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.
- Record URL:
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Supplemental Notes:
- Contract to a Performing Organization has not yet been awarded.
Language
- English
Project
- Funding: $600,000
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Contract Numbers:
Project 01-64
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Sponsor Organizations:
National Cooperative Highway Research Program
Transportation Research Board
500 Fifth Street, NW
Washington, DC United States 20001Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590American 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
- TRT Terms: Concrete pavements; Longitudinal cracking; Pavement design; Pavement performance; Portland cement concrete
- Subject Areas: Design; Highways; Maintenance and Preservation; Pavements;
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