journal article·2024-08-16Open access

Revolutionizing Roadways: High-Performance Warm Mix Asphalt Binder with Trinidad Lake Asphalt and Recycled Tire Rubber

Shyaamkrishnan Vigneswaran, Jihyeon Yun, Moon-Sup Lee, Kyu-Dong Jeong, Soon-Jae Lee

Applied Sciences· Volume 14· Issue 16

Abstract

This study investigates the transformative effects of incorporating Trinidad Lake asphalt (TLA), crumb rubber modifier (CRM), and the warm mix additive leadcap (LC) into petroleum-based asphalt binder PG 64-22. Our results show that LC significantly reduces binder viscosity, leading to easier application and lower energy consumption, especially when combined with TLA and CRM. The addition of TLA and CRM enhances rutting resistance, with notable improvements in both pre- and post-aging conditions, particularly in formulations combining PG 64-22, 20% TLA, and 10% CRM. These formulations exhibit superior performance metrics, such as increased percentage recovery (% rec) and reduced non-recoverable creep compliance (Jnr), indicating improved flexibility and deformation resistance. Furthermore, LC balances increased rigidity and susceptibility to fatigue cracking from higher TLA and CRM levels, respectively. These modifications also promote environmental sustainability by reducing energy usage and emissions during production and paving. This study highlights LC’s critical role in advancing high-performance, eco-friendly warm mix asphalt binders, offering valuable insights for sustainable pavement engineering and setting a new benchmark for advanced asphalt technologies.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Innovative concrete reinforcement materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Engineering Technology, Texas State University, San Marcos, TX 78666, USA

Korea Institute of Civil Engineering and Building Technology, Goyang-si 10223, Republic of Korea

Funding

2024 National Highway Pavement Management System

References (34)

Show source-provided references
1. Evaluation of properties of Trinidad Lake Asphalt and SBS-modified petroleum asphalt10.1080/10916466.2018.1536714 ↗
2. Brown, E.R., Kandhal, P.S., Roberts, F.L., Kim, Y.R., Lee, D.Y., and Kennedy, T.W. (2009). Hot Mix Asphalt Materials, Mixture Design, and Construction, NAPA Research and Education Foundation.
3. Physical and chemical properties of plasma treated crumb rubbers and high temperature characteristics of their rubberised asphalt binders10.1080/14680629.2018.1507922 ↗
4. Modelling of rheological and chemical properties of asphalt binder considering SARA fraction10.1016/j.fuel.2018.10.126 ↗
5. Yan, K., and You, L. (2014). Investigation of Complex Modulus of Asphalt Mastic by Artificial Neural Networks, NISCAIR-CSIR.
6. A comparison of the composition and rheology of Trinidad lake asphalt and Trinidad petroleum bitumen
7. Impact of the addition of Trinidad Lake Asphalt (TLA) on the rheological and mechanical behavior of two asphalt binders10.1080/14680629.2019.1633789 ↗
8. Characteristics of elastomeric and plastomeric binders in contact with natural asphalts10.1016/j.conbuildmat.2005.12.025 ↗
9. Feng, X., Zha, X., and Hao, P. (2011). Research on design technology of TLA modified asphalt mixture. Open Mater. Sci. J., 5.10.2174/1874088X01105010140 ↗
10. Vigneswaran, S., Yun, J., Kim, H., Lee, M.S., and Lee, S.J. (2024). Enhancing Asphalt Binder Performance and Storage Stability with Trinidad Lake Asphalt (TLA). Appl. Sci., 14.10.3390/app14146023 ↗
11. Evaluation of the characteristics of Trinidad Lake Asphalt and Styrene–Butadiene–Rubber compound modified binder10.1016/j.conbuildmat.2019.01.053 ↗
12. Influence of Trinidad Lake Asphalt on the physical and anti-aging properties of petroleum asphalt10.1080/10916466.2017.1396609 ↗
13. Bressi, S., Fiorentini, N., Huang, J., and Losa, M. (2019). Crumb rubber modifier in road asphalt pavements: State of the art and statistics. Coatings, 9.10.3390/coatings9060384 ↗
14. Recycled tyre rubber modified bitumens for road asphalt mixtures: A literature review10.1016/j.conbuildmat.2013.09.007 ↗
15. Energy consumption and environmental impact of rubberized asphalt pavement10.1016/j.jclepro.2018.01.086 ↗
16. Crumb rubber asphalt mixtures: A literature review10.1016/j.conbuildmat.2020.118577 ↗
17. Kaloush, K.E., and Biligiri, K.P. (2011). Asphalt-Rubber Standard Practice Guide, Links.
18. Vigneswaran, S., Yun, J., Jeong, K.D., Lee, M.S., and Lee, S.J. (2023). Effect of Crumb Rubber Modifier Particle Size on Storage Stability of Rubberized Binders. Sustainability, 15.10.3390/su151813568 ↗
19. Yun, J., Vigneswaran, S., Lee, M.S., and Lee, S.J. (2023). A Laboratory Investigation Regarding Storage Stability of the CRM-Modified Bitumen—CRM Processing Method (Untreated vs. Treated). Sustainability, 15.10.3390/su151410825 ↗
20. Yun, J., Vigneswaran, S., Lee, M.S., Choi, P., and Lee, S.J. (2023). Effect of Blending and Curing Conditions on the Storage Stability of Rubberized Asphalt Binders. Materials, 16.10.3390/ma16030978 ↗
21. Performance properties of CRM binders with wax warm additives10.1016/j.conbuildmat.2014.05.052 ↗
22. Performance properties of polymer modified asphalt binders containing wax additives10.1016/j.ijprt.2016.03.004 ↗
23. A new rheological approach to evaluating the aged performance of Crumb Rubber Modified binders10.1080/10298436.2020.1830090 ↗
24. (2013). Standard Test Method for Penetration of Bituminous Materials (Standard No. ASTM D5-06e1).
25. (2018). Standard Test Method for Density of Semi-Solid Asphalt Binder (Pycnometer Method). Annual Book of Standards (Standard No. ASTM D70-18a).
26. (2014). Standard Test Method for Softening Point of Bitumen (Ring-and Ball Apparatus) (Standard No. ASTM D36).
27. (2018). Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester (Standard No. D92-18).
28. (2019). Standard Test Method for Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test) (Standard No. ASTM D2872-19).
29. (2019). Standard Practice for Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV) (Standard No. ASTM D6521-19).
30. (2012). Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR) (Standard No. AASHTO T 313-12).
31. (2013). Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer (Standard No. AASHTO T 316-13).
32. (2012). Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Standard No. AASHTO T 315-12).
33. (2010). Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (Standard No. AASHTO TP 70-10).
34. Ott, R.L., and Longnecker, M. (2016). An Introduction to Statistical Methods and Data Analysis, Cengage Learning.