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The Application of WMA Technology to Bituminous Base Course Mixes

Author(s):



Medium: journal article
Language(s): English
Published in: The Baltic Journal of Road and Bridge Engineering, , n. 2, v. 13
Page(s): 94-103
DOI: 10.7250/bjrbe.2018-13.403
Abstract:

Warm Mix Asphalt, due to lower mixing and compaction temperatures, provides some engineering benefits over conventional Hot Mix Asphalt. In this study, an attempt is made to assess the viability of using Warm Mix Asphalt technology in bituminous base courses. An organic wax-based Warm Mix Asphalt additive was used in this study to produce Dense Bituminous Macadam, a commonly used bituminous base course mix in India. Experimental variables included three additive contents and four mixing temperatures. Rheological properties of binder modified with different doses of additive were examined. In all, twelve Warm Mix Asphalt Dense Bituminous Macadam mix types were prepared, evaluated and compared with Hot Mix Asphalt Dense Bituminous Macadam (control) mix. Rheological test results showed the addition of wax-based additive improved stiffness and resistance against permanent deformation of the base binder. Tensile Strength Ratio and retained Marshall Stability results indicated that Warm Mix Asphalt Dense Bituminous Macadam mixes were resistant to moisture-induced damage.

Copyright: © 2018 Rajan Choudhary, Asho Julaganti, Abhinay Kumar, Dipak Arjun Ugale
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10084549
  • Published on:
    09/10/2018
  • Last updated on:
    02/06/2021
 
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