Ageing properties of warm-mix asphalt containing reclaimed asphalt pavement

Author:

Hasan Wshyar Mohammed1,Sarkar Alireza2

Affiliation:

1. Graduate Research Assistant, Department of Civil Engineering, Islamic Azad University, Science and Research Branch, Tehran, Iran

2. Assistant Professor, Department of Civil Engineering, Islamic Azad University, Science and Research Branch, Tehran, Iran (corresponding author: )

Abstract

A study was undertaken to evaluate the influence of an organic and a chemical additive on the short- and long-term ageing properties of warm-mix asphalt containing reclaimed asphalt pavement. Various mechanical tests, including dynamic creep, indirect tensile strength, semi-circular bending and resilient modulus, were conducted. The results indicated that the mixture containing reclaimed asphalt pavement without additives showed a higher flow number in both non-ageing and ageing processes, indicating higher resistance to rutting. The mixture containing the chemical additive demonstrated higher resistance to moisture susceptibility in comparison to the one with the organic admixture. Moreover, the mixtures containing recycled asphalt pavement and the chemical additive showed higher fracture energy than mixtures containing recycled asphalt pavement and the organic additive, while the latter showed the highest resilient modulus in the non-ageing and ageing process.

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

Reference75 articles.

1. Aashto (American Association of State Highway and Transportation Officials) (1991) T 283: Resistance of compacted asphalt mixtures to moisture-induced damage. AASHTO, Washington, DC, USA.

2. Aashto (2005) R30: Mixture conditioning of hot mix asphalt (HMA). AASHTO, Washington, DC, USA.

3. Cracking performance of rubberized RAP mixtures with Sasobit

4. Warm Mix Asphalt Technology: A Review

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