A review of asphalt and asphalt mixture aging
El fenómeno de envejecimiento en asfaltos y mezclas asfálticas. Una revisión
Keywords:
Asphalt aging, asphalt mixture aging, oxidation, volatilization, steric hardening, aging models, aging testing. (en)envejecimiento, asfaltos, mezcla asfáltica, oxidación, volatilización, endurecimiento estérico, modelos de envejecimiento, pruebas de envejecimiento acelerado (es)
This paper presents an extensive review of the pertinent literature regarding asphalt and asphalt mixture aging. Aging affects flexible pavement performance and is produced by intrinsic and extrinsic variables as well as exposure time. Intrinsic variables include asphalt and aggregate properties, a mixture's asphalt content, binder film thickness and air void content; extrinsic variables are associated with production (short-term aging) and exposure to environmental field conditions (long-term aging). Taken together, both variables demonstrate that aging results from three distinct mechanisms: volatilisation, oxidation and steric hardening. Temperature, pressure and photo degradation treatments are used to simulate aging in the laboratory and empirical and semi-empirical models are created to represent and study aging. Aging increases asphalt complex modulus and decreases the phase angle. Mixtures become stiffer while fatigue life becomes reduced. Carbonyl and sulfoxide group formation in asphalt are often studied as such chemical changes show oxidation in aged asphalts. The prevailing models used to predict asphalt aging are discussed, though more comprehensive research into asphalt aging is still needed.
Este artículo presenta una revisión bibliográfica del fenómeno de envejecimiento que experimentan los asfaltos y las mezclas asfálticas. El envejecimiento afecta el desempeño de los pavimentos flexibles y la magnitud de sus efectos se debe a la combinación de las características de los materiales (variables intrínsecas) y los efectos ambientales (variables extrínsecas) que actúan sobre ellos. Las variables intrínsecas incluyen las propiedades del asfalto y los agregados, el contenido de asfalto en la mezcla, el espesor de la película de asfalto y el contenido de vacíos. Las variables extrínsecas corresponden a dos momentos de la mezcla asfáltica; el primero, conocido como envejecimiento a corto plazo, se asocia al proceso de producción y colocación de la mezcla, y el segundo, conocido como envejecimiento a largo plazo, se asocia a la exposición a condiciones ambientales en el campo durante el tiempo de servicio. El proceso de envejecimiento ocurre por medio de tres mecanismos: volatilización, oxidación y endurecimiento estérico. Para simular el fenómeno en el laboratorio, se llevaron a cabo pruebas de envejecimiento acelerado mediante temperatura, presión y fotodegradación y a partir de ellas se crearon modelos empíricos y semiempíricos. Como resultado de esas pruebas, se ha observado el incremento en el módulo complejo y la reducción del ángulo de fase de los asfaltos. En el caso de las mezclas, se aprecia que la rigidez también se incrementa y las mezclas tienden a ser frágiles, por lo que la vida de fatiga se reduce. Los cambios químicos se manifiestan en la formación y aumento en el tiempo de grupos funcionales de carbonilo y sulfóxido. Finalmente, algunos modelos utilizados para predecir el envejecimiento se discuten. Todo lo anterior permite afirmar que la investigación del fenómeno de envejecimiento es una importante tarea de la ingeniería de pavimentos.
Downloads
References
Abbas, A., Choi, B. C., Masad, E., and Papagiannakis, T., The influence of laboratory aging method on the rheological properties of asphalt binders., Journal of Testing and Evaluation, Vol. 30, 2002, pp. 171-176.
Ab Wahab, Y., Sosnovske, D., Bell, C., and Ryus, P., Evaluation of asphalt-aggregate mixture aging by dynamic mechanical analysis. Transportation Research Record., 1993, pp. 22-30.
Airey, G., State of the art report on ageing test methods for bituminous pavement materials., International Journal of Pavement Engineering, Vol. 4, 2003, pp. 165-176.
Airey, G., Rahimzadeh, B., and Collop, A., Linear rheological behavior of bituminous paving materials., Journal of Materials in Civil Engineering, 2004, Vol. 16, pp. 212.
Al-Azri, N. A., Jung, S. H., Lunsford, K. M., Ferry, A., Bullin, J. A., Davison, R. R., Glover, C. J., et al., Binder oxidative aging in Texas pavements - hardening rates, hardening susceptibilities, and impact of pavement depth., Bituminous Materials and Nonbituminous Components of Bituminous Paving Mixtures 2006, Transportation Research Record, 2006, pp. 12-20.
Allen, R. G., Little, D. N. and Bhasin, A., Structural characterization of micromechanical properties in asphalt using atomic force microscopy., Journal of Materials in Civil Engineering, Vol. 24, No. 10, October 1, 2012, pp. 1317-1327.
Ali, B., Sadek, M., Experimental analysis of the influence of crumb rubber addition on the short-term aging of Syrian asphalt., Arabian Journal of Geosciences, Vol. 6, No. 1, January, 2013, 85-90.
Bahia, H. U., Anderson, D. A., The Pressure Aging Vessel (PAV): a test to simulate rheological changes due to field aging., Physical Properties of Asphalt Cement Binders, 1995, pp. 67-88.
Bahia, H. U., Hislop, W. P., Zhai, H., and Rangel, A., Classification of asphalt binders into simple and complex binders., Journal of the Association of Asphalt Paving Technologists, 1998, pp. 67.
Bell, A., Summary report on the aging of asphalt-aggregate systems., Transportation Research Board, Vol. 10, 1989, pp. 1-121.
Bell, C. A., Kliewer, J. E., Sosnovke, Investigation of the relationship between field performance and laboratory aging properties of asphalt mixtures. G. A. Huber, D. S. Decker. (Eds.), Engineering properties of asphalt mixtures and the relationship with their performance. ASTM STP 1265., Philadelphia, American Society for Testing and Materials.
Benson, P. E., Low temperature transverse cracking of asphalt concrete pavements in central and west Texas., Texas Transportation Institute, Texas A&M University, 1976.
Chen, J., Huang, L., Developing an aging model to evaluate engineering properties of asphalt paving binders., Materials and Structures, Vol. 33, 2000, pp. 559-565.
Christensen, D. W., Anderson, D. A., Interpretation of dynamic mechanical test data for paving grade asphalt cements (with discussion)., Journal of the Association of Asphalt Paving Technologists, Vol. 61, 1992.
Corbett, L. W., Relationship between composition and physical properties of asphalt., Proceedings of the Association of Asphalt Paving Technologists, Vol. 39, pp. 481.
Corbett, L. W., Merz, R. E., Asphalt binder hardening in the Michigan Test Road after 18 years of service., Transportation Research Record, No. 544, 1975.
Daniel, J., Kim, Y., Lee, H.-J., Effects of aging on viscoelastic properties of asphalt-aggregate mixtures., Transportation Research Record: Journal of the Transportation Research Board, Vol. 1630, No. 1, 1998, pp.21-27.
Dong, Y., Tan, Y. Mix design and performance of crumb rubber modified asphalt SMA., Geotechnical Special Publication, Vol. 212, ASCE, 2011, pp. 78-86.
Dow, A. W., Asphalt experiments at Washington., Engineering News Record, Vol. 47, 1903, pp. 18-25.
Edler, A. C., Hattingh, M. M., Servas, V. P., Marais, C. P., Use of aging tests to determine the efficacy of hydrated lime additions to asphalt in retarding its oxidative hardening., Asphalt Paving Technology. Association of Asphalt Paving Technologists, Vol. 54, 1985, pp. 118-139.
Fang, Ch., Wu, C., Yu, R., Zhang, Z., Zhang, M., Zhou, S., Aging properties and mechanism of the modified asphalt by packaging waste polyethylene and waste rubber powder. Polymers for Advanced Technologies, Vol. 24, No. 1, January, 2013, pp. 51-55.
Farcas, F., Etude d'une methode de simulation du vieillissement sur route des bitumes., Laboratoire Central des Ponts et Chausses, 1996.
Feng, Z. G., Yu, J. Y., Kuang, D. L., The physical properties and photostability of bitumen with different ultraviolet absorbers. Petroleum Science and Technology, Vol. 31, 1996, pp. 113-120.
Griffin, R. L., Miles, T. K., Penther, C. J., Microfilm durability test for asphalt., Association of Asphalt Paving Technologists Proceedings, Vol 34., 1955, pp. 31.
Halstead, W. J., Zenewitz, J. A., Changes in asphalt viscosities during thin-film oven and microfilm durability tests., Public Roads, Vol. 31, No. 11, 1961, pp. 211-218.
Herrington, P. R., Oxidation of bitumen in the presence of a constant concentration of oxygen., Petroleum Science and Technology, Vol. 16, No. 9, 1998, pp. 1061-1084.
Huang, S. C., Tia, M., Ruth, B. E., Laboratory aging methods for simulation of field aging of asphalts., Journal of Materials in Civil Engineering, Vol. 8, 1996, pp. 147.
Hugo, F., Kennedy, T., Surface cracking of asphalt mixtures in Southern Africa., Proceedings, Association of Asphalt Paving Technologists, 1985, pp. 454-501.
Huh, J., Robertson, R., Modeling of oxidative aging behavior of asphalts from short-term, high-temperature data as a step toward prediction of pavement aging., Transportation Research Record: Journal of the Transportation Research Board, Vol. 1535, 1996, pp. 91-97.
Hveem, F. N., Zube, E., Skog, J., Proposed new tests and specifications for paving grade asphalts., Proceedings of the Association of Asphalt Paving Technologists, Vol. 32, 1963, pp. 271-327.
Jamshidi, A., Hamzah, M. O., You, Z., Performance of warm mix asphalt containing sasobit: state-of-the-art., Construction and Building Materials, Vol. 38, 2013, pp. 530-553.
Jones IV, D. R., Kennedy, T. W., The Asphalt Model: Results of the SHRP Asphalt Research Program. Transportation Research Board VTI Rapport 372A, Part 4, 1991.
Kandhal, P. S., Chakraborty, S., Effect of asphalt film thickness on short-and long-term aging of asphalt paving mixtures., Transportation Research Record: Journal of the Transportation Research Board, Vol. 1535, No. 1, 1996, pp. 83-90.
Kemp, G. R., Predoehl, N. H., A comparison of field and laboratory environments on asphalt durability., Proceedings of the Association of Asphalt Paving Technologists, Vol. 50, 1981, pp. 492-537.
Khalid, H. A., Walsh, C. M., Relating mix and binder fundamental properties of aged porous asphalt materials., Proceedings of the 2nd Eurasphalt and Eurobitume Congress, Session, Vol. 1, 2000, pp. 398-405.
Kim, H., Lee, S.-J., Amirkhanian, S. N., Jeong, K., Quantification of oxidative aging of polymer-modified asphalt mixes made with warm mix technologies., Journal of Materials in Civil Engineering, Vol. 25, No. 1, January, 2013, pp. 1-8.
Korsgaard, H. C., Blumensen, J., Sundahl, J., Gonzales, C., Accelerated ageing of asphalt in pressure ageing vessel., Proceedings of the 1st Eurasphalt and Eurobitume Congress, European Asphalt Pavement Association, 1996, pp. 11.
Lau, C., Lunsford, K., Glover, C., Davison, R., Bullin, J., Reaction rates and hardening susceptibilities as determined from pressure oxygen vessel aging of asphalts., Transportation Research Record, Vol. 1342, 1992, pp. 8.
Lee, D., Asphalt durability correlation in Iowa., Transportation Research Record, Vol. 468, 1973, pp. 43-60.
Lesueur, D., The colloidal structure of bitumen: consequences on the rheology and on the mechanisms of bitumen modification., Advances in Colloid and Interface Science, Vol. 145, No. 1-2, 2009, pp. 42-82.
Lewis, R. H., Welborn, J. Y., Report on the properties of the residues of 50-60 and 85-100 penetration asphalts from oven tests and exposure., Proceedings, Association of Asphalt Paving Technologists, Vol. 11, 1940, pp. 86-157.
Lu, X., Isacsson, U., Artificial aging of polymer modified bitumens., Journal of Applied Polymer Science, Vol. 76, No. 12, 2000, pp. 1811-1824.
Martínez, G., Caicedo, B., Efecto de la radiación ultravioleta en el envejecimiento de ligantes y mezclas asfálticas., Master Thesis. Universidad de Los Andes. Bogotá- Colombia, 2005.
Masson, J.-F., Collins, P., Polomark, G., Steric hardening and the ordering of asphaltenes in bitumen., Energy and Fuels, Vol. 19 No. 1, 2005, pp. 120-122.
Nathan, M., Hajj. E. Y. Sebaaly, P. E., Significance of mixture on binder aging in HMA mixtures. In: 92nd Annual Meeting of Transportation Research Record, Washington D.C., January, 2013.
Parmeggiani, G., Nitrogen Rolling Thin Film Oven Test., Proceedings of the 2nd Eurasphalt and Eurobitume Congress, Session 2: Development in Bituminous products and Techniques, 2000, pp. 432-437.
Pan, T. Y., Sun, L. Yu, Q., An atomistic-based chemophysical environment for evaluating asphalt oxidation and antioxidants. Journal of Molecular Modeling, Vol. 18, No. 12, December, 2012, pp. 5113-5126.
Pauls, J. T., Welborn, J. Y., Studies of the hardening properties of asphaltic materials., Transportation Research Board, Washington, DC, Vol. 21, No. 18, 1952.
Pechenyi, B. G., Kuznetsov, O. I., Formation of equilibrium structures in bitumens., Chemistry and Technology of Fuels and Oils, Vol. 26, No. 7, 1990, pp. 372-376.
Petersen, J. C., Robertson, R. E., Branthaver, J. F., Harsenberg, P. M., Duvall, J. J., Kim, S. S., Anderson, D. A., Christiansen, D. W., Bahia, H. U., Binder characterization and evaluation. Strategic Highway Research Program., Vol. 1, 1994.
Petersen, J. C., A review of the fundamentals of asphalt oxidation: chemical, physicochemical, physical property, and durability relationships., Transportation Research E-Circular, Vol. 1, Transportation Research Board, 2009.
Petersen, J., Chemical composition of asphalt as related to asphalt durability: state of the art., Washington, DC, Transportation Research Board, Vol. 999, 1984, pp. 13-30.
Petersen, J., A thin film accelerated aging test for evaluating asphalt oxidative aging., Washington, DC, Transportation Research Board, Vol. 58, 1989, pp. 220-237.
Punith, V. S., Suresha, S. N., Sridhar, R., Sunil B., Veeraragavan, A., Laboratory investigation of open-graded friction course mixtures containing polymers and cellulose fibers. Journal of Transportation Engineering, Vol. 138, No. 1, January, 2012, 67-74.
Qi, L., Zhang, Z. Q., Sho, A. M., and Yang, H. J., Research on relationship between aging state and low-temperature performance of asphalt mixture., Journal of Testing and Evaluation, Vol. 37, 2009, pp. 486-489.
Qi, Y., Wang, F., Study and evaluation of aging performance of petroleum asphalts and their constituents during oxygen absorption. I. Oxygen absorption behaviors and kinetics., Petroleum Science and Technology, Vol. 21, No. 1, 2003, 283-299.
Qi, Y., Wang, F., "Study and evaluation of aging performance of petroleum asphalts and their constituents during oxygen absorption. II. Chemical group composition and structure changes," Petroleum Science and Technology, Vol. 22, No. 3, 2004, 263-274.
Qi, Y., Wang, F., Study and evaluation of aging performance of petroleum asphalts and their constituents during oxygen absorption. III. Average molecular structure parameter changes., Petroleum Science and Technology, Vol. 22, No. 3, 2004, pp. 275-286.
Von Quintus, H. L., Scherocman, J. A., Hughes, C. S., Kennedy, T. W., NCHRP Report 338: Asphalt Aggregate Mixture Analysis System (AAMAS)., Washington, DC, Transportation Research Board, National Research Council, 1991.
Read, J., Whiteoak, D., The Shell Bitumen Handbook, Thomas Telford, 2003.
Reed, J., Evaluation of the effects of aging on asphalt rubber pavements., MSC thesis, Arizona State University, December, 2010.
Reyes, F. A., Daza, C. E., Rondón, H. A., Determination of SARA fractions of environmentally aged Colombian asphalts using liquid chromatography column. Revista EIA, No. 17, 2012, pp. 47-56.
Rojas, J., Amado, H., Fernández, W., Reyes, F., Efectos de la radiación ultravioleta en asfaltos colombianos. Revista Científica Universidad Distrital, Vol. 15, 2012, pp. 96-104.
De la Roche, C., Van de Ven, M., Gabet, T., Dubois, V., Grenfell, J., Porot, L., Development of a laboratory bituminous mixtures ageing protocol., Advanced Testing and Characterization of Bituminous Materials, Vol. 331, 2009.
Said, S. F., Aging effect on mechanical characteristics of bituminous mixtures., Bituminous Binders 2005, Transportation Research Record, 2005, pp. 1-9.
Scholz, T. V., Durability of Bituminous Paving Mixtures., University of Nottingham, 1995.
Shatnawi, S., Superior aging characteristics of asphalt rubber. In: Asphalt Rubber Conference 2012, Munich, October 23rd, 2012, pp. 1-27.
Shiau, J., Tia, M., Ruth, B., Page, G., Evaluation of aging characteristics of asphalts by using TFOT and RTFOT at different temperature levels., Washington, DC, Transportation Research Board, Vol. 1342, 1992, pp. 58-66.
Siddiqui, M. N., Ali, M. F., Studies on the aging behavior of the Arabian asphalts., Fuel, Vol. 78, No. 9, 1999, pp. 1005-1015.
Siddiqui, M. N., Ali, M. F., Investigation of chemical transformations by NMR and GPC during the laboratory aging of Arabian asphalt., Fuel, Vol. 78 No. 12, 1999, 1407-1416.
Speight, J. G., The chemistry and technology of petroleum., 4th ed., Springer, 2007.
Swiertz, D., Asphalt aging characteristics, rheological implications and laboratory techniques., Madison, University of Wisconsin, 2010.
Traxler, R. N., Relation between asphalt composition and hardening by volatilization and oxidation., Proceedings, Association of Asphalt Paving Technologist, Vol. 30, 1961, pp. 359-372
Traxler, R., Durability of asphalt cements., Association of Asphalt Paving Technologist, Vol. 32, 1963, pp. 44-63.
Vallerga, B., Pavement deficiencies related to asphalt durability., Association of Asphalt Paving Technologist, Vol. 50, 1981, pp. 481-491.
Xiao, F., Amirkhanian, S. N., Juang, H., Hud, S., Shen, H., Model developments of long-term aged asphalt binders., Construction and Building Materials, Vol. 37, 2012, pp.248-256.
Ying, G., Fan, G., Li, Z., Thermal oxidative aging characterization of SBS modified asphalt., Journal of Wuhan University of Technology-Mater, Vol. 28, No. 1, February, 2013, pp. 88-91.
Zupanick, M., Baselice, V., Characterizing asphalt volatility., Transportation Research Record: Journal of the Transportation Research Board, Vol. 1586, No. -1, 1997, pp. 1-9. DOI:10.3141/1586-01.
License
Copyright (c) 2013 Wilmar Darío Fernández-Gómez, Hugo Alexander Rondón Quintana, Fredy Reyes-Lizcano

This work is licensed under a Creative Commons Attribution 4.0 International License.
The authors or holders of the copyright for each article hereby confer exclusive, limited and free authorization on the Universidad Nacional de Colombia's journal Ingeniería e Investigación concerning the aforementioned article which, once it has been evaluated and approved, will be submitted for publication, in line with the following items:
1. The version which has been corrected according to the evaluators' suggestions will be remitted and it will be made clear whether the aforementioned article is an unedited document regarding which the rights to be authorized are held and total responsibility will be assumed by the authors for the content of the work being submitted to Ingeniería e Investigación, the Universidad Nacional de Colombia and third-parties;
2. The authorization conferred on the journal will come into force from the date on which it is included in the respective volume and issue of Ingeniería e Investigación in the Open Journal Systems and on the journal's main page (https://revistas.unal.edu.co/index.php/ingeinv), as well as in different databases and indices in which the publication is indexed;
3. The authors authorize the Universidad Nacional de Colombia's journal Ingeniería e Investigación to publish the document in whatever required format (printed, digital, electronic or whatsoever known or yet to be discovered form) and authorize Ingeniería e Investigación to include the work in any indices and/or search engines deemed necessary for promoting its diffusion;
4. The authors accept that such authorization is given free of charge and they, therefore, waive any right to receive remuneration from the publication, distribution, public communication and any use whatsoever referred to in the terms of this authorization.









