SIMULATING PAVEMENT PERFORMANCE UNDER VARIOUS MOISTURE CONDITIONS

A computer program to simulate highway pavement performance, maintenance, and rehabilitation has recently been completed for the Federal Highway Administration. As part of this effort, closed-form pavement performance equations have been incorporated to predict the onset and propagation of various damage mechanisms as a function of layer thicknesses and material properties, traffic loadings, cumulative damage already sustained, moisture, and temperature. Both flexible and rigid pavements are considered. The simulation is carried out on a seasonal basis (up to 12 seasons per year allowed) to permit users to specify variations in climatic conditions and pavement material properties. In addition, moisture-induced decreases in layer and subgrade strengths are rendered sensitive to the amount of unsealed cracking in the pavement surface, the seasonal rainfall, and the quality of subsurface drainage. In this way the preservation of road investment, as represented by rates of future damage accumulation, is explicitly tied to both pavement drainage characteristics and the quality of subsequent surface maintenance. This paper describes the technical assumptions and relationships employed in this approach and gives examples of its application to a selected pavement design, maintenance policy, and climatic region. The case study indicates that subsurface drainage above can have a significant effect on pavement life, influencing the date of required resurfacing by up to four years. (Author)

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 24-29
  • Monograph Title: Symposium on aspects of subsurface drainage related to pavement design and performance
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00368166
  • Record Type: Publication
  • ISBN: 0309033527
  • Files: TRIS, TRB
  • Created Date: Dec 30 1982 12:00AM