Abstract
Skid resistance and texture are important safety characteristics which need to be considered in flexible pavement design, maintenance and rehabilitation. The main objective of this paper is to optimize surface texture characteristics in asphalt rubber pavements, mainly macrotexture to reduce splash, spray and hydroplaning and microtexture to increase friction at low and high speeds. The objective was accomplished by measuring the friction
surface with two different tests: (i) British pendulum; (ii) Volumetric Method. The specimens prepared in the laboratory represent the as-constructed pavement surface. In this study, two different mixtures grading (dense and gap) were produced using three types of binders: (i) conventional asphalt; (ii) asphalt rubber using terminal blend process; (iii) asphalt rubber using continuous blend process. The binder content influence in functional quality was tested by using the same configuration for mixtures with more 1% of asphalt rubber content.
The results of this study were carried out to evaluate the effect of asphalt rubber production process and mixtures gradation on the pavement surface characteristics. The results showed that the mixture with gap grading exhibit higher texture in comparison of mixtures with a dense grade gradation. The asphalt rubber mixtures improved the skid resistance compared to conventional mixtures. This research indicates that the CRM (crumb rubber modified)
production with rubber from the different processes have significant differences in pavement surface characteristics.

Energy Consumption of Alternative Scrap Tire Uses
Evaluation of an Alternative Gradation of Crumb Rubber on Binders and Asphalt Hot Mixes
Influence of Temperature Variation on the Reflective Cracking Behaviour of Asphalt Overlays
Rubber modified stone matrix asphalts
Quality Control for Asphalt Rubber Binders and Mixes
Reduced Thickness Asphalt Rubber Concrete Leads to Cost Effective Pavement Rehabilitation
Cracking Resistance of Asphalt Rubber Mix Versus Hot-Mix Asphalt
De-icing Characteristics of Rubber Concrete Pavements
Comparisons of Rubberized Asphalt Binders: Asphalt-Rubber and Terminal Blend
Comparison of Conventional, Polymer, and Rubber Asphalt Mixtures Using Viscoelastic Continuum Damage Model