Abstract
Durability of bituminous mixes is affected by presence or intrusion of moisture into it. The intrusion and amount of trapped moisture largely depend on the air voids present in the mixes. This study explores the combined influence of air voids and hydrated lime (HL, as anti-stripping agent) on moisture-induced damage of bituminous mixes prepared from two different aggregate sources. The aggregates used in the study are siliceous sandstone and basalt. Tensile Strength Ratio (TSR) test was used to determine the moisture susceptibility of bituminous mixes. A higher value of TSR depicts that the mixes are more moisture resistant. TSR was reaffirmed to be lowest at an air void range of about 5% to 13% which is termed as pessimum air void range. At this air void range, moisture gets trapped within the mix, resulting in moisture-induced damage. TSR results showed that bituminous mixes prepared with siliceous sandstone is more susceptible to moisture-induced damage as compared to mixes prepared with basalt. Boil water test reconfirmed the results. Use of HL in bituminous mixes improved its moisture-induced damage resistance only marginally. Thus, moisture-induced damage control at pessimum air void range using anti-stripping agent is not always sufficient. Observations show that air void plays a critical role in moisture-induced damage and control of air void during construction needs to be ensured.
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References
Liddle, G., & Choi, Y. (2007). Case study and test method review on moisture damage. Ausroads Project No. T1135, Austroads Incorporated, Sydney, NSW, Australia.
Abdullah, W. S., Obaidat, M. T., & Abu-Sa’da, N. M. (1998). Influence of aggregate type and gradation on voids of asphalt concrete pavements. Journal of Materials in Civil Engineering, 10(2), 76–85.
Kiggundu, B. M., & Roberts, F. L. (1988). Stripping in HMA mixtures: state of the art and critical review of test methods. Report No.: NCAT Report 88-2, National Centre for Asphalt Technology, Auburn University, Alabama.
Lu, Q. (2005). Investigation of conditions for moisture damage in asphalt concrete and appropriate laboratory test methods. (Unpublished Doctoral Thesis), University of California, Berkeley, 2005 http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.367.594&rep=rep1&type=pdf 26 Dec 2015.
Caro, S., Masad, E., Bhasin, A., & Little, D. N. (2008). Moisture susceptibility of asphalt mixtures, part 1: Mechanisms. International Journal of Pavement Engineering, 9(2), 81–98. https://doi.org/10.1080/10298430701792128
Wang, W., Wang, L., Yan, G., & Zhou, B. (2020). Evaluation on moisture sensitivity of asphalt mixture induced by dynamic pore water pressure. International Journal of Pavement Research and Technology, 13, 489–496.
Chakravarty, H., & Sinha, S. (2020). Moisture damage of bituminous pavements and application of nanotechnology in its prevention. Journal of Materials in Civil Engineering., 32(8), 03120003. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003293
Kringos, N., Scarpas, T., Kasbergen, C., & Selvadurai, P. (2008). Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, part 1: Governing processes and formulations. International Journal of Pavement Engineering, 9(2), 0115–0128. https://doi.org/10.1080/10298430701792185
Kandhal, P. V. (2019). Bituminous Road Construction in India. PHI Learning Private Limited.
Monismith, C. L. (1992). Analytically based asphalt pavement design and rehabilitation. Transportation research record 1354 (pp. 5–26). TRB National Research Council.
Masad, E., Jandhyala, V. K., Dasgupta, N., Somadevan, N., & Shashidhar, N. (2002). Characterization of air void distribution in asphalt mixes using x-ray computed tomography. Journal of Materials in Civil Engineering, 14(2), 122–129.
Chen, S., You, Z., Yang, S.-L., & Zhou, X. (2020). Prediction of the coefficient of permeability of asphalt mixtures using the lattice Boltzmann method. Construction and Building Materials., 240(Apr), 117896. https://doi.org/10.1016/j.conbuildmat.2019.117896
Kaakar, M. R., Hamzah, M. O., & Valentin, J. (2015). A review on moisture damages of hot and warm mix asphalt and related investigations. Journal of Cleaner Production., 99(7), 39–58. https://doi.org/10.1016/j.jclepro.2
Krishnan, M., & Rao, C. L. (2001). Permeability and bleeding of asphalt concrete using mixture theory. International Journal of Engineering Science., 39, 611–627.
Brown, E. R. (1990). Density of Asphalt Concrete—How Much is Needed? NCAT Report 90–03. Auburn University.
Von Quintus, H. L., Scherocman, J. A., Hughes, C. S., & Kennedy, T.W. (1991). Asphalt aggregate mixture analysis system, NCHRP Report 338, Transportation Research Board.
Ministry of Road Transport & Highways (MoRTH). (2013). Specifications for Roads and Bridges. Government of India.
Al-Swailmi, S. H. (1992). Development of a test procedure for water sensitivity of asphalt concrete mixtures. https://ir.library.oregonstate.edu/concern/graduate_thesis_or_dissertations/qf85ng654?locale=en.< Accessed 09 Jan 2017.
Terrel, R. L., & Al-Swailmi, S. (1994). Water sensitivity of asphalt aggregate mixes: Test selection. Rep. No. SHRP-A-403, Strategic Highway Research Program, Washington, D.C.
Che, T., Pan, B., Sha, D., Zhang, Y., & You, Z. (2021). Relationship between air voids and permeability: effect on water scouring resistance in HMA. Journal of Materials in Civil Engineering. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003642
Torres, A.C. (2004). Probabilistic Analysis of Air Void Structure and its Relationship to Permeability and Moisture Damage of Hot Mix Asphalt. Master of Science Thesis. Texas A & M University.
Kök, B. V., Yilmaz, M., & Alataş, T. (2014). Evaluation of the mechanical properties of field- and laboratory-compacted hot-mix asphalt. Journal of Materials in Civil Engineering. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000963
Ghavami, M. S. M., Hosseini, M. S., Zavattieri, P. D., & Haddock, J. E. (2019). Flexible pavement drainage system effectiveness. Construction and Building Materials, 218, 99–107.
Tashman, L., Masad, E., D’Angelo, J., Bukowski, J., & Harman, T. (2002). X-ray tomography to characterize air void distribution in superpave gyratory compacted specimens. International Journal of Pavement Engineering, 3(1), 19–28.
Transportation Research Board. (2003). Moisture sensitivity of asphalt pavements. http://onlinepubs.trb.org/onlinepubs/conf/reports/moisture/00_Front.pdf. Accessed 26 Dec 2015.
Kanitpong, K., Charoentham, N., & Likitlersuang, S. (2012). Investigation on the effects of gradation and aggregate type to moisture damage of warm mix asphalt modified with Sasobit. International Journal of Pavement Engineering, 13(5), 451–458. https://doi.org/10.1080/10298436.2011.565058
Chakravarty, H., Sinha, S., & Kumar, G. (2021). Influence of aggregates on stripping behavior of bituminous mixes. Civil Engineering Journal., 7(3), 531–540.
Tarrer, A. R., & Wagh, V. (1991). The Effect of Physical and Chemical Characteristics of Aggregates on Bonding. Strategic Highway Research Program. National Research Council.
Stuart, K. (1990). Moisture damage in asphalt mixtures—A state-of-the-art report. Rep. No. FHWA-RD-90-019. McLean, VA: Federal Highway Administration.
Anastasio, S. (2015). Evaluation of the effect of aggregate mineralogy on the durability of asphalt pavements. Norwegian University of Science and Technology. https://www.researchgate.net/publication/303768037_Evaluation_of_the_effect_of_aggregate_mineralogy_on_the_durability_of_asphalt_pavements. Accessed 5 Nov 2019.
Zhang, J., Apeagyei, A., Airey, G., & Grenfell, J. (2015). Influence of aggregate mineralogical composition on water resistance of aggregate—bitumen adhesion. International Journal of Adhesion & Adhesives, 62, 45–54.
Kumar, P., & Anand, P. (2012). Laboratory study on moisture susceptibility of dense graded mixes. Journal of Transportation Engineering., 138(1), 105–113. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000306
Petersen, J. C., & Plancher, H. (1998). Model studies and interpretive review of the competitive adsorption and water displacement of petroleum asphalt chemical functionalities on mineral aggregate surfaces. Petroleum Science and Technology, 16(1&2), 89–131.
Little, D. N., & Jones, D. R. (2003). Chemical and mechanical processes of moisture damage in hot-mix asphalt pavements. moisture sensitivity of asphalt pavements. San Diego, California. <http://onlinepubs.trb.org/onlinepubs/conf/reports/moisture/00_FRONT.pdf. 26 Dec 2015.
Hicks, R. G. (1991). Moisture damage in asphalt concrete. NCHRP Synthesis of Highway Practices. No. 175, Transportation Research Board, National Research Council, Washington.
Little, D. N., & Epps, J. A. (2001). The benefits of hydrated lime in hot mix asphalt. Research Report, National Lime Association.
McCann, M., & Sebaaly, P. E. (2003). Evaluation of moisture sensitivity and performance of lime in hot-mix asphalt. Transportation Research Record 1832 (pp. 09–16). Transportation Research Board.
Zeng, M., & Ksaibati, K. (2003). Evaluation of moisture susceptibility of asphalt mixtures containing bottom ash. Transportation Research Board 1832 (pp. 25–33). Transportation Research Board.
Huang, S., Robertson, R. E., Branthaver, J. F., & Petersen, J. C. (2005). Impact of lime modification of asphalt and freeze-thaw cycling on the asphalt-aggregate interaction and moisture resistance damage. Journal of Materials in Civil Engineering, 17(6), 711–718.
Kim, Y.-R., Lutif, J. S., Bhasin, A., & Little, D. N. (2008). Evaluation of moisture damage mechanisms and effects of hydrated lime in asphalt mixtures through measurements of mixture component properties and performance testing. Journal of Materials in Civil Engineering, 20(10), 659–667.
Little, D. N., & Jones, D.R. (2003). Chemical and mechanical processes of moisture damage in hot-mix asphalt pavements. http://onlinepubs.trb.org/onlinepubs/conf/reports/moisture/00_FRONT.pdf. Accessed 26 Dec 2015.
Ishai, I., & Craus, J. (1977). Effect of the filler on aggregate-bitumen adhesion properties in bituminous mixtures. Asphalt Paving Technology, 46, 228–259.
AASHTO (American Association of State Highways and Transport Officials) T283. (2014). Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage. Washington.
ASTM D3625. (2020). Standard practice for effect of water on asphalt-coated aggregate using boiling water. ASTM International, West Conshohocken. www.astm.org.
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The authors are thankful to National Test House, Kolkata and Sophisticated Test and Instrumentation Centre, Cochin for carrying out the elemental and mineralogical testing respectively.
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Conceptualization: HC. Methodology: HC and AK. Formal analysis and investigation: AK. Resources; SS. Writing—original draft preparation: HC and AK. Writing—review and editing: SS. Supervision: SS. All authors have read and agreed to the published version of the manuscript.
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Chakravarty, H., Sinha, S. & Kumar, A. Influence of Air Voids and Aggregates Composition on Moisture Damage Sensitivity of Bituminous Mixes. Int. J. Pavement Res. Technol. 16, 862–872 (2023). https://doi.org/10.1007/s42947-022-00167-w
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DOI: https://doi.org/10.1007/s42947-022-00167-w