Abstract
Long-term aging of an asphalt mixture is complicated, but can be simulated in the laboratory. The objective of this study was to investigate the influence of long-term aging on moisture susceptibility of foamed warm mix asphalt (WMA) mixtures containing moist aggregate. Weight loss, indirect tensile strength (ITS) of dry and conditioned specimens, and deformation (flow) were measured for all mixtures. The experimental design included two aggregate moisture contents (0 and ~0.5% by weight of the dry mass of the aggregate); two lime contents (1 and 2% lime by weight of dry aggregate) and one liquid anti-stripping agent (ASA); one foaming WMA additive (Asphamin) and two foaming water contents (2 and 3%); and two aggregate sources. A common long-term aging procedure was used in this study. A total of 64 mixtures were evaluated and 256 specimens were made and tested in this study. The test results indicated that long-term aging improved the moisture resistance of WMA mixtures regardless of the ASA and moisture conditioning. In addition, aggregate source significantly affected the moisture resistance regardless of the foaming technology, ASA, and aggregate moisture content. The mixture with various hydrated lime contents exhibited similar moisture resistance under dry and wet conditions. The liquid ASA used in the WMA mixture showed a weaker resistance to the moisture damage in comparison with hydrated lime.
Similar content being viewed by others
References
D’Angelo J, Harm E, Bartoszek J, Baumgardner G, Corrigan M, Cowsert J, Harman T, Jamshidi M, Jones W, Newcomb D, Prowell B, Sines R, Yeaton B (2008) Warm mix asphalt: european practice. Publication FHWA-PL-08-007. FHWA, U.S. Department of Transportation
Prowell BD, Hurley GC (2007) Warm-mix asphalt: best practices. National Asphalt Pavement Association, Lanham
Hurley C, Prowell B (2006) Evaluation of potential processes for use in warm mix asphalt. AAPT 75:41–90
Middleton B, Forfylow RW (2009) Evaluation of warm-mix asphalt produced with the double barrel green process. TRR 2126:19–26
Wielinski J, Hand A, Rausch DM (2009) Laboratory and field evaluations of foamed warm-mix asphalt projects. TRR 2126:125–131
Mogawer W, Austerman A, Bonaquist R (2009) Evaluating effects of warm-mix asphalt technology additive dosages on workability and durability of asphalt mixtures containing recycled asphalt pavement. In: TRB 88th annual meeting (CD-ROM), Washington
Diefenderfer SD, McGhee KK, Donaldson BM (2007) Installation of warm mix asphalt projects in Virginia. FHWA/VTRC 07-R25, Virginia Department of Transportation
Hodo W, Kvasnak A, Brown ER (2009) Investigation of foamed asphalt (warm mix asphalt) with high reclaimed asphalt pavement (RAP) content for sustainment and rehabilitation of asphalt pavement. In: TRB 88th annual meeting (CD-ROM), Washington
Tao M, Mallick R (2009) Evaluation of effects of warm-mix asphalt additives on properties of reclaimed asphalt pavement material. TRR 2126:151–160
Wayne H (2009) Field and laboratory investigation of foamed asphalt (warm-mix asphalt) with high recycled asphalt pavement content for sustainment and rehabilitation of asphalt pavement. In:TRB 88th annual meeting (CD-ROM), U.S. Army Engineer Research and Development Center, Washington
Xiao F, Jordan J, Amirkhanian S (2009) Laboratory investigation of moisture damage in warm-mix asphalt containing moist aggregate. TRR 2126:115–124
Xiao F, Amirkhanian S, Putman B (2010) Evaluation of rutting resistance in warm mix asphalts containing moist aggregate, TRR (in press)
Virgili A, Partl MN, Grilli A, Santagata F (2008) Damage model for environmental conditioned fatigue test with CAST. Fatigue Fract Eng Mater Struct Nr31:967–979
Xiao F, Amirkhanian SN (2010) Effects of liquid antistrip additives on rheology and moisture susceptibility of water bearing warm mixtures. Construct Build Mater 24(9):1649–1655
Huang SC, Zeng ML (2007) Characterization of aging effect on rheological properties of asphalt-filler systems. International Journal of Pavement Engineering 8(3):213–223
Gandhi T (2008) Effects of warm asphalt additives on asphalt binder and mixture properties. Ph.D. dissertation, Clemson University, Clemson
Zoorob SE, Suparma LB (2000) Laboratory design and investigation of the properties of continuously graded asphaltic concrete containing recycled plastics aggregate replacement (Plastiphalt). Cem Concr Compos 22:233–242
Roberts FL, Kandhal PS, Brown ER, Lee D, Kennedy TW (1996) Hot mix asphalt materials, mixture design, and construction. NAPA Research and Education Foundation, Landham
Xiao F, Zhao W, Gandhi T, Amirkhanian SN (2010) Influence of anti-stripping additive on moisture susceptibility of warm mix asphalt mixture. Journal of Materials in Civil Engineering (ASCE) 22(10):1047–1055
Freeman RB, Burati JL, Amirkhanian SN, Bridges WC (1989) Polyester fibers in asphalt paving mixtures. Journal of the Association of Asphalt Paving Technologists 58:387–409
Acknowledgements
Financial support was made through a grant from South Carolina’s Department of Transportation (SCDOT) and the Asphalt Rubber Technology Service (ARTS) of Clemson University.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Punith, V.S., Xiao, F., Putman, B. et al. Effects of long-term aging on moisture sensitivity of foamed WMA mixtures containing moist aggregates. Mater Struct 45, 251–264 (2012). https://doi.org/10.1617/s11527-011-9763-4
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1617/s11527-011-9763-4