Design of Asphalt Mixtures with 30% of RCA as Replacement of Natural Aggregate by Means Marshall Methodology

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Abstract:

Materials play a fundamental role in any branch of civil engineering. From ancient times to the present day, society has required enormous amounts of construction materials, which implies an excessive exploitation of materials that come directly from nature. This paper explains the main differences, similarities, benefits and characteristics of the 2 designs of asphalt mixtures by means Marshall methodology. The first design is for control mixture, which was elaborated with a conventional asphalt AC-20 and 100% of natural aggregate (NA). The second design is for asphalt mixture with 30% of recycled concrete aggregate (RCA) and 70% of NA. Finally, it was determined that both designs have similar characteristics, which indicates that the use of 30% RCA in asphalt mixtures is adequate. In addition, it represents economic and environmental savings.

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[1] M. M. W. e. al, Recycled concrete: a review, ALCONPAT, pp.235-248, (2015).

Google Scholar

[2] G. B.M., Construction and technology, green certification, pp.40-43, (2008).

Google Scholar

[3] S. d. M. A. ,Minimization and management of construction waste, diagnosis 2002, p.56, (2002).

Google Scholar

[4] J. A. C. García y R. V. Yáñez, Recycled concrete, Instituto Politecnico Nacional, (2004).

Google Scholar

[5] SEMARNAT, «NOM161-SEMARNAT-2011,» (2011).

Google Scholar

[6] I. M. Daniel, Current situation of construction and demolition waste (CDW) and correct management for the process of recycling in the Mexican industry, Mexico DF., (2013).

Google Scholar

[7] J. a. G. W. S. Brandon, Laboratory characterization of recycled concrete for use as pavement base material, Transportation Research Board, nº 1952, pp.21-27, (2006).

DOI: 10.1177/0361198106195200103

Google Scholar

[8] S. A. D. Adam J. Kardos a, Strength, durability, and environmental properties of concrete utilizing recycled tire particles for pavement applications, Construction and Building Materials, nº 98, pp.832-845, (2015).

DOI: 10.1016/j.conbuildmat.2015.08.065

Google Scholar

[9] A. Pasandín y I. Pérez, Overview of bituminous mixture made with recycled concrete aggregates.

Google Scholar

[10] I. P. Pérez, A. M. R. Pasandín y J. G. Medina, Mezclas asfálticas dosificadas con RCD para carreteras de bajo tráfico, Coruña, (2016).

Google Scholar

[11] S. Paranavithana y A. Mohajerani, The effects of mixing and compactation on volumetric properties of an asphalt concrete containing recycled concrete agregates, Australian Geomechanics Vol 38 No 2, pp.59-64, (2003).

Google Scholar

[12] A. R. Pasandín, I. Pérez y B. Gómez-Meijide, Treatments applied to recycled concrete aggregates when used in hot mix asphalT, Coruña, (2014).

DOI: 10.4028/www.scientific.net/amr.849.81

Google Scholar

[13] I. P. A. R. Pasandín, Effect of ageing time on properties of hot-mix asphalt containing, Elsevier- Construction and Buiolding Materials, nº 52, pp.284-293, (2014).

DOI: 10.1016/j.conbuildmat.2013.11.050

Google Scholar

[14] A. M. Sumeda Paranavithana, Effects of recycled concrete aggregates on, Resources, Conservation and Recycling, nº 48, pp.1-12, (2006).

DOI: 10.1016/j.resconrec.2005.12.009

Google Scholar

[15] J.-C. D. D.-H. S. Cheng-Hsiao Lee, «Evaluation of pre-coated recycled concrete aggregate for hot mix asphalt,Construction and Building Materials, nº 28, pp.66-71, (2012).

DOI: 10.1016/j.conbuildmat.2011.08.025

Google Scholar

[16] A. P. L. M. I. Pérez, Hot mix asphalt using C&D waste as coarse aggregates, Materials and Design, nº 36, pp.840-846, (2012).

DOI: 10.1016/j.matdes.2010.12.058

Google Scholar

[17] L. F. J. a. E. I.Moreno, Durability Indicators in High Absorption, Advances in Materials Science and Engineering, (2015).

Google Scholar

[18] J. X. Z. S. S. K. S. P. S. Wengui Li, Interfacial transition zones in recycled aggregate concrete with different mixing approaches, Construction and Building Materials, nº 35, pp.1045-1055, (2012).

DOI: 10.1016/j.conbuildmat.2012.06.022

Google Scholar

[19] K. T. A. N. H. K. Kiyoshi Eguchi, Application of recycled coarse aggregate by mixture to concrete construction, Construction and Building Materials, nº 21, pp.1542-1551, (2007).

DOI: 10.1016/j.conbuildmat.2005.12.023

Google Scholar

[20] S. d. c. y. t. (SCT), Materiales pétreos para mezclas asfálticas, de materiales para pavimentos, Ciudad de México., (2008).

Google Scholar

[21] SCT, Calidad de los materiales asfálticos, de Caracteristicas de los materiales, (2006).

Google Scholar

[22] P. a. R. A. B. P. Tim Murphy, Marshall Mix Design, Schiller Park, Illinois 60176 U.S.A.: Humboldt Mfg. Co., (2008).

Google Scholar

[23] ASTM, Standard test method for specific gravity and absortion of coarse aggregate.

Google Scholar

[24] SCT, Calidad de mezclas asfálticas para carreteras, de caracteristicas de los materiales, (2008).

Google Scholar

[25] SCT, Desgaste mediante la prueba de Los Ángeles de los materiales pétreos para mezclas asfálticas, de Materiales pétreos para mezclas asfálticas, (2002).

DOI: 10.20868/upm.thesis.14853

Google Scholar

[26] SCT, Partículas alargadas y lajeadas de materiales pétreos para mezclas asfálticas (M-MMP-4-04-005/08), de Materiales pétreos para mezclas asfálticas, (2008).

DOI: 10.3989/mc.1949.i009.3406

Google Scholar

[27] SCT, Equivalente de arena de materiales pétreos para mezclas asfálticas, de Materiales pétreos para mezclas asfálticas, (2002).

DOI: 10.15517/mym.v5i1.29703

Google Scholar

[28] SCT, Viscosidad rotacional Brookfield de Cementos Asfálticos, de MMP. Métodos de muestreo y prueba de materiales, (2002).

Google Scholar

[29] K. W. H. L. Z. D. Zhiqing Zhan, Key performance properties of asphalt mixtures with recycled concrete, Construction and Building Materials, nº 126, pp.711-719, (2016).

DOI: 10.1016/j.conbuildmat.2016.07.009

Google Scholar

[30] A. P. I. Perez, Moisture damage resistance of hot-mix asphalt made with recycled, Journal of Cleaner Production, nº 165, pp.405-414, (2017).

DOI: 10.1016/j.jclepro.2017.07.140

Google Scholar

[31] R. I. Saeed Fatemi, Performance evaluation of recycled asphalt mixtures by construction, Construction and Building Materials, nº 120, pp.450-456, (2016).

DOI: 10.1016/j.conbuildmat.2016.05.117

Google Scholar

[32] T. Y. I. T. K. N. R. C. Yoon-Ho Cho, The Application of Recycled Concrete Aggregate (RCA) for Hot Mix Asphalt (HMA) base Layer Aggregate, KSCE Journal of Civil Engineering, nº 15, pp.473-478, (2011).

DOI: 10.1007/s12205-011-1155-3

Google Scholar

[33] A. A. M. Arabani, The effect of recycled concrete aggregate and steel slag on the dynamic properties, Construction and Building Materials, nº 35, pp.1-7, (2012).

DOI: 10.1016/j.conbuildmat.2012.02.036

Google Scholar

[34] Z. Y. *. Julian Mills-Beale 1, The mechanical properties of asphalt mixtures with Recycled Concrete Aggregates, Construction and Building Materials, nº 24, pp.230-235, (2010).

DOI: 10.1016/j.conbuildmat.2009.08.046

Google Scholar

[35] M. B. REVUELTA, Manual of rcd and recycled aggregates, Madrid: Fueyo editores, (2010).

Google Scholar

[36] M. S. D. Juan y M. P. A. Gutiérrez, Study on the properties of recycled aggregates. use in concrete structure, Madrid, España: Centro de publicaciones; Secretaría general técnica; ministerio de fomento; CEDEX, (2006).

Google Scholar

[37] M. S. D. juan y P. A. Gutiérrez, Study on the properties of concrete manufactured with recycled aggregates , Madrid, España: centro de publicaciones; secretaria general técnica; Ministerio de fomento; CEDEX.

Google Scholar