Implications of Changing Asphalt Binder Sources on Engineering Properties of Traditional and Balanced Asphalt Mixtures
Publication: International Conference on Transportation and Development 2022
ABSTRACT
This paper reports on the impacts that different sources of asphalt binders, which satisfactorily met the grading requirements of a PG 70-22 binder, have on the mechanical performance of two Superpave mixtures, namely a traditional mix design and a balanced mix design. Five asphalt binders were acquired from different asphalt suppliers. Superpave mixtures were designed and produced with two different aggregate gradations, and similar recycled material content following both volumetric-based and performance-based design approaches. For performance testing, the Hamburg wheel tracking device and Texas overlay tester tests were used as the main rutting and cracking tests, respectively, during the design process. The Illinois Flexibility Index Test and indirect tensile asphalt cracking tests were performed as surrogate cracking tests. From this study, the voids in the mineral aggregate parameter does not differentiate the impact of changing the asphalt binder source. The mechanical tests were sensitive to changes in binder source, which demonstrated the importance of incorporating a performance testing stage to current design specifications. The asphalt mixtures denoted as balanced mix designs in this study yielded acceptable mechanical and volumetric properties regardless of the binder source.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Al-Qadi, I. L., Ozer, H., Lambros, J., El Khatib, A., Singhvi, P., Khan, T., and Doll, B. (2015). Testing Protocols to Ensure Performance of High Asphalt Binder Replacement Mixes Using RAP and RAS., Illinois Center for Transportation, Illinois.
Anderson, M., King, G., Hanson, D., and Blankenship, P. Evaluation of the Relationship between Asphalt Binder Properties and Non-Load-Related Cracking. Journal of the Association of Asphalt Paving Technologists, Vol. 80, 2011, pp. 615–661.
Aschenbrener, T. (2016). Case Histories of Setting the Job Mix Formula with a Balanced Mix Design Compared to a Volumetric Mix Design. Slide from 2016 Presentation of Balanced Mix Design to FHWA Mix ETG. Dartmouth, MA.
Buttlar, W. G., Hill, B. C., Wang, H., and Mogawer, W. (2017). Performance space diagram for the evaluation of high- and low-temperature asphalt mixture performance. Road Materials and Pavement Design, 18:sup1, 336–358, DOI: https://doi.org/10.1080/14680629.2016.1267446.
Cooper, S., Mohammad, L., Kabir, S., and King, W. (2014). Balanced Asphalt Mixture Design through Specification Modification: Louisiana’s Experience. Transportation Research Record: Journal of the Transportation Research Board, (2447), 92–100.
Fee, F., Buchanan, S., Cooper, S., III, Mohammad, L., Ozer, H., Al-Qadi, I., and Aschenbrener, T. (2018). Innovations in Asphalt Mixture Design Procedures.
Garcia, V., Miramontes, A., Garibay, J., Abdallah, I., and Nazarian, S. (2016). Improved Overlay Tester for Fatigue Cracking Resistance of Asphalt Mixtures. Center for Transp. Infra. Systems, University of Texas at El Paso, El Paso, TX.
Kennedy, T. W., Huber, G. A., Harrigan, E. T., Cominsky, R. J., Hughes, C. S., Von Quintus, H., and Moulthrop, J. S. (1994). Superior Performing Asphalt Pavements (Superpave®). The Product of the SHRP Asphalt Research Program. TRB, National Research Council, Washington, D.C.
McDaniel, R. S., and Levenberg, E. (2013). Risk Management of Low Air Void Asphalt Concrete Mixtures. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, https://doi.org/10.5703/1288284315217.
Newcomb, D., and Zhou, F. (2018). Balanced Design of Asphalt Mixtures. Minnesota Department of Transportation. St. Paul, MN.
Rahbar-Rastegar, R., Sias Daniel, J., and Reinke, G. (2017). Comparison of asphalt binder and mixture cracking parameters. Road Materials and Pavement Design, 18(sup4), 211–233.
Rowe, G., King, G., and Anderson, M. (2014). Influence of Binder Rheology on the Cracking of Asphalt Mixes in Airport and Highway Projects. J. of Test and Eval., 42, (5), 1063–1072.
Torres, A. (2019). Engineering Properties of Asphalt Binders from Different Sources and Their Influence on Stiffness of Asphalt Concrete Mixtures. Transportation Research Record, 2673(6), 396–405. https://doi.org/10.1177/0361198119843482.
Tran, N. P. A., Huber, G., Leiva, F., and Pine, B. (2019). Mix Design Strategies for Improving Asphalt Mixture Performance.
Wu, S., Zhang, W., Shen, S., Muhuanthan, B., and Mohammad, L. N. (2017). Short-term Performance and Evolution of Materials Properties of Warm- and Hot-Mix Asphalt Pavements: Case Studies. Transportation Research Record: Journal of the Transportation Research Board, 2631(1), 39–54. https://doi.org/10.3141/2631-05.
Zhou, F., Hu, S., and Scullion, T. (2006). Integrated Asphalt (Overlay) Mixture Design Balancing Rutting and Cracking Requirements. Texas Transportation Institute, College Station, Texas.
Zhou, F., Im, S., Sun, L., and Scullion, T. (2017). Development of an IDEAL cracking test for asphalt mix design and QC/QA. Road Materials and Pavement Design, 18(sup4), 405–427.
Zhou, F., Newcomb, D., Gurganus, C., Banihashemrad, S., Park, E. S., Sakhaeifar, M., and Lytton, R. (2016). Field validation of laboratory tests to assess cracking resistance of asphalt mixtures: An experimental design. NCHRP: Washington, DC, USA.
Information & Authors
Information
Published In
History
Published online: Aug 31, 2022
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.