Abstract

Asphalt is the most commonly used material for pavement construction around the world, and therefore, it is vital to acquaint a practice that restores the reclaimed asphalt pavement (RAP) binder properties to the required level of performance by adding proper rejuvenators. However, a rejuvenator may perform better in the early stages of its application but may not necessarily perform better in the long run. The aim of this study is to assess the rejuvenation effect on the aging resistance of RAP binder in long-life performance through applying artificial aging. In this study, base virgin binder of pen grade 60/70 and RAP binder rejuvenated with Cereclor were subjected to artificial aging to simulate the short- and long-term aging effects. Penetration, softening point, ductility, and viscosity; saturates, aromatics, resins, and asphaltene (SARA) fractionation; and Fourier-transform infrared (FTIR) spectroscopy, bending beam rheometer (BBR), and dynamic shear rheometer (DSR) tests were conducted to evaluate the potential improvements in various properties of RAP binder. The results indicated that the physical, fractional composition, rheological, and aging resistance of RAP binder improved through the rejuvenation mechanism. Therefore, the rejuvenator improved the chemical structure through re-balancing the constituents in the colloidal system, even after long-term re-aging, which proves it to be an aging-resistant binder. Furthermore, it has been concluded that Cereclor has substantial rejuvenation potential even after applying artificial aging, and it can be utilized in pavement recycling to achieve long-life performance. Furthermore, the results depict good correlations between the physical, rheological, and chemical parameters of virgin and RAP binder.

Highlights

  • Declining natural resources have urged for the sustainable construction and recycling of constituent pavement materials

  • The results indicated that the physical, fractional composition, rheological, and aging resistance of reclaimed asphalt pavement (RAP) binder improved through the rejuvenation mechanism

  • The material extracted from the removal, milling action, and crushing of existing pavements is termed as reclaimed asphalt pavement (RAP)

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Summary

Introduction

Declining natural resources have urged for the sustainable construction and recycling of constituent pavement materials. Asphalt pavements have been attaining the milestone of new roads and the rehabilitation of existing roads in Pakistan. The material extracted from the removal, milling action, and crushing of existing pavements is termed as reclaimed asphalt pavement (RAP). Recycling of asphalt pavement is a valuable technique to target economic and sustainable development in pavement engineering [1]. Utilization of RAP initially started in the early 1980s in the United States of America (USA) with the analysis of several factors and spread globally with energy constraints [2,3]. Prior literature offers a significant indication of recycled materials used in pavement construction in Illinois [4,5,6]

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