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

Author:

Vigneswaran Shyaamkrishnan1ORCID,Yun Jihyeon1ORCID,Lee Moon-Sup2ORCID,Jeong Kyu-Dong2,Lee Soon-Jae1ORCID

Affiliation:

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

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

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.

Funder

2024 National Highway Pavement Management System

Publisher

MDPI AG

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5. Yan, K., and You, L. (2014). Investigation of Complex Modulus of Asphalt Mastic by Artificial Neural Networks, NISCAIR-CSIR.

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