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Romanian Journal of Transport Infrastructure

The Journal of Technical University of Civil Engineering Bucharest

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2286-2218
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Additive Percent Influence on “Warm Mix” Behavior

Carmen Răcănel
  • Assoc. Prof. Dr. Eng., Technical University of Civil Engineering Bucharest, Department of Roads, Railways and Construction Materials
  • Email:
/ Adrian Burlacu
  • Lecturer Dr. Eng., Technical University of Civil Engineering Bucharest, Department of Roads, Railways and Construction Materials
Published Online: 2015-02-06 | DOI: https://doi.org/10.1515/rjti-2015-0022

Abstract

The benefits of WMA technologies include reduced fuel usage and emissions in support of sustainable development, improved field compaction, which can facilitate longer haul distances and cool weather pavement, and better working conditions. Since this is a relatively new technology, it is necessary to determine the behavior and the performances of this type of asphalt mixture depending on additive percent.

These technologies tend to reduce the viscosity of the asphalt and provide for the complete coating of aggregates at lower temperatures. WMA is produced at temperatures 20 to 30°C lower than typical hot-mix asphalt (HMA).

The paper presents the results obtained in the Road Laboratory of Technical University of Civil Engineering Bucharest on an asphalt mixture with fibers (MASF16) prepared according to the “warm mix” technology with chemical additive. Different percent of additive are used in laboratory to draw up the “master curves” of asphalt mixture obtained by 4PB-PR stiffness modulus results.

Keywords: WMA; chemical additive; 4PB-PR; master curve

References

  • [1]. A. BURLACU: “Contribuţii privind influenţa modului de încercare asupra aprecierii comportării mixturilor asfaltice în exploatare”, Doctorat thesis, Technical University of Civil Engineering Bucharest, Department of Roads, Railways and Construction Materials, Bucharest, july 2011.

  • [2]. C. RĂCĂNEL, A. BURLACU: "Cercetări de laborator privind mixturile asfaltice de tip „warm mix”, Simposium „Materiale şi Tehnologii Noi în Construcţia şi Întreţinerea Drumurilor şi Podurilor”, 9th edition, Cluj Napoca, Romania, 24-25 may 2012.

  • [3]. C. RĂCĂNEL, A. BURLACU, C. SURLEA: "Evaluarea modulului de rigiditate al mixturilor asfaltice” Simposium “Cercetare, Administrare Rutieră, CAR 2009”, 10 iuly 2009.

  • [4]. C. RĂCĂNEL, A. BURLACU, K.H. MOON, M. MĂRĂŞTEANU: “Investigation of warm mix asphalt field and laboratory prepared mixture”, ISAP 2012, 2nd International Symposion on Asphalt Pavements & Environment, Fortaleza, Brazilia 2012.

  • [5] C. RĂCĂNEL, A. BURLACU: “Dynamic test on asphalt mixtures: considerations, performs and results”, 5th Eurasphalt and Eurobitumen Congress, Istanbul, Turcia 13-15 june 2012.

About the article

Published Online: 2015-02-06

Published in Print: 2014-07-01



Citation Information: Romanian Journal of Transport Infrastructure, ISSN (Online) 2286-2218, DOI: https://doi.org/10.1515/rjti-2015-0022. Export Citation

© 2015. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. (CC BY-NC-ND 3.0)

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