Cracking resistance evaluation of asphalt binders subjected to different laboratory and field aging conditions
- 5 June 2019
- journal article
- research article
- Published by Taylor & Francis in Road Materials and Pavement Design
- Vol. 20 (sup2) , S663-S677
Abstract
The ability of the Pressure Aging Vessel (PAV) to properly simulate the long-term aging characteristics of asphalt binders has been questioned by researchers in the recent years. Several research efforts have indicated that the current PAV protocol may age the materials significantly less severely than the actual environmental field agents. Alternatively, updates on the current PAV testing procedures have been proposed to age the binders for 20 or even 60 h beyond the current 20 h. A protocol with very thin binder films, named as Universal Aging Test, has also been recommended by the Western Research Institute. Thermal aging with the combination of ultraviolet radiation exposition and heating has also been regarded as a possible more realistic route. This work aims to evaluate the cracking characteristics of nine unmodified and three modified (by SBS, ground tire rubber, and TLA) asphalt binders aged by different testing methodologies, i.e. a thermal route with changing exposition times and an ultraviolet route. The carbonyl index and the benzylic hydrogen content obtained by Fourier Transform Infrared Spectroscopy and Nuclear Magnetic Resonance, respectively, were evaluated to identify the chemical effects of the different aging strategies. The cracking resistance of the aged binders was evaluated by means of the Glover–Rowe (GR) parameter and of LAS test results. The GR results showed that the critical block-cracking zone could be reached by the two routes, being the oxidative effect that happens in the field more evident in the UV radiation route. Larger values of the benzylic hydrogen were observed for the materials deriving from a deasphalting residue process, resulting in higher susceptibility to aging. The carbonyl index was very sensitive to UV aging and presented in general larger values than the other aging strategies. The presence of an elastomeric modifier apparently protected the SBS and GTR samples against UV aging.Keywords
Funding Information
- Brazilian National Council for Scientific and Technological Development
- Brazilian Coordination for the Improvement of Higher Education Personnel
This publication has 9 references indexed in Scilit:
- Characterising the long-term rejuvenating effectiveness of recycling agents on asphalt blends and mixtures with high RAP and RAS contentsRoad Materials and Pavement Design, 2017
- Cracking of asphalt pavements and the development of specifications with rheological measurements2016
- Study of UV rays effects on the evolution of bituminous mix behaviour2016
- The Influence of Binder Rheology on the Cracking of Asphalt Mixes in Airport and Highway ProjectsJournal of Testing and Evaluation, 2014
- Simplification of Linear Amplitude Sweep Test and Specification ParameterTransportation Research Record: Journal of the Transportation Research Board, 2013
- Using Black Space Diagrams to Predict Age-Induced Cracking2012
- Asphalt Oxidation Mechanisms and the Role of Oxidation Products on Age Hardening RevisitedRoad Materials and Pavement Design, 2011
- Ageing by UV radiation of an elastomer modified bitumenFuel, 2008
- Effects of Film Thickness, Wavelength, and Carbon Black on Photodegradation of AsphaltJournal of the Japan Petroleum Institute, 2005