Utilization of binder stress sensitivity to investigate the impact of applied load, binder type, and aggregate structure on the rutting behavior of bituminous mixtures

A stress sensitivity test was used to determine a binder rheological property that could be used to predict rutting in bituminous mixtures at elevated temperatures. A heated air controlled Hamburg Wheel Tracking Tester was used to control specimens at test temperatures ranging from 52 to 75°C. Applied loads for the rutting test were 534 N, 703 N and 890 N. Superpave fine aggregate blends suitable for 1 million and 10 million ESAL pavements and a coarse Superpave aggregate blend suitable for a 10 million ESAL pavement were evaluated. Nine different binders were studied, including three non-polymer modified binders and six binders containing a variety of elastomeric polymer additives. PG grades ranged from PG 58-28 to PG 76-22. A relationship between the binders' resistance to increasing stress at a given temperature and the rut depth of the mixes produced from the binders was developed. Results of this research establish the significance of stress as a defining parameter in predicting the contribution of the binder to permanent deformation of the mixture. A relationship between changes in rutting load, test temperature and rutting depth for binders was established. A relationship between aggregate structure and the effective rutting resistance of the binders was also developed. For the covering abstract see ITRD E157233

  • Authors:
    • REINKE, G
    • ENGBER, S
    • HERLITZKA, D
    • TRANBERG, D
    • JORGENSON, J
  • Publication Date: 2008

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 01321415
  • Record Type: Publication
  • Source Agency: TRL
  • Files: ITRD
  • Created Date: Nov 29 2010 11:02AM