Chapter
Jun 4, 2021

Field Performance Characteristics of Warm Mix Asphalt (WMA) with Various Additives

Publication: International Conference on Transportation and Development 2021

ABSTRACT

Warm mix asphalt (WMA) technologies are the greatest advancement in asphalt technology that allows mixing and compaction at significantly lower temperatures than regular hot mix asphalt (HMA). Though laboratory characterization of WMA technologies were addressed in numerous past studies, the long-term field performance characteristics are not clearly understood. This study evaluates long-term field performances of various WMA technologies in comparison to regular HMA. The study utilized the long-term pavement performance (LTPP) specific pavement studies (SPS-10) project. The LTPP SPS-10 project includes (1) control HMA, (2) foaming, (3) Evotherm, (4) Cecabase 1, and (5) Cecabase 2 mixtures. Cecabase 2 mixture consists of a polymer modified binder (PG 70-28+), where the other mixtures consist of PG 70-28 binder. Field performances such as rutting, moisture damage, cracking, individual distress index (IDI), international roughness index (IRI), and pavement condition rating (PCR) were evaluated based on Mandli’s pavement profile scanner, a laser-based distress evaluation technology. The study found that WMA exhibits slightly higher rutting but lower cracking compared to HMA. The overall conditions of WMA mixtures were found as equivalent as regular HMA based on IRI and PCR.

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REFERENCES

Anderson, R. M., Baumgardner, G., May, R., and Reinke, G. : Interim Report: Engineering Properties, Emissions, and Field Performance of Warm Mix Asphalt Technologies. TRB, National Highway Research Council, Washington, D.C., 2008.
Bairgi, B. K., Manna, U. A., and Tarefder, R. A. (2019d). Tribological Evaluation of Asphalt Binder with Chemical Warm-Mix Additives. Airfield and Highway Pavements 2019: Testing and Characterization of Pavement Materials 266-273. American Society of Civil Engineers., Reston, VA.
Bairgi, B. K., Mannan, U. A., and Tarefder, R. A. (2019c). Influence of foaming on tribological and rheological characteristics of foamed asphalt. Construction and Building Materials, 205, 186-195.
Bairgi, B. K., Mannan, U. A., and Tarefder, R. A. (2019a). Tribological Evaluation for an In-Depth Understanding of Improved Workability of Foamed Asphalt. Transportation Research Record, 2673(4), 533-545.
Bairgi, B. K., Mannan, U. A., and Tarefder, R. A. (2019b). Tribological approach to demonstrate workability of foamed warm-mix asphalt. Journal of Materials in Civil Engineering, 31(9), 04019191.
Bairgi, B. K., Tarefder, R. A., and Ahmed, M. U. (2018a). Long-term rutting and stripping characteristics of foamed warm-mix asphalt (WMA) through laboratory and field investigation. Construction and Building Materials, 170, 790-800.
Bairgi, B. K., and Tarefder, R. A. (2020b). Characterization of foaming attributes to binder tribology and rheology to better understand the mechanistic behavior of foamed asphalt. International Journal of Pavement Research and Technology, 1-10.
Bairgi, B. K., and Tarefder, R. A. (2018b). Effect of foaming water contents on high-temperature rheological characteristics of foamed asphalt binder. In International Conference on Transportation and Development 2018: Airfield and Highway Pavements (pp. 243-251). Reston, VA.
Bairgi, B. K., and Tarefder, R. A. (2017a) A Synthesis of Asphalt Foaming Parameters and Their Association in Foamed Binder and Mixture Characteristics. ASCE Proceedings, T&DI Pavement Conference, 2017.
Bairgi, B. K., and Tarefder, R. (2017b). Analysis of foaming properties of asphalt binder through a laser based non-contact method. In ASME International Mechanical Engineering Congress and Exposition (Vol. 58455, p. V010T13A007). American Society of Mechanical Engineers.
Bairgi, B. K., Syed, I. A., and Tarefder, R. A. (2017c) Evaluation of Rutting and Stripping Potential of WMA withc Different Additives. In International Conference on Sustainable Infrastructure 2017a, 201-212.
Bairgi, B. K., Tarefder, R. A., Syed, I., Mendez, M. M., Ahmed, M., Mannan, U. A., and Rahman, M. T. (2018c). Assessment of Rutting Behavior of Warm-Mix Asphalt (WMA) with Chemical WMA Additives towards Laboratory and Field Investigation. In International Conference on Transportation and Development 2018: Airfield and Highway Pavements (pp. 264-272). Reston, VA.
Bairgi, B. K., Rahman, A. A., Tarefder, R. A., and Larrain, M. M. M. (2020a). Comprehensive Evaluation of Rutting of Warm-Mix Asphalt Utilizing Long-Term Pavement Performance Specific Pavement Studies. Transportation Research Record, 2674(7), 272-283.
Button, J. W., Estakhri, C., and Wimsatt, A. A Synthesis of Warm Mix Asphalt. Federal Highway Administration,., 2008.
Hansen, K. R., and Copeland, A. Asphalt Pavement Industry on Recycled Materials and Warm-Mix Asphalt Usage: 2016., November 2017, Lanham, MD 20590.
Khan, Z. H., Tarefder, R. A., and Hasan, M. A. (2020). Field Characterization of Pavement Materials using Falling Weight Deflectometer and Sensor Data from an Instrumented Pavement Section. Transportation Research Record, 2674(4), 205-221.
Mandli, R., Automated Pavement Analysis Past, Present, and Future. In Pavement Evaluation Conference, 2014.
Newcomb, D. E., Arambula, E., Yin, F., and Zhang, J. : Properties of Foamed Asphalt for Warm Mix Asphalt Applications. Transportation Research Board, Washington D.C. 2015.
Rahman, M. T., Burchett, T. J., Kargah-Ostadi, N., and Sassin, J. M. “Long-Term Pavement Performance: Preliminary Analysis of Constructed Warm-Mix Asphalt Overlay Projects”, In Transportation Research Board 95th Annual Meeting (No. 16-5768), 2016.
Rushing, J. F., Little, D. N., and Garg, N. Selecting a Rutting Performance Test for Airport Asphalt Mixture Design. Journal of Road Materials and Pavement Design, Vol. 15, No. S1, 2014. pp. 172-194.

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International Conference on Transportation and Development 2021
Pages: 281 - 288

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Published online: Jun 4, 2021

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Biswajit K. Bairgi [email protected]
1Ph.D. Student, Dept. of Civil Engineering, Univ. of New Mexico, Albuquerque, NM. Email: [email protected]
Rafiqul A. Tarefder [email protected]
2Professor, Dept. of Civil Engineering, Univ. of New Mexico, Albuquerque, NM. Email: [email protected]

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