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KSCE Journal of Civil Engineering

, Volume 5, Issue 2, pp 157–164 | Cite as

Characteristics of crumb rubber modified (CRM) asphalt concrete

  • Jong R. Kim
Highway Engineering

Abstract

The mix design for CRM asphalt concrete with the Marshall method and laboratory tests to evaluate low temperature behaviors and temperature susceptibilities of CRM asphalt concrete are presented. The mix design was performed using one asphalt cement (120/150 penetration grade), five aggregate gradations for three rubber contents (0, 3, and 5% by weight of aggregate) and both pretreated and untreated crumb rubber (passenger tire). All mixtures satisfied the Marshall mix design criteria. For laboratory tests, two asphalt cements (85/100 and 120/150 penetration grade), three aggregate gradations for three rubber contents (0, 3, and 5% by weight of aggregate) and two types of pretreated crumb rubber (passenger and industrial tires) were used. The addition of crumb rubber did not significantly affect the overall temperature susceptibility of the mixtures. It did, however, substantially decrease the mixture modulus at any given temperature. The decrease in modulus was accentuated as the content of crumb rubber increased. The potential for thermal cracking decreased with the amount of crumb rubber. This demonstrated that a CRM asphalt mixture could relieve stress build up by its ability to strain.

Keywords

Crumb Rubber Modified (CRM) Asphalt Concrete Mix design Indirect tensile test Resilient modulus test 

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References

  1. 1.
    American Society for Testing and Materials (1991).Annual Book of Standards, Vol. 04.03.Google Scholar
  2. 2.
    Asphalt Institute (1974). “Mix Design Methods,” Asphalt Institute Manual Series No. 2.Google Scholar
  3. 3.
    Esch, D. (1988). “Construction and Benefits of Rubber-Modified Asphalt Pavements,” TRB, Transportation Research Record 860, pp.5–13.Google Scholar
  4. 4.
    Heitzman, M. (1992). “An Overview of the Design and Construction of Asphalt Paving Materials with Crumb Rubber Additive,” TRB, Preprint, Paper No.920549.Google Scholar
  5. 5.
    McDonald, C.H. (1966). “A New Patching Material for Pavement Failures,” HRB, Highway Research Record 146 pp. 1–16.Google Scholar
  6. 6.
    Newcomb, D.E., M. Stroup-Gardiner, J.R. Kim, B. Aller and J. Wattenhoffer-Spry (1994). “Polymerized Crumb Rubber Modified Mixtures in Minnesota,” Report No. MN/RC-94/08.Google Scholar
  7. 7.
    Page, G., Ruth, B.E. and West, R.C. (1992). “Floridas Approach Using Ground Tire Rubber in Asphalt Concrete Mixture,” TRB, Preprint, Paper No.920452.Google Scholar
  8. 8.
    Takallou, H.B. and R.G. Hicks (1988). “Development of Improved Mix and Construction Guidelines for Rubber-Modified Asphalt Pavements,” TRB, Transportation Research Record 1171, pp. 113–120.Google Scholar

Copyright information

© KSCE and Springer jointly 2001

Authors and Affiliations

  1. 1.Department of Civil EngineeringChonnam National UniversityGwangjuKorea

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