Mechanical properties of hot bituminous mixes manufactured with recycled aggregate of Silestone® waste


  • M. C. Rubio Universidad de Granada
  • A. Menéndez Universidad de Granada
  • F. Moreno Universidad de Granada
  • A. Belmonte Sacyr
  • A. Ramírez Sacyr



waste recycling, bituminous mixes, mechanical properties, recycled aggregates


This article presents the results of a research project which analyzes the viability of incorporating waste material from decorative quartz solid surfacing in the manufacture of hot bituminous mixes. For this purpose, various bituminous mixes were manufactured with waste aggregate in different percentage. A set of tests were carried out that permitted the characterization of the mechanical behavior of these mixes. The results of these tests were similar to the results obtained when conventional mixes made from virgin quarry aggregate were tested. The results for moisture sensitivity as well as for wheel track rutting on mixes showed the optimal performance of this waste material even under very demanding traffic conditions. Laboratory studies showed that the use of this waste material in the manufacture of bituminous mixes is technically viable and can provide high-quality recycled aggregates at a very low cost, which can be used in the pavement of road.


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(1) “Ley 10/1998, de 21 de abril, de Residuos”, BOE, nº 96 (1998).

(2) Ministerio de Medio Ambiente: “Plan Nacional de Residuos Integrados 2007-2015”.

(3) Parlamento Europeo: “Directiva Marco 98/2008/CE de Residuos”, junio de 2008.

(4) Pérez, I.; Toledano, M.; Gallego, J.; Taibo, J.: “Mechanical proprieties of hot mix asphalt made with recycled aggregates from reclaimed construction and demolition debris”, Mater. Construcc., 2007, vol. 57, 285, 17-29.

(5) Akbulut, H.; Güer, C.: “Use of aggregates produced from marble quarry waste in asphalt pavements”. Building and Environment, 2007, vol. 42, 5, 1921-1930. doi:10.1016/j.buildenv.2006.03.012

(6) Bairagi, N. K.; Vidyadhara, H. S.; Ravande K.: “Mix desing procedure for recycled aggregate concrete”, Construction and Building Materials, 1990, vol. 42, 4, 188-193. doi:10.1016/0950-0618(90)90039-4

(7) De Rezende, R. L.; De Carvalho, J. C.: “The use of quarry waste in pavement construction”. Resources, Conservation and Recycling, 2003, vol. 39, 91-105. doi:10.1016/S0921-3449(02)00123-4

(8) Snyder, M. B.: “Use of crushed concrete products in Minnesota pavement foundations”. Minnesota Departament of Tranportation, St. Paul, MN, 1995.

(9) Çetin, A.: “Assessment of industrial wastes on asphalt concrete pavement mixtures”. M Sc Thesis, Anadolu University, Natural Science Institute, Departament of Civil Engineering, Eskisehir, 1997 (In Turkish).

(10) Grupo Cosentino S.A.,

(11) Dirección General de Carreteras: “Pliego de Prescripciones Técnicas Generales para Obras de Carreteras y Puentes PG-3”, Ministerio de Fomento, Ediciones Liteam, Madrid, 2004.

(12) Gordillo, J.: “Panorama general de las mezclas bituminosas”, Jornada sobre caracterización y control de calidad de mezclas bituminosas, Sevilla, 2001.

(13) Dirección General de Carreteras: “Normas NLT. Ensayos de Carreteras”, Ministerio de Obras Públicas y Transportes (MOPT), 2ª edición, Madrid, 1992.

(14) Asociación Española de Normalización y Certificación (AENOR): “Manual de normas técnicas UNE-EN”, Serie Construcción, Áridos para mezclas bituminosas y tratamientos superficiales de carreteras, Madrid, 2001, p. 526.




How to Cite

Rubio, M. C., Menéndez, A., Moreno, F., Belmonte, A., & Ramírez, A. (2011). Mechanical properties of hot bituminous mixes manufactured with recycled aggregate of Silestone® waste. Materiales De Construcción, 61(301), 49–60.



Research Articles