. Transportation Research Board of the National Academies of Sciences, Engineering, and Medicine, Washington, D.C. Huang, S. C., J. C. Petersen, R. Robertson, and J. Branthaver. (2002). Effect of Hydrated Lime on Long-Term Oxidative Aging Characteristics of Asphalt. Transportation Research Record: Journal of the Transportation Research Board, No. 1810, 17–24. https://doi.org/10.3141/1810-03.

114 Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction Hubbard, P., and C. S. Reeve. (1913). The Effect of Exposure on Bitumens. Journal of Industrial and Engineering Chemistry, 5(1), 15–18. https://doi.org/10.1021/ie50049a009. Jemison, H. B., B. L. Burr, R. R. Davison, J. A. Bullin, and C. J. Glover. (1992). Application and Use of the ATR, FT-IR Method to Asphalt Aging Studies. Petroleum Science and Technology Journal, 10(4), 795–808. Jin, X., R. Han, Y. Cui, and C. J. Glover. (2011). Fast-Rate–Constant-Rate Oxidation Kinetics Model for Asphalt Binders. Industrial & Engineering Chemistry Research, 50(23), 13373–13379. https://doi.org/10.1021/ ie201275q. Jones, G. M. (1997). The Effect of Hydrated Lime on Asphalt in Bituminous Pavements. NLA Meeting, Utah DOT, UT. Kim, Y.R., M.N. Guddati, Y.T. Choi, D. Kim, A. Norouzi, Y. Wang, B. Keshavarzi, M. Ashouri, A. Ghanbari, A.D. Wargo, and B.S. Underwood. (2018). 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RILEM. https://doi.org/10.1007/ 978-94-007-5104-0. Petersen, J. C. (1998). A Dual, Sequential Mechanism for the Oxidation of Petroleum Asphalts. Petroleum Science and Technology, 16(9-10), 1023–1059. https://doi.org/10.1080/10916469808949823. Petersen, J. C. (2009). Transportation Research Circular E-C140: A Review of the Fundamentals of Asphalt Oxida- tion: Chemical, Physicochemical, Physical Property, and Durability Relationships. Transportation Research Board, Washington, D.C. Petersen, J. C., and R. Glaser. (2011). Asphalt Oxidation Mechanisms and the Role of Oxidation Products on Age Hardening Revisited. Road Materials and Pavement Design, 12(4), 795–819. https://doi.org/10.1080/ 14680629.2011.9713895. Petersen, J. C., and P. M. Harnsberger. (1998). Asphalt Aging: Dual Oxidation Mechanism and Its Inter- relationships with Asphalt Composition and Oxidative Age Hardening. Transportation Research Record, No. 1638, 47–55. https://doi.org/10.3141/1638-06. Petersen, J. C., P. M. 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TRB's National Cooperative Highway Research Program (NCHRP) Research Report 871: Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction presents a proposed standard method for long-term laboratory aging of asphalt mixtures for performance testing. The method is intended for consideration as a replacement for the method in AASHTO R 30, “Mixture Conditioning of Hot Mix Asphalt (HMA),” which was the most commonly used method for aging asphalt materials for performance testing for input to prediction models for the past 25 years. The method improves on R 30 in that the laboratory aging time is specifically determined by the climate at the project location.

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