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Based on Equal Volumetric Parameters Mix Design Method for Foamed Warm Mix Asphalt

  • Jinjin Shi
  • Yingbiao Wu
  • Qingyi Xiao
  • Yu Zhang
Conference paper
Part of the Sustainable Civil Infrastructures book series (SUCI)

Abstract

One of the critical issues facing WMA is the lack of a formal mixture design procedure. If warm mix is to replace hot mix in the future, a laboratory mixture design procedure for WMA must be established. The paper developed parametric mix design method for foamed warm mix asphalt based on equal volumetric parameters. Performance comparisons between HMA and WMA were made to study the WMA design method variation. The test results indicated that WMA designed by equal volumetric design method met all specification requirements (ie. stability, flow, bending strain). Thus, the proposed method can be used for routine WMA mixture design. It is concluded that the asphalt foaming process and volumetric design approach did not reduce water stability.

References

  1. 1.
    Prowell, B.D., Hurley, G.C.: Warm-Mix Asphalt Best Practices. Quality Improvement Series 125. National Asphalt Pavement Association, Lanham, MD (2007)Google Scholar
  2. 2.
    Hanz, A., Faheem, A., Mahmoud, E., Bahia, H.: Measuring Effects of Warm-Mix Additives Using a Newly Developed Asphalt Binder Lubricity Test for DSR. Transportation Research Board 89th Annual Meeting Compendium of Papers DVD, Transportation Research Board of the National Academies, Washington, DC (2010)Google Scholar
  3. 3.
    Csanyi, L.H.: Foamed Asphalt in Bituminous Paving Mixes. Bulletin 160. Highway Research Board, National Research Council, Washington, DC, pp. 108–122 (1957)Google Scholar
  4. 4.
    Brashears, D.: Warm Mix Hot Again. Innovations, vol. 1, no. 2, pp. 14–17. Gencor Industries, Inc., High Velocity Communications, Inc., Waukesha, WI (2007)Google Scholar
  5. 5.
    Yingbiao, W., Yanfang, G., Jinjin, S., Baofeng, Z.: Application of Warm Mix Technology Based on Foamed Asphalt in Road Construction, vol. 4, no. 29, pp. 17–21. Municipal Engineering Technology, China (2011)Google Scholar
  6. 6.
    Yang, Y., Wu, Y., Qiao, J.: Experimental Study on Aspha-min Warm-mix Binder Performance, vol. 3, no. 34. Chinese and Foreign Road, China, pp. 291–294 (2014)Google Scholar
  7. 7.
    Fort, J.-P., G. Graham, J. Farnham, S. Sinn, Rowe, G.M.: I-55/I-57 Warm Mix Project in Missouri Contractor’s WMA Experience. Proceedings. 2nd Int’l Conf on Warm Mix Asphalt. National Asphalt Pavement Association, Lanham, MD. www.asphaltpavement.org. Accessed 22 Oct 2011 (2011)
  8. 8.
    Advanced Asphalt Technologies, LLC.: Draft Final Report on National Cooperative Highway Research Program Project 09-33: A Mix Design Manual for Hot Mix Asphalt. (2009)Google Scholar
  9. 9.
    Highway Research Institute of the Transportation Department.: Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering (JTG E20-2011), pp. 186–356. China communications Press, Beijing (2011)Google Scholar
  10. 10.
    Highway Research Institute of the Transportation Department.: Technical Specifications for Construction of Highway Asphalt Pavements (JTG F40-2004), pp. 23–39. China communications Press, Beijing (2004)Google Scholar
  11. 11.
    Highway Research Institute of the Transportation Department.: Test Methods of Aggregate for Highway Engineering (JTG E42-2005), pp. 8–133. China communications Press, Beijing (2005)Google Scholar

Copyright information

© Springer International Publishing AG, part of Springer Nature 2019

Authors and Affiliations

  • Jinjin Shi
    • 1
  • Yingbiao Wu
    • 1
    • 2
  • Qingyi Xiao
    • 3
  • Yu Zhang
    • 1
  1. 1.Cangzhou Municipal Engineering Company LimitedCangzhouChina
  2. 2.Hebei Province Road Materials and Technology Engineering Technology Research CenterCangzhouChina
  3. 3.Hebei University of TechnologyTianjinChina

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