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Page 54
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2015. Short-Term Laboratory Conditioning of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/22077.
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Page 54
Page 55
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2015. Short-Term Laboratory Conditioning of Asphalt Mixtures. Washington, DC: The National Academies Press. doi: 10.17226/22077.
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Page 55

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54 Aschenbrener, T. and N. Far (1994). “Short-Term Aging of Hot Mix Asphalt.” Colorado Department of Transportation Public Report No. CDOT-DTD-R-94-11. Asphalt Institute (1984). “Mix Design Methods for Asphalt Concrete and Other Hot Mix Types.” MS-2, Lexington, Kentucky. Asphalt Institute (1995). “Superpave Level I Mix Design.” SP-2. Lexington, Kentucky. Asphalt Institute (2001). “Superpave Mix Design.” SP-2. Lexington, Kentucky. Azari, H. and A. Mohseni (2013). “Effect of Short-Term Conditioning and Long-Term Ageing on Permanent Deformation Characteristics of Asphalt Mixtures.” Road Materials and Pavement Design, Vol. 14, pp. 79–91. Bell, C. A., A. J. Wieder, and M. J. Fellin (1994). Strategic Highway Research Program Report A-390: Laboratory Aging of Asphalt-Aggregate Mix- tures: Field Validation. Transportation Research Board, Washington, D.C. Bonaquist, R. (2011a). NCHRP Report 691: Mix Design Practices for Warm Mix Asphalt. Transportation Research Board, Washington, D.C. Bonaquist, R. (2011b). NCHRP Report 702: Precision of the Dynamic Modulus and Flow Number Tests Conducted with the Asphalt Mixture Performance Tester. Transportation Research Board, Washington, D.C. Brown, S. F. and T. V. Scholz (2000). “Development of Laboratory Protocols for the Ageing of Asphalt Mixtures.” Proceedings of 2nd Eurasphalt and Eurobitume Conference, Barcelona, Spain, Book 1, European Asphalt Pavement Association, pp. 83–90. Chipperfield, E. H. and T. R. Welch (1967). “Studies on the Relationships Between the Properties of Road Bitumens and Their Service Per- formance.” Journal of the Association of Asphalt Paving Technologists, Vol. 36, pp. 421–488. Chollar, B. H., J. A. Zenewitz, J. G. Boone, K. T. Tran, and D. T. Anderson (1989). “Changes Occurring in Asphalts in Drum Dryer and Batch (Pug Mill) Mixing Operations.” Transportation Research Record 1228, TRB, National Research Council, Washington, D.C., pp. 145–155. Clements, T. M., P. B. Blankenship, and K. C. Mahboub (2012). “The Effect of Loose Mix Aging on the Performance of Warm Asphalts.” Journal of the Association of Asphalt Paving Technologists, Vol. 80, pp. 541–567. Daniel, J. S., T. Bennert, Y. R. Kim, and W. Mogawer (2014). “TPF 5(230): Evaluation of Plant-Produced RAP Mixtures in the Northeast.” Pooled Fund Phase I Interim Report, Federal Highway Administration. Epps Martin, A., E. Arambula, F. Yin, L. Garcia Cucalon, A. Chowdhury, R. Lytton, J. Epps, C. Estakhri, and E. S. Park (2014). NCHRP Report 763: Evaluation of the Moisture Susceptibility of WMA Tech- nologies. Transportation Research Board, Washington, D.C. Estakhri, C. (2012). “Laboratory and Field Performance Measurements to Support the Implementation of Warm Mix Asphalt in Texas.” Report No. FHWA/TX-12/5-5597-01-1. Texas Transportation Insti- tute, College Station, Texas. Estakhri, C., J. Button, and A. E. Alvarez (2010). “Field and Laboratory Investigation of Warm Mix Asphalt in Texas.” Report No. FHWA/ TX-10/0-5597-2. Texas Transportation Institute, College Station, Texas. Farrar, M. J., T. F. Turner, J. Planche, J. F. Schabron, and P. M. Harnsberger (2013). “Evolution of the Crossover 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, Trans- portation Research Board, Washington, D.C., pp. 76–83. Hajj, E. Y., C. Chia, P. E. Sebaaly, A. M. Kasozi, and S. Gibson (2011). “Properties of Foamed Warm-Mix Asphalt Incorporating Recycled Asphalt Pavement from Two Field Projects—Case Studies.” 2nd Inter- national Warm Mix Asphalt Conference, St. Louis, Missouri, National Asphalt Pavement Association, Lanham, Maryland. Harrigan, E. T. (2007). NCHRP Research Results Digest 324: Simulating the Effects of Hot Mix Asphalt Aging for Performance Testing and Pavement Structural Design. Transportation Research Board, Washington, D.C. Heithaus, J. J. and R. W. Johnson (1958). “A Microviscometer Study of Road Asphalt Hardening in the Field and Laboratory.” Journal of the Association of Asphalt Paving Technologists, Vol. 27, pp. 17–34. Houston, W., M. W. Mirza, C. E. Zapata, and S. Raghavendra (2005). NCHRP Web-Only Document 113: Environmental Effects in Pave- ment Mix and Structural Design Systems. Transportation Research Board, Washington, D.C. Jemison, H., B. Burr, R. Davison, J. Bullin, and C. Glover (1992). “Appli- cation and Use of the ATR FTIR Method to Asphalt Aging Studies.” Petroleum Science and Technology, Vol. 10, No. 4, pp. 795–808. Jia, X., B. Huang, B. F. Bowers, and S. Zhao (2014). “Infrared Spectra and Rheological Properties of Asphalt Cement Containing Waste Engine Oil Residues.” Construction and Building Materials, Vol. 50, pp. 683–691. Jones, D., R. Wu, and B. W. Tsai (2011). “Key Results from a Compre- hensive Accelerated Loading, Laboratory, and Field Testing Study on Warm-Mix Asphalt in California.” 2nd International Warm Mix Asphalt Conference, St. Louis, Missouri, National Asphalt Pavement Association, Lanham, Maryland. Kari, W. J. (1982). “Effect of Construction Practices on the Asphalt Properties in the Mix.” Proceedings of the Annual Conference of Canadian Technical Asphalt Association, Vol. 27, pp. 310–334. References

55 Kemp, G. R. and P. H. Predoehl (1981). “A Comparison of Field and Laboratory Environments on Asphalt Durability.” Journal of the Association of Asphalt Paving Technologists, Vol. 50, pp. 492–537. Kuennen, T. (2004). “Warm Mixes Are a Hot Topic.” Better Roads, James Informational Media, Inc., Des Plaines, Illinois. Lund, J. W. and J. E. Wilson (1984). “Evaluation of Asphalt Aging in Hot Mix Plants.” Journal of the Association of Asphalt Paving Technologists, Vol. 53, pp. 1–18. Lund, J. W. and J. E. Wilson (1986). “Field Validation of Asphalt Aging in Hot Mix Plants.” Journal of the Association of Asphalt Paving Technologists, Vol. 55, pp. 92–119. Michalica, P., P. Daucik, and L. Zanzotto (2008). “Monitoring of Com- positional Changes Occurring During the Oxidative Aging of Two Selected Asphalts from Different Sources.” Petroleum and Coal, Vol. 50, Issue 2, pp. 1–10. Mogawer, W., T. Bennert, J. S. Daniel, R. Bonaquist, A. Austerman, and A. 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TRB’s National Cooperative Highway Research Program (NCHRP) Report 815: Short-Term Laboratory Conditioning of Asphalt Mixtures develops procedures and associated criteria for laboratory conditioning of asphalt mixtures to simulate short-term aging. The report presents proposed changes to the American Association of State Highway and Transportation Officials (AASHTO) R 30, Mixture Conditioning of Hot-Mix Asphalt (HMA), and a proposed AASHTO practice for conducting plant aging studies.

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