Abstract
The main objective of this study is to investigate the influence that asphalt mixture morphology aspects have on its overall ageing behavior. Since mixture morphology is controllable, having insight into how the various morphological parameters influence the mixture’s long-term behavior can be of great value to optimize its design, regardless of the individual material properties. To do so, this study is utilizing a new framework to characterize the combined effect of aggregate packing, average air void size, porosity and level of compaction on ageing for a large set of data from different sources of field compacted and laboratory produced asphalt mixtures. The paper also hypothesizes about the mechanisms that lay behind the found influences and how thus mixture design improvements can be made. From all the investigated cases, it was found that the framework can be used to optimize the durability performance of asphalt mixtures. It was also observed that prediction of ageing behavior without considering the influence of mixture morphology may lead to erroneous conclusions and non-optimal mix design.
Similar content being viewed by others
References
Petersen J, Harnsberger P (1998) Asphalt aging: dual oxidation mechanism and its interrelationships with asphalt composition and oxidative age hardening. Transp Res Rec 1638(1):47–55
Lu X, Isacsson U (2002) Effect of ageing on bitumen chemistry and rheology. Constr Build Mater 16(1):15–22
Fuller WB, Thompson SE (1907) The laws of proportioning concrete. Trans Am Soc Civil Eng 59:67
Wig RJ, Williams CM, Gates ER (1916) Strength and other properties of concrete as affected by materials and methods of preparation. Technical Papers of the Bureau of Standards (58)
Talbot AN, Richart FE (1923) The strength of concrete and its relation to the cement, aggregate and water, vol 137. Bulletin, University of Illinois Engineering Experiment Station, pp 1–118
Nijboer LW (1948) Plasticity as a factor in the design of dense bituminous road carpets. Elsevier, New York
Goode JF, Lufsey LA (1962) A new graphical chart for evaluating aggregate gradations. Proc Assoc Asph Paving Technol 31:176–207
Meininger RC (1992) Effects of aggregates and mineral fillers on asphalt mixture performance. ASTM STP 1147, Philadelphia
Vavrik WR, Pine WJ, Huber G, Carpenter SH, Bailey R (2001) The bailey method of gradation evaluation: the influence of aggregate gradation and packing characteristics on voids in the mineral aggregate. J Assoc Asphalt Paving Technol 70:132–175
Asphalt Institute (2001) Superpave mix design. Lexington
Birgisson B, Ruth BE (2001) Development of tentative guidelines for the selection of aggregate gradations for hot mix asphalt. In: White TD, Johnson SR, Yzenas JJ (eds) Aggregate contribution to hot mix asphalt (HMA) performance, ASTM STP 1412. American Society for Testing and Materials, West Conshohocken
Roque R, Birgisson B, Kim S, Guarin A (2006) Development of mix design guidelines for improved performance of asphalt mixtures. Florida Department of Transportation, final report, UF Project no. 4910-4554-032-12
Guarin A, Roque R, Kim S, Sirin O (2012) Disruption factor of asphalt mixtures. Int J Pavement Eng. doi:10.1080/10298436.2012.727992
Yideti TF, Birgisson B, Jelagin D, Guarin A (2013) Packing theory-based framework to evaluate permanent deformation of unbound granular materials. Int J Pavement Eng 14(3):309–320
Yideti TF, Birgisson B, Jelagin D, Guarin A (2013) Packing theory-based framework for evaluating the resilient modulus of unbound granular materials. Int J Pavement Eng. doi:10.1080/10298436.2013.857772
Lira B, Jelagin D, Birgisson B (2012) Gradation-based framework for asphalt mixture. Mater Struct. doi:10.1617/s11527-012-9982-3
Lira B, Jelagin D, Birgisson B (2012) Binder distribution model for asphalt mixtures based on packing of the primary structure. Int J Pavement Eng (Under review)
Birgisson B, Roque R, Tia M, Masad EA (2005) Development and evaluation of test methods to evaluate water damage and effectiveness of antistripping agents. Florida Department of Transportation, final report, UF Project no. 4910-4504-722-12
Nukunya B, Roque R, Tia M, Birgisson B (2001) Evaluation of VMA and other volumetric properties as criteria for the design and acceptance of superpave mixtures. J Assoc Asphalt Paving Technol 70:38–69
Ruth BE, Roque R, Nukunya B (2002) Aggregate gradation characterization factors and their relationship to fracture energy and failure strain on asphalt mixtures. J Assoc Asphalt Paving Technol 71:310–344
FHWA (1998) Performance of coarse-graded mixes at WesTrack-premature rutting. Final report, USA
Powell RB (2001) As-Built Properties of Experimental Sections on the 2000 NCAT Pavement Test Track. NCAT Report
Kandhal P, Chakraborty S (1996) Effect of asphalt film thickness on short- and long-term aging of asphalt paving mixtures. Transp Res Rec 1535(1):83–90
Pellinen TK (2001) Investigation of the use of dynamic modulus as an indicator of hot-mix asphalt performance. Ph.D. thesis, Arizona State University, USA
Cooke A, Rowe R (1999) Extension of porosity and surface area models for uniform porous media. J Environ Eng 125(2):126–136
White TD (1985) Marshall procedures for design and quality control of asphalt mixtures. J Assoc Asphalt Paving Technol 54:265–284
Acknowledgments
The authors would like to kindly acknowledge the Swedish Transport Administration (Trafikverket) for providing financial support for the project under which this research was performed.
Author information
Authors and Affiliations
Corresponding author
Appendix 1
Appendix 1
See Table 3.
Rights and permissions
About this article
Cite this article
Das, P.K., Birgisson, B., Jelagin, D. et al. Investigation of the asphalt mixture morphology influence on its ageing susceptibility. Mater Struct 48, 987–1000 (2015). https://doi.org/10.1617/s11527-013-0209-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1617/s11527-013-0209-z