Abstract
This paper presents preliminary results of a research that investigates the feasibility of using aggregates recycled from civil construction and demolition wastes for manufacturing dense graded hot mixed asphalts (HMA) to be used in highways with low or medium traffic volume. Previous results showed that the tested material meets all Brazilian standard requirements for use in base layers, but it was prone to grain crushing, what is a major concern in the case of HMA. It is supposed that modified asphalt rubber binders might help to mitigate this potential problem. In order to check this hypothesis, several samples were prepared using binders with different amount or crumb rubber (0, 10 and 20%). The compaction energy was also investigated by varying the number of blows (35, 50, 75) during the Marshall compaction tests. The results were analyzed in terms of Marshall Degradation Index and show that the particle crushing is reduced with increasing amount of crumb rubber.

Crumb Rubber Modified Asphalt Concrete for Low Noise Surfaces
Environmental, Energy Consumption and CO2 Aspects of Recycled Waste Tires Used in Asphalt-Rubber
THE IMPACT OF CHEMICAL MODIFICATION FOR USED TIRE RUBBER TOWARDS SKINY MIX DESIGN FOR MAINTENANCE.
Laboratorial evaluation of tire rubber use as hot mix aggregate
Field Investigation of Tire/Pavement Noise and Durability for Asphalt Pavements with and without Asphalt Rubber
Evaluation of Noise Reduction of Asphalt Rubber in Cities
Performance of asphalt-rubber hot mix overlays at Brazilian highway
Mechanical properties of asphalt-rubber mixes using shale extender oil
OGFC Meets CRM Where the Rubber meets the Rubber 15 Years of Durable Success
The effect of crumb rubber gradation and binder-rubber interaction time on the mechanical properties of asphalt-rubber mixtures (dry process)