TECHNICAL PAPERS
Feb 1, 2010

Influence of Recycled Asphalt Pavement on Fatigue Performance of Asphalt Concrete Base Courses

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 6

Abstract

This paper presents the physical properties of recycled asphalt pavement (RAP) and its influence on the mechanical performance of a binder course asphalt pavement mix. A series of binder course mixes were designed containing varying percentages of RAP. A mix made from only virgin material was selected as the control mix for the investigation. The effect of introducing RAP into the binder course mix was evaluated through a series of laboratory tests including the Marshall test, the indirect tensile stiffness modulus test, the indirect tensile fatigue test and the water sensitivity test. A circular wheel track (CWT) was developed in order to study the dynamic effects of a rolling wheel traveling over an asphalt pavement. The CWT was commissioned within a temperature controlled room along with a customized data acquisition system. The system involves the testing of rectangular slabs and allows for the investigation of dynamic tensile strain. The laboratory tests have shown that the introduction of RAP to the binder course mix resulted in an improvement in all mechanical properties. In particular, it was found that the mix containing up to 30% RAP, displayed improved fatigue resistance relative to the control mix manufactured from virgin materials.

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Acknowledgments

The writers wish to thank Mr. Tom Webster, University College Dublin for his assistance with the laboratory testing, Enterprise Ireland (ATRP\02\413) for providing funding for this research, Roadstone Dublin Ltd. for supplying raw materials, Shell Bitumen Ireland for supplying the bitumen, and Dr. Anton Hartman, Africon Engineering International for providing advice during the CWT test design.

References

Aravind, K., and Das, A. (2007). “Pavement design with central plant hot-mix recycled asphalt mixes.” Constr. Build. Mater., 21(5), 928–936.
British Standard Institution (BSI). (1985). “Part 103.1. Testing aggregates. Method for determination of particle size distribution—Sieve test.” BS 812, London.
British Standard Institution (BSI). (1993). “Method for determination of the indirect tensile stiffness modulus of bituminous mixtures.” DD 213, London.
British Standard Institution (BSI). (1995). “Part 2. Testing aggregates. Method for determination of density.” BS 812, London.
British Standard Institution (BSI). (1997). “Method for determination of the fatigue characteristics of bituminous mixtures using indirect tensile fatigue.” DD ABF, London.
British Standard Institution (BSI). (2004). “Part 107. Sampling and examination of bituminous mixtures for roads and other paved areas. Method of test for the determination of the composition of design surface course rolled asphalt.” BS 598, London.
British Standard Institution (BSI). (2005). “Part 1. Coated macadam for roads and other paved areas. Specification for constituent materials and mixtures.” BS 4987, London.
Collins, R. J., Dunster, A., and Kennedy, J. (2004). Improving specifications for the use of recycled and secondary aggregates in construction, WRAP, Oxon, U.K.
EPA. (2006). National waste report, Environmental Protection Agency, Dublin, Ireland.
European Asphalt Pavement Association (EAPA). (2007). Asphalt in figures 2007, ⟨www.eapa.org⟩ (Feb. 19, 2007).
Fitzsimons, L., and Gibney, A. (2004). “Recycled glass in hot rolled asphalt wearing course mix.” Proc., Int. Conf. on Sustainable Waste Management and Recycling: Challenges and Opportunities, Kingston University, M. C. Lambachiya and J. J. Roberts, eds., Thomas Telford, London, 187–196.
Gerardu, J. J. A., and Hendriks, C. F. (1985). “Recycling of road pavement materials in the Netherlands.” No. 38, Rijkswaterstaat Communications, The Hague, The Netherlands.
Hartman, A. M., and Gilchrist, M. D. (2004). “Evaluating four-point bend fatigue of asphalt mix using image analysis.” J. Mater. Civ. Eng., 16(1), 60–68.
Hartman, A. M., Gilchrist, M. D., and Nolan, D. (2001a). “Wheel-tracking fatigue simulation of bituminous mixtures.” Int. J. of Road Mater. Pavement, 2(2), 141–160.
Hartman, A. M., Gilchrist, M. D., and Walsh, G. (2001b). “Effect of mixture compaction on indirect tensile stiffness and fatigue.” J. Transp. Eng., 127(5), 370–378.
Irish Standards. (1998a). “Part 23. Bituminous mixtures. Test methods for hot mix asphalt. Determination of the indirect tensile strength of bituminous specimens.” IS EN 12697, Dublin, Ireland.
Irish Standards. (1998b). “Part 39. Bituminous mixtures. Test methods for hot mix asphalt. Binder content by ignition.” IS EN 12697, Dublin, Ireland.
Irish Standards. (2003). “Part 12. Bituminous mixtures. Test methods for hot mix asphalt. Determination of the water sensitivity of bituminous specimens.” IS EN 12697, Dublin, Ireland.
Irish Standards. (2005). “Part 8. Bituminous mixtures. Material specifications. Reclaimed asphalt.” IS EN 13108, Dublin, Ireland.
Irish Standards. (2007). “Part 31. Bituminous mixtures. Test methods for hot mix asphalt. Specimen preparation by gyratory compactor.” IS EN 12697, Dublin, Ireland.
Jansen, G. M. T., and Put, J. (2004). “Use of recycled materials in construction.” Proc., Int. Workshop on Recycled Material in Pavement Design, C. McNally, A. Gibney, and M. D. Gilchrist, eds., Univ. College Dublin, Dublin, Ireland, 43–48.
Jooste, F., Verhaeghe, B., and Crawford, A. (1999). “Asphalt strain response under moving wheel loads.” Proc., 7th Conf. Asphalt Pavements for Southern Africa, Victoria Falls, Zimbabwe, Aug. 29–Sep. 2, 1999.
Karlsson, R., and Isacsson, U. (2006). “Material related aspects of asphalt recycling state of the art.” J. Mater. Civ. Eng., 18(1), 81–92.
Khalaf, F. M. (2004). “Recycling of clay bricks as aggregate in asphalt concrete.” Proc., Int. RILEM Conf. Use of Recycled Materials in Buildings and Structures, E. Vázquez, Ch. F. Hendriks, and G. M. T. Janssen, eds., RILEM, France, 56–65.
National Roads Authority (NRA). (2005). Manual of contract documents for road works, series 900, National Roads Authority, Dublin, Ireland.
National Cooperative Highway Research Program (NCHRP). (2001). “Recommended use of reclaimed asphalt pavement in the superpave mix design method: Guidelines.” Research results digest no. 253, Transport Research Board, National Research Council, Washington, D.C.
National Cooperative Highway Research Program (NCHRP). (2007). “Improved conditioning and testing procedures for HMA moisture susceptibility, Project 9–34.” Rep. No. 589, Transportation Research Board, National Research Council, Washington, D.C.
Pereira, P. A. A., Oliveira, J. R. M., and Picado-Santos, L. G. (2004). “Mechanical characterisation of hot mix recycled materials.” Int. J. Pavement Eng., 5(4), 211–220.
Rudden, P. J. (2004). “Construction and demolition waste recycling-part of national waste strategy.” Proc., Int. Workshop on Recycled Material in Pavement Design, C. McNally, A. Gibney, and M. D. Gilchrist, eds., Univ. College Dublin, Dublin, Ireland, 1–16.
Shell Bitumen. (1991). The Shell Bitumen handbook, Shell Bitumen, U.K.
Sherwood, P. T. (2001). Alternative materials in road construction, 2nd Ed., Thomas Telford, London.
Shu, X., Huang, B., and Vukosavljevic, D. (2008). “Laboratory evaluation of fatigue characteristics of recycled asphalt mixture.” Constr. Build. Mater., 22(7), 1323–1330.
UTHSCSA. (2005). Image tool version 3.00, Univ. of Texas Health Science Center, Dept. of Dental Diagnostic Science, San Antonio.
Ullidtz, P. (1998). Modeling flexible pavement response and performance, Polyteknisk Forlag, Copenhagen, Denmark.
Von Quintus, H. L., Scherocman, J. A., Hughies, C. S., and Kennedy, T. W. (1991). “Asphalt aggregate analysis system (AAMAS).” National Cooperative Highway Research Program Rep. No. 338, Transportation Research Board, National Research Council, Washington, D.C.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 6June 2010
Pages: 643 - 650

History

Received: Dec 16, 2008
Accepted: Jan 29, 2010
Published online: Feb 1, 2010
Published in print: Jun 2010

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Authors

Affiliations

Amir Tabaković [email protected]
Postdoctoral Researcher, School of Architecture, Landscape, and Civil Engineering, Univ. College Dublin, Dublin, Ireland. E-mail: [email protected]
Amanda Gibney [email protected]
Lecturer, School of Architecture, Landscape, and Civil Engineering, Univ. College Dublin, Dublin, Ireland (corresponding author). E-mail: [email protected]
Ciaran McNally [email protected]
Research Engineer, School of Architecture, Landscape, and Civil Engineering, Univ. College Dublin, Dublin, Ireland. E-mail: [email protected]
Michael D. Gilchrist [email protected]
Associate Professor, School of Electrical, Electronic, and Mechanical Engineering, Univ. College Dublin, Dublin, Ireland; and, Adjunct Professor, School of Human Kinetics, Univ. of Ottawa, Ontario K1N 6N5, Canada. E-mail: [email protected]

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