OJCE  Vol.4 No.3 , September 2014
Noise Reduction in Pavement Made of Rubberized Bituminous Top Layer

In Greece more than 60,000 tn End of Life Tires are stockpiled every year often uncontrollable, causing severe environmental and other socio-economic negative impacts. Studies up to date are focused mainly on mechanical and physical characteristics of rubberized mixtures (based on cement, asphalt or soil) in which tire rubber is used either as alternative to natural aggregates or as additive. However, effect of tire rubber on noise reduction in rubberized bituminous layers, which is the main topic of present paper, has not been widely studied. In particular, this research paper is dealing with a sustainable use of tire rubber in asphalt pavement, leading to its generated noise reduction. An experimental pilot application has been conducted in the frame of a European Research Project, which has been implemented in a heavy traffic road section, cited outside Lamia city of Greece, (Vasilikon Street). The upper surface layer of the pavement has been made of rubberized bituminous mixture, produced by the wet process. Rheological characteristics of rubberized bitumen as well as basic properties of the implemented, rubberized bituminous mixture are presented. Moreover, measurements of noise level, deriving from vehicles’ motion, under operational conditions took place at the road section right after its implementation as well as after 8 months of its operation, while all data are presented in details. Results of the measurements on conventional and modified pavement sections are compared, certifying that rubberized asphalt layers can be not only environmentally friendly—since a category of solid wastes (worn automobile tires) is utilized—but also, addition of tire rubber particles in bituminous binder provides up to 3dB noise reducing bituminous mixtures and pavements, noise reduction that remains even after 8 months of road section’s operation.

Cite this paper: Kehagia, F. and Mavridou, S. (2014) Noise Reduction in Pavement Made of Rubberized Bituminous Top Layer. Open Journal of Civil Engineering, 4, 198-208. doi: 10.4236/ojce.2014.43017.

[1]   European Tire Recycling Association (ETRA) European Commission (1996) Future Noise Policy. Green Paper, Brussels.

[2]   Nehdi, M. and Khan, A. (2001) Cementitious Composites Containing Recycled Tire Rubber: An Overview of Engineering Properties and Potential Applications, Cement, Concrete and Aggregates. CCAGDP, 23.

[3]   Rafat, S. and Naik, R.T. (2004) Properties of Concrete Containing Scrap-Tire Rubber—An Overview. Waste Management, 24, 563-569.

[4]   Mavridou, S. (2010) Utilization of Recycled Tire Rubber in Mortars and Concrete Based on Cement or Asphalt for Special Applications. Ph.D. Thesis, Department of Civil En-gineering, Aristotle University of Thessaloniki, Greece (in Greek).

[5]   Khosla, N.P. and Trogdon, J.T. (1990) Use of Ground Rubber in Asphalt Paving Mixtures. Technical Report, Department of Civil Engineering, North Carolina State University, Raleigh.

[6]   Khalid, H.A. and Artamendi, I. (2002) Exploratory Study to Evaluate the Properties of Rub-berized Asphalt Modified Using the Wet and Dry Processes. 3rd International Conference on Bituminous Mixtures and Pavements, J & A Publishers, Thessaloniki, 15-25.

[7]   Airey, G.D., Collop, A.C. and Mujibur, M.M. (2004) Me-chanical Properties of Crumb Rubber Modified Bituminous mixtures. 3rd Eurasphalt & Eurobitume Congress, Vien-na.

[8]   Oikonomou, N. and Mavridou, S. (2009) The Use of Waste Tire Rubber in Civil Engineering Works. In: Khatib, J., Eds., Sustainability of Construction Materials, Chapter 9, Woodhead Publishing, Cambridge, 213-238.

[9]   Mavridou, S., Oikonomou, N. and Kalofotias, A. (2012) Overall Report on the Pilot Application at the End of the Project, September 2012, EU-LIFE+ Environment Policy and Governance LIFE 09 ENV/GR/304“ROADTIRE”, “Integration of End-of-Life Tires in the Life Cycle of Road Con-struction” ROADTIRE.

[10]   EN12697-34 (2004) Bituminous Mixtures-Tests Methods for Hot Mix Asphalt-Part 34: Marshall Test.


[12]   ΠΤΠ Α265-Α (1966) Bituminous Concrete, Greek Specifica-tions.

[13]   ΠΕΤΕΠ 05-03-11-04 (2006) Bituminous Layers of Closed Type. Edition 1, May 2006 (Greek Specifica-tions).

[14]   EN 12697-22 (2003) Bituminous Mixtures—Tests Methods for Hot Mix Asphalt. Part 22: Wheel Track-ing.

[15]   Putman, B. and Amirkhanian, N. (2005) Rubberized Bituminous Mixtures: A Novel Approach to Pavement Noise Reduction. WIT Transactions on the Built Environment, 77.

[16]   SILENCE (2005) Report of Promising New Road Surfaces for Testing.

[17]   Brennan, M., Kavanagh, A. and Sheahan, J. (2001) Case Studies of a Low-Noise Road Surface. International Journal of Pavement Engineering, 2, 121-134.

[18]   Bollard & Brennan, Inc. and Sacramento County Department of Environmental Review and Assessment (1999) Report on the Status of Rubberized Asphalt Traffic Noise reduction in Sacramento County.

[19]   Sandberg, U. (1992) Do Road Surfaces with Rubber Give Noise Reduction? Engineering Foundation Conference “Vehicle-Road Interaction II”, Santa Barbara.