Journal of Transportation Research

Journal of Transportation Research

Investigation on the Mutual Effect of PPA and EBS on High- and Low-Temperature Performance of Bitumen

Document Type : Original Article

Authors
1 M.Sc., Grad., Director of Department of Research & Development, Pasargad Oil Company, Tehran, Iran.
2 B.Sc., Grad., Quality-Control Supervisor of Laboratory, Pasargad Oil Company, Tabriz, Iran.
3 B.Sc., Grad., Laboratory Expert, Pasargad Oil Company, Tabriz, Iran.
4 Assistant Professor, Department of Civil & Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran.
Abstract
Using Ethylene Bis(Stearamide) (EBS) decreases mixing and compaction temperature of bitumen and consequently decreases energy consumption of asphalt mixture production. In this study, polyphosphoric acid (PPA) is added to EBS-modified bitumen to mitigate low-temperature deteriora-tion of EBS. Also, the effect of adding PPA and EBS on high-temperature behavior of bitumen is investigated using supepave protocol and multiple stress creep and recovery (MSCR) test. For this purpose, PPA is added to EBS-modified bitumen (having 3% of EBS) in three different dosages of 0.5, 1, and 1.5% (based on the original bitumen weight). Then, using a dynamic shear rheometer, both superpave protocol test and the MSCR test are performed on all samples at high temperatures. Also, using a bending beam rheometer, the low-temperature behavior of all samples are evaluated. The results showed that while adding 0.5% of PPA did not change mixing and compaction tempera-ture of EBS-modified bitumen significantly, it can improve high-temperature behavior of bitumen. However, MSCR results showed that it is required to consider the high-temperature behavior of modified bitumen conservatively as the bitumen modified with 0.5% PPA and 3% EBS cannot meet standard requirement for three traffic categories.
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-Aflaki, S., & Hajikarimi, P. (2012). Implementing Viscoelastic Rheological Methods to Evaluate Low Temperature Performance of Modified Asphalt Binders. Construction and Building Materials, 36, 110–118.
-Aflaki, S., & Tabatabaee, N. (2009). Proposals For Modification of Iranian Bitumen To Meet The Climatic Requirements of Iran. Construction And Building Materials. Doi.Org/10.1016/J.Conbuildmat.2008.12.014
-Anderson, D. A., Christensen, D. W., Dongre, R., Sharma, M. G., Runt, J., & Jordhal, P. (1990). Asphalt behavior at low service temperatures. final report.
-ASTM-D6648-08. (2001). Standard Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using The Bending Beam Rheometer (BBR).
-Bahia, H. U., Anderson, D. A., & Christensen, D. W. (1992). The Bending Beam Rheometer; A Simple Device For Measuring Low-Temperature Rheology Of Asphalt Binders (With Discussion). Journal of The Association of Asphalt Paving Technologists, 61.
-Baldino, N., Gabriele, D., Rossi, C. O., Seta, L., Lupi, F. R., & Caputo, P. (2012). Low Temperature Rheology Of Polyphosphoric Acid (PPA) Added Bitumen. Construction And Building Materials, 36, 592–596.
 Doi.Org/10.1016/J.Conbuildmat.2012.06.011
-D’Angelo, J. A. (2009). The Relationship Of The MSCR Test To Rutting. Road Materials And Pavement Design, 10(Sup1), 61–80. Doi.Org/10.1080/14680629.2009.9690236
-D’Angelo, J. A. (2010). Effect Of Poly Phosphoric Acid On Asphalt Binder Properties. Journal of The Association of Asphalt Paving Technologists, 79.
-D’ANGELO, J., & Dongr, R. (2002). Superpave Binder Specifications And Their Performance Relationship To Modified Binders. Proceedings of The Forty-Seventh Annual Conference of The Canadian Technical Asphalt Association (CTAA): Calgary, Alberta.
-Dongre, R., & D’Angelo, J. (2003). Evaluation Of Different Parameters For Superpave High Temperature Binder Specification Based On Rutting Performance In The Accelerated Loading Facility At FHWA. Transportation Research Record, TRB.
-Lei, Z., Tian-Shuai, L., Fei, G., & Yi-Qiu, T. (2016). Rheological And Physical Properties Of Asphalt Mixed With Warm Compaction Modifier. Construction And Building Materials, 123, 309–316.Doi.Org/10.1016/J.Conbuildmat.2016.07.021
-Li, X., Zhou, Z., & You, Z. (2016). Compaction Temperatures Of Sasobit Produced Warm Mix Asphalt Mixtures Modified With SBS. Construction And Building Materials, 123, 357–364. Doi.Org/Https://Doi.Org/10.1016/J.Conbuildmat.2016.07.015
-Nakhaei, M., Naderi, K., Nasrekani, A. A., & Timm, D. H. (2018). Moisture Resistance Study On PE-Wax And EBS-Wax Modified Warm Mix Asphalt Using Chemical And Mechanical Procedures. Construction And Building Materials, 189, 882–889.Doi.Org/Https://Doi.Org/10.1016/J.Conbuildmat.2018.08.216
-Rubio, M. C., Martínez, G., Baena, L., & Moreno, F. (2012). Warm Mix Asphalt: An Overview. Journal of Cleaner Production, 24, 76–84. Doi.Org/Https://Doi.Org/10.1016/J.Jclepro.2011.11.053
-Shin-Che, H., P., M. F., William, S., Stephen, S., Michael, F., & Ryan, B. (2011). Rheological And Chemical Properties Of Hydrated Lime And Polyphosphoric Acid–Modified Asphalts With Long-Term Aging. Journal Of Materials In Civil Engineering, 23(5), 628–637.Doi.Org/10.1061/(ASCE)MT.1943-5533.0000219
-Wu, S., & Li, X. (2017). Evaluation Of Effect Of Curing Time On Mixture Performance Of Advera Warm Mix Asphalt. Construction and Building Materials, 145, 62–67.   Doi.Org/Https://Doi.Org/10.1016/J.Conbuildmat.2017.03.240