Abstract

Incorporating crumb rubber (CR) using the dry process, directly in the asphalt mixture rather than into the bituminous binder requires no plant retrofitting, and therefore is the most practical industrial method for CR incorporation into asphalt mixtures. Nevertheless, very few large scale studies have been conducted. This work uses a holistic approach and reports on the functional and environmental performance of asphalt mixtures with different concentrations of CR fabricated employing the dry process in asphalt plants. Gaseous emissions were monitored during the production and laboratory leaching tests simulating the release of pollutants during rain, was conducted to evaluate the toxicology of both the CR material alone and the modified asphalt mixtures. In addition, laboratory compacted samples were tested to assess their fatigue behavior. Furthermore, noise relevant surface properties of large roller compacted slabs were evaluated before and after being subjected to a load simulator (MMLS3) to evaluate their resistance to permanent deformation. The results confirm that comparable performance can be achieved with the incorporation of CR using the dry process for high performance surfaces such as semi-dense asphalt, which usually require the use of polymer modified binders. Environmental performance improvement can be achieved by a washing step of the CR material that could remove polar CR additives which have commonly been used as vulcanization accelerator during rubber production.

Highlights

  • Crumb rubber (CR) from waste tires has been used as modifier of asphalt materials for the last 40 years [1]

  • The volatile organic compounds (VOCs) emissions were measured at the mixer and the chimney during the production of the different semi-dense asphalt (SDA) mixtures at the Weibel Oberwangen trials

  • VOC peak height concentrations were found to be higher during the production of the experimental crumb rubber (CR) mixture batches than during the mixing of the reference polymer modified mixture

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Summary

Introduction

Crumb rubber (CR) from waste tires has been used as modifier of asphalt materials for the last 40 years [1]. Many practical studies have shown that the use of CR can improve the properties of asphalt mixtures as a result of interaction withthe bituminous binder. The main physical mechanism governing this interaction involves a swelling process of the rubber particles by the lower molecular weight fractions of the binder (e.g. maltenes) [2]. The final performance of this solution is closely linked to a good mixture design including percentage of binder and CR. Along with the selection of a compatible asphalt binder, the type of CR particle consequence of its production plays a key role in obtaining a reliable behavior of the final asphalt mixture [3]

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