Optimization of Tack Coat for Hot-Mix Asphalt Placement

Selection of an optimum tack coat material and application rate is critical in the development of proper bond strength between pavement layers. The main objectives of this project were to determine optimum application methods, equipment type and calibration procedures, residual application rates, and asphalt binder materials for the various uses of tack coats and to recommend revisions to relevant AASHTO test methods and practices related to tack coats. During the course of this project, the research team developed the Louisiana Tack Coat Quality Tester (LTCQT) to evaluate the quality of tack coat spray application in the field. Further, the Louisiana Interlayer Shear Strength Tester (LISST) was developed for characterization of interface shear strength of cylindrical specimens in the laboratory. Research in this project also quantified the effects of tack coat material type, tack coat application rate, and pavement surface type including milled versus unmilled surfaces on the interlayer shear strength (ISS) based on full-scale field tests. The variation of ISS between field and laboratory-prepared samples was also investigated. To achieve this objective, five types of tack coat materials were applied at three application rates on four different types of surfaces at the Louisiana Transportation Research Center Pavement Research Facility site. Samples were cored from the constructed test lanes, and the ISS was measured using the LISST. Based on the results of this analysis, conclusions were drawn regarding application rate, surface type, wetness, and preparation method.

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Figures; Photos; References; Tables;
  • Pagination: pp 35-49
  • Monograph Title: Enhancing the Durability of Asphalt Pavements: Papers from a Workshop
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 01539921
  • Record Type: Publication
  • Files: TRIS, TRB, ATRI
  • Created Date: Oct 7 2014 9:53AM