Aging is a crucial factor in pavement performance and being able to determine its effect on a mixture is necessary to link its initial properties to the properties over time in order to ensure the intended service life. This is becoming more important now that climate change leads to increased variation in weather conditions, while environmental considerations cause changes in the constituent materials that are used. As a result, past experience is becoming less reliable. In this paper, the USA and European approaches to aging are compared, showing that those contain the same test equipment and almost identical conditions for aging. This allows the exchange of data and experience. The current tests are suitable for binders and give an indication of the sensitivity to aging. For short term aging, Rolling Thin Film Oven Test (RTFOT) conditioning gives a reasonable indication of bitumen aging during asphalt concrete production and construction. This only holds for penetration grade binders during hot mix production and construction. For long term aging, because of the many variables involved, developing a single test method to characterize aging sensitivity seems impossible. However, using more elaborate protocols in existing, practical tests can provide more information and the necessary input for kinetic aging expressions. A pressure aging vessel (PAV) protocol for testing at two temperatures and time intervals, specifically at 90 and 100 degrees Celsius and for 20 and 40 hours, respectively, is suggested. Using the same conditioning in characterizing materials for pavement construction and research will facilitate the exchange of data and enable faster developments.
[1]
Fred Turner,et al.
Impact of Water on Asphalt Aging
,
2012
.
[2]
A F Verhasselt,et al.
COMPARING FIELD AND LABORATORY AGING OF BITUMENS ON A KINETIC BASIS
,
1993
.
[3]
John F. Schabron,et al.
Low-Temperature Oxidation Kinetics of Asphalt Binders
,
2013
.
[4]
Charles J. Glover,et al.
An Accelerated Method for Determining Asphalt Oxidation Kinetics Parameters for Use in Pavement Oxidation and Performance Modeling
,
2014
.
[5]
C. Nicholls,et al.
BitVal: Analysis of Available Data for Validation of Bitumen Tests
,
2006
.
[6]
J. C. Petersen,et al.
Asphalt Oxidation Mechanisms and the Role of Oxidation Products on Age Hardening Revisited
,
2011
.
[7]
R. L. Griffin,et al.
MICROFILM DURABILITY TEST FOR ASPHALT
,
1955
.
[8]
Jung-Do Huh,et al.
Modeling of Oxidative Aging Behavior of Asphalts from Short-Term, High-Temperature Data as a Step toward Prediction of Pavement Aging:
,
1996
.
[9]
A. Martínez,et al.
Effect of Filler on the Aging Potential of Asphalt Mixtures
,
2005
.
[10]
P Michael Harnsberger,et al.
EVALUATION OF OXIDATION IN ASPHALT PAVEMENT TEST SECTIONS AFTER FOUR YEARS OF SERVICE
,
2006
.