Premature Deterioration of Jointed Plain Concrete Pavements
Six sections of jointed plain concrete pavements (JPCPs) throughout the state were selected as candidates for the evaluation of premature deterioration. The data used in performing the evaluation included manual and historic automated distress survey data, falling weight deflectometer data, and laboratory material characterization data from field samples. For these six sections, a variety of issues including material-related distress, fatigue, and construction deficiencies were determined to be the cause of the premature deterioration. Recommendations for rehabilitating these sections as well as guidelines to deter the reoccurrence of these distresses have been provided.
- Record URL:
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Corporate Authors:
University of Pittsburgh
Department of Civil and Environmental Engineering
Pittsburgh, PA United States 15261-2294Pennsylvania Department of Transportation
Bureau of Planning and Research
400 North Street, 6th Floor
Harrisburg, PA United States 17120-0064Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Ramirez, L
- Geary, M
- Vandenbossche, J M
- Gatti, K
- Mu, F
- Publication Date: 2011-4-29
Language
- English
Media Info
- Media Type: Web
- Edition: Final Report
- Features: Appendices; Figures; Maps; Photos; References; Tables;
- Pagination: 267p
Subject/Index Terms
- TRT Terms: Concrete pavements; Construction management; Deterioration; Fatigue (Mechanics); Materials; Pavement distress; Rehabilitation
- Uncontrolled Terms: Jointed plain concrete pavements; Premature failure
- Subject Areas: Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 01343482
- Record Type: Publication
- Contract Numbers: 510601 – PIT 012
- Files: TRIS, USDOT, STATEDOT
- Created Date: Jul 5 2011 4:33PM