Assessment of a Hot-Mix Asphalt Using Recycled Concrete Aggregate. Case of Study: High Temperature Climate
Published
Nov 29, 2023
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Hermes Ariel Vacca-Gamez
https://orcid.org/0000-0003-3159-6997
José Elvert Rubio-Tafur
https://orcid.org/0000-0003-3395-5922
Hernán Camilo Moreno-Chaparro
https://orcid.org/0000-0003-1777-0717
Hugo Alexander Rondon-Quintana
https://orcid.org/0000-0003-2946-9411
https://orcid.org/0000-0003-3159-6997
José Elvert Rubio-Tafur
https://orcid.org/0000-0003-3395-5922
Hernán Camilo Moreno-Chaparro
https://orcid.org/0000-0003-1777-0717
Hugo Alexander Rondon-Quintana
https://orcid.org/0000-0003-2946-9411
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Abstract
In road infrastructure projects large quantities of naturally occurring aggregates (NA) are exploited and used to form asphalt layers in pavement structures. To reduce the negative environmental impact generated by this practice, these materials could be replaced by recycled concrete aggregates (RCA). In the present research, the change in stiffness under cyclic loading (resilient modulus – RM) and resistance to permanent deformation of an asphalt concrete mixture (HMA) was measured and evaluated when the coarse fraction (gravel and sand) of an NA is replaced by RCA in proportions of 20%, 40% and 80% concerning mass. The RM and permanent deformation were measured because Colombia is a country where high-temperature climate predominates, in one of the main damage mechanisms of HMAs is rutting. The results indicated an increase in the RM and the resistance to rutting of the HMA analyzed for any percentage of substitution. That is, the use of RCA as a substitute for NA could be a sustainable alternative, while at the same time, it could help increase the rutting resistance of HMA.
Keywords
Mezcla asfáltica, HMA, agregado reciclado de concreto, RCA, módulo resiliente, ahuellamientoHot-mix asphalt, HMA, recycled concrete aggregate, RCA, resilient modulus, rutting
References
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[22] H. Qasrawi y I. Asi, «Effect of bitumen grade on hot asphalt mixes properties prepared using recycled coarse concrete aggregate», Constr. Build. Mater., vol. 121, pp. 18-24, sep. 2016, doi: 10.1016/j.conbuildmat.2016.05.101.
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[29] B. Gómez-Meijide, I. Pérez, G. Airey, y N. Thom, «Stiffness of cold asphalt mixtures with recycled aggregates from construction and demolition waste», Constr. Build. Mater., vol. 77, pp. 168-178, feb. 2015, doi: 10.1016/j.conbuildmat.2014.12.045.
[30] B. Gómez-Meijide y I. Pérez, «Effects of the use of construction and demolition waste aggregates in cold asphalt mixtures», Constr. Build. Mater., vol. 51, pp. 267-277, ene. 2014, doi: 10.1016/j.conbuildmat.2013.10.096.
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[32] I. Pérez, M. Toledano, J. Gallego, y J. Taibo, «Mechanical properties of hot mix asphalt made with recycled aggregates from reclaimed construction and demolition debris», Mater. Constr., vol. 57, n.o 285, Art. n.o 285, mar. 2007, doi: 10.3989/mc.2007.v57.i285.36.
[33] I. Pérez, A. R. Pasandín, y L. Medina, «Hot mix asphalt using C&D waste as coarse aggregates», Mater. Des. 1980-2015, vol. 36, pp. 840-846, abr. 2012, doi: 10.1016/j.matdes.2010.12.058.
[34] M. M. de Farias, F. Q. Sinisterra, y H. A. R. Quintana, «Behavior of a hot mix asphalt made with recycled concrete aggregate and crumb rubber», Can. J. Civ. Eng., dic. 2018, doi: 10.1139/cjce-2018-0443.
[35] J. Zhu, S. Wu, J. Zhong, y D. Wang, «Investigation of asphalt mixture containing demolition waste obtained from earthquake-damaged buildings», Constr. Build. Mater., vol. 29, pp. 466-475, abr. 2012, doi: 10.1016/j.conbuildmat.2011.09.023.
[36] A. R. Pasandín y I. Pérez, «Mechanical properties of hot-mix asphalt made with recycled concrete aggregates coated with bitumen emulsion», Constr. Build. Mater., vol. 55, pp. 350-358, mar. 2014, doi: 10.1016/j.conbuildmat.2014.01.053.
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[2] E. H. Sanchez-Cotte, L. Fuentes, G. Martinez-Arguelles, H. A. R. Quintana, L. F. Walubita, y J. M. Cantero-Durango, «Influence of recycled concrete aggregates from different sources in hot mix asphalt design», Constr. Build. Mater., vol. 259, p. 120427, 2020.
[3] A. Albayati, Y. Wang, Y. Wang, y J. Haynes, «A sustainable pavement concrete using warm mix asphalt and hydrated lime treated recycled concrete aggregates», Sustain. Mater. Technol., vol. 18, p. e00081, 2018.
[4] P. Mikhailenko, M. Rafiq Kakar, Z. Piao, M. Bueno, y L. Poulikakos, «Incorporation of recycled concrete aggregate (RCA) fractions in semi-dense asphalt (SDA) pavements: Volumetrics, durability and mechanical properties», Constr. Build. Mater., vol. 264, p. 120166, dic. 2020, doi: 10.1016/j.conbuildmat.2020.120166.
[5] C. M. Nwakaire, S. P. Yap, C. W. Yuen, C. C. Onn, S. Koting, y A. M. Babalghaith, «Laboratory study on recycled concrete aggregate based asphalt mixtures for sustainable flexible pavement surfacing», J. Clean. Prod., vol. 262, p. 121462, jul. 2020, doi: 10.1016/j.jclepro.2020.121462.
[6] A. Alnedawi y M. A. Rahman, «Recycled Concrete Aggregate as Alternative Pavement Materials: Experimental and Parametric Study», J. Transp. Eng. Part B Pavements, vol. 147, n.o 1, p. 04020076, mar. 2021, doi: 10.1061/JPEODX.0000231.
[7] C. Maduabuchukwu Nwakaire, S. Poh Yap, C. Chuen Onn, C. Wah Yuen, y H. Adebayo Ibrahim, «Utilisation of recycled concrete aggregates for sustainable highway pavement applications; a review», Constr. Build. Mater., vol. 235, p. 117444, feb. 2020, doi: 10.1016/j.conbuildmat.2019.117444.
[8] F. R. Lizcano y H. R. Quintana, Pavimentos: Materiales, construcción y diseño. Ecoe Ediciones, 2015.
[9] A. Abedalqader, N. Shatarat, A. Ashteyat, y H. Katkhuda, «Influence of temperature on mechanical properties of recycled asphalt pavement aggregate and recycled coarse aggregate concrete», Constr. Build. Mater., vol. 269, p. 121285, feb. 2021, doi: 10.1016/j.conbuildmat.2020.121285.
[10] J. G. Bastidas-Martínez, H. A. Rondón-Quintana, y C. A. Zafra-Mejía, «Study of hot mix asphalt containing recycled concrete aggregates that were mechanically treated with a Los Angeles machine», vol. 10, pp. 226-243, 2019.
[11] M. Upshaw y C. S. Cai, «Critical Review of Recycled Aggregate Concrete Properties, Improvements, and Numerical Models», J. Mater. Civ. Eng., vol. 32, n.o 11, p. 03120005, 2020.
[12] H. A. Rondón-Quintana, C. A. Zafra-Mejía, y J. C. Ruge-Cárdenas, «Substitution by Mass and Volume of a Natural Aggregate with Recycled Concrete Aggregate in an Asphalt Mixture», Int. J. Adv. Sci. Technol., vol. 29, n.o 04, Art. n.o 04, oct. 2020.
[13] S. Paranavithana y A. Mohajerani, «Effects of recycled concrete aggregates on properties of asphalt concrete», Resour. Conserv. Recycl., vol. 48, n.o 1, pp. 1-12, 2006.
[14] M. Arabani y A. R. Azarhoosh, «The effect of recycled concrete aggregate and steel slag on the dynamic properties of asphalt mixtures», Constr. Build. Mater., vol. 35, pp. 1-7, 2012.
[15] A. R. Pasandín y I. Pérez, «Laboratory evaluation of hot-mix asphalt containing construction and demolition waste», Constr. Build. Mater., vol. 43, pp. 497-505, 2013.
[16] A. I. Kareem, H. Nikraz, y H. Asadi, «Characterization of Asphalt Mixtures Containing Double-Coated Recycled Concrete Aggregates», J. Mater. Civ. Eng., vol. 32, n.o 2, p. 04019359, feb. 2020, doi: 10.1061/(ASCE)MT.1943-5533.0003028.
[17] M. M. Rafi, A. Qadir, y S. H. Siddiqui, «Experimental testing of hot mix asphalt mixture made of recycled aggregates», Waste Manag. Res., vol. 29, n.o 12, pp. 1316-1326, 2011.
[18] I. Pérez, A. R. Pasandín, y J. Gallego, «Stripping in hot mix asphalt produced by aggregates from construction and demolition waste», Waste Manag. Res., vol. 30, n.o 1, pp. 3-11, 2012.
[19] A. R. Pasandín y I. Pérez, «Effect of ageing time on properties of hot-mix asphalt containing recycled concrete aggregates», Constr. Build. Mater., vol. 52, pp. 284-293, 2014.
[20] M. S. Pourtahmasb y M. R. Karim, «Performance Evaluation of Stone Mastic Asphalt and Hot Mix Asphalt Mixtures Containing Recycled Concrete Aggregate», Adv. Mater. Sci. Eng., vol. 2014, p. 863148, sep. 2014, doi: 10.1155/2014/863148.
[21] S. Fatemi y R. Imaninasab, «Performance evaluation of recycled asphalt mixtures by construction and demolition waste materials», Constr. Build. Mater., vol. 120, pp. 450-456, sep. 2016, doi: 10.1016/j.conbuildmat.2016.05.117.
[22] H. Qasrawi y I. Asi, «Effect of bitumen grade on hot asphalt mixes properties prepared using recycled coarse concrete aggregate», Constr. Build. Mater., vol. 121, pp. 18-24, sep. 2016, doi: 10.1016/j.conbuildmat.2016.05.101.
[23] Z. Zhang, K. Wang, H. Liu, y Z. Deng, «Key performance properties of asphalt mixtures with recycled concrete aggregate from low strength concrete», Constr. Build. Mater., vol. 126, pp. 711-719, nov. 2016, doi: 10.1016/j.conbuildmat.2016.07.009.
[24] I. Pérez y A. R. Pasandín, «Moisture damage resistance of hot-mix asphalt made with recycled concrete aggregates and crumb rubber», J. Clean. Prod., vol. 165, pp. 405-414, nov. 2017, doi: 10.1016/j.jclepro.2017.07.140.
[25] Y. D. Wong, D. D. Sun, y D. Lai, «Value-added utilisation of recycled concrete in hot-mix asphalt», Waste Manag., vol. 27, n.o 2, pp. 294-301, ene. 2007, doi: 10.1016/j.wasman.2006.02.001.
[26] C.-H. Lee, J.-C. Du, y D.-H. Shen, «Evaluation of pre-coated recycled concrete aggregate for hot mix asphalt», Constr. Build. Mater., vol. 28, n.o 1, pp. 66-71, mar. 2012, doi: 10.1016/j.conbuildmat.2011.08.025.
[27] S. Bhusal, X. Li, y H. Wen, «Evaluation of Effects of Recycled Concrete Aggregate on Volumetrics of Hot-Mix Asphalt», Transp. Res. Rec., vol. 2205, n.o 1, pp. 36-39, ene. 2011, doi: 10.3141/2205-05.
[28] I. S. Bessa, V. T. F. Castelo Branco, y J. B. Soares, «Evaluation of different digital image processing software for aggregates and hot mix asphalt characterizations», Constr. Build. Mater., vol. 37, pp. 370-378, dic. 2012, doi: 10.1016/j.conbuildmat.2012.07.051.
[29] B. Gómez-Meijide, I. Pérez, G. Airey, y N. Thom, «Stiffness of cold asphalt mixtures with recycled aggregates from construction and demolition waste», Constr. Build. Mater., vol. 77, pp. 168-178, feb. 2015, doi: 10.1016/j.conbuildmat.2014.12.045.
[30] B. Gómez-Meijide y I. Pérez, «Effects of the use of construction and demolition waste aggregates in cold asphalt mixtures», Constr. Build. Mater., vol. 51, pp. 267-277, ene. 2014, doi: 10.1016/j.conbuildmat.2013.10.096.
[31] J. Mills-Beale y Z. You, «The mechanical properties of asphalt mixtures with Recycled Concrete Aggregates», Constr. Build. Mater., vol. 24, n.o 3, pp. 230-235, mar. 2010, doi: 10.1016/j.conbuildmat.2009.08.046.
[32] I. Pérez, M. Toledano, J. Gallego, y J. Taibo, «Mechanical properties of hot mix asphalt made with recycled aggregates from reclaimed construction and demolition debris», Mater. Constr., vol. 57, n.o 285, Art. n.o 285, mar. 2007, doi: 10.3989/mc.2007.v57.i285.36.
[33] I. Pérez, A. R. Pasandín, y L. Medina, «Hot mix asphalt using C&D waste as coarse aggregates», Mater. Des. 1980-2015, vol. 36, pp. 840-846, abr. 2012, doi: 10.1016/j.matdes.2010.12.058.
[34] M. M. de Farias, F. Q. Sinisterra, y H. A. R. Quintana, «Behavior of a hot mix asphalt made with recycled concrete aggregate and crumb rubber», Can. J. Civ. Eng., dic. 2018, doi: 10.1139/cjce-2018-0443.
[35] J. Zhu, S. Wu, J. Zhong, y D. Wang, «Investigation of asphalt mixture containing demolition waste obtained from earthquake-damaged buildings», Constr. Build. Mater., vol. 29, pp. 466-475, abr. 2012, doi: 10.1016/j.conbuildmat.2011.09.023.
[36] A. R. Pasandín y I. Pérez, «Mechanical properties of hot-mix asphalt made with recycled concrete aggregates coated with bitumen emulsion», Constr. Build. Mater., vol. 55, pp. 350-358, mar. 2014, doi: 10.1016/j.conbuildmat.2014.01.053.
[37] «Especificaciones Generales de Construcción de Carreteras». INVIAS. (Instituto Nacional de Vías), Bogotá Col., 2013.
[38] H. A. Rondón-Quintana, J. C. Ruge-Cárdenas, y M. M. de Farias, «Behavior of Hot-Mix Asphalt Containing Blast Furnace Slag as Aggregate: Evaluation by Mass and Volume Substitution», J. Mater. Civ. Eng., vol. 31, n.o 2, p. 04018364, feb. 2019, doi: 10.1061/(ASCE)MT.1943-5533.0002574.
How to Cite
Vacca-Gamez, H. A., Rubio-Tafur, J. E., Moreno-Chaparro, H. C., & Rondon-Quintana, H. A. (2023). Assessment of a Hot-Mix Asphalt Using Recycled Concrete Aggregate. Case of Study: High Temperature Climate. Ingenieria Y Universidad, 27. https://doi.org/10.11144/Javeriana.iued27.ahau
Section
Civil and environmental engineering
This work is licensed under a Creative Commons Attribution 4.0 International License.