Evaluate Resistance of Warm Asphalt Mixtures to Rutting

Abstract

Abstract WMA is a new technology, which is based on reduced temperature for mixing, and compaction of asphalt mixture, like any pavement material, testing the compatibility of this technology with domestically obtainable material is essential. The objective of the current research is to assist Iraqi establishments in addressing the issues related to resistance to rutting when adopting this technology. An intensive study on the performance of WMA mixtures with local materials was carried out. Job mix formulas with 12.5 mm and 25 mm aggregate size were chosen for HMA and WMA. One WMA technology was used which is an organic additive; two additives were used Asphaltan A® and Asphaltan B®. All the mixture types are testes and compared with each other. The rutting sensitivity of the mixtures is evaluated using Wheel Track test. From the results, for surface mixtures, rut depth is directly proportional to WMA additive content. For base mixtures, more Asphaltan A® leads to more rut depth, but more Asphaltan B® leads to less rut depth. Permanent deformation results of all mixtures, WMA and HMA mixtures are within the acceptable criteria.