Abstract
The paper provides a comparison between two different rubberized asphalt binders; namely asphalt rubber and terminal blend. It discusses the two processes used to incorporate recycled tire rubber in hot mix asphalt and seal coats. The paper delves into the performance history, field test section, accelerated pavement testing, laboratory performance tests, binder properties, film thickness, application rates and specification
requirements of the two binder types. It concludes that asphalt rubber and terminal blend binders are distinct from each other and possess completely different characteristics. Each of these binders has its own properties and unique applications.

Experimental Study on Strength Developing Law of Epoxy Asphalt Mixture during its Curing Reaction
Field Investigation of Tire/Pavement Noise and Durability for Asphalt Pavements with and without Asphalt Rubber
Comparison of Conventional, Polymer, and Rubber Asphalt Mixtures Using Viscoelastic Continuum Damage Model
Evaluation of an Alternative Gradation of Crumb Rubber on Binders and Asphalt Hot Mixes
Development of Arizona’s Quiet Pavement Research Program
Environmental, Energy Consumption and CO2 Aspects of Recycled Waste Tires Used in Asphalt-Rubber
De-icing Characteristics of Rubber Concrete Pavements
Influence of Temperature Variation on the Reflective Cracking Behaviour of Asphalt Overlays
Laboratory characterization and full-scale accelerated performance testing of crumb rubber asphalts and other modified asphalt systems
Cracking Resistance of Asphalt Rubber Mix Versus Hot-Mix Asphalt