Development of Longitudinal Cracking Models for Concrete Pavements

The formation of longitudinal cracks compromises the structural adequacy and reduces the service life of jointed plain concrete pavement (JPCP). Although longitudinal cracking in JPCP has been widely observed by state transportation agencies, the current version of the AASHTOWare pavement mechanistic-empirical design (PMED) software does not account for this critical distress. Studies indicate that longitudinal cracks can be caused by various factors, ranging from construction issues to specific design features. Research is needed to understand the causes of this distress pattern better and more accurately predict it to prevent or minimize longitudinal cracking, resulting in safer and longer-lasting pavements. OBJECTIVE: The objective of this project is to identify the causes of longitudinal cracking in JPCP and develop longitudinal cracking predictive models.

Language

  • English

Project

  • Funding: $600,000
  • Contract Numbers:

    Project 01-64

  • Sponsor Organizations:

    National Cooperative Highway Research Program

    Transportation Research Board
    500 Fifth Street, NW
    Washington, DC  United States  20001

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590

    American Association of State Highway and Transportation Officials (AASHTO)

    444 North Capitol Street, NW
    Washington, DC  United States  20001
  • Project Managers:

    Khosravifar, Sadaf

  • Start Date: 20250211
  • Expected Completion Date: 0
  • Actual Completion Date: 0

Subject/Index Terms

Filing Info

  • Accession Number: 01919140
  • Record Type: Research project
  • Source Agency: Transportation Research Board
  • Contract Numbers: Project 01-64
  • Files: TRB, RIP
  • Created Date: May 20 2024 8:06PM