Recommended Citation
Fang, C., K. A. Galal, D. R. Ward, and J. E. Haddock. Initial Study for Cost-Effectiveness of Joint/Crack Sealing. Publication FHWA/IN/JTRP-2003/11. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, 2003. https://doi.org/10.5703/1288284313252DOI
10.5703/1288284313252
Abstract
The sealing and resealing of joints and cracks in PCC, HMA, and composite pavements is assumed to be an important component of pavement maintenance. Recently this practice has been challenged by research indicating that sealing may not be cost-effective. The Indiana Department of Transportation currently spends approximately four million dollars annually to perform joint/crack sealing. The primary objective of the research presented in this report is to investigate the costeffectiveness of joint/crack sealing in relation to pavement performance. The results of a mail survey showed that most states, including Indiana, do not have quantitative justification for sealing policies, nor do they know the cost-effectiveness of the operations. Based on the experimental design for this research, nineteen test sites were selected in Indiana, each site having one sealed section and one unsealed section. Collected data including falling weight deflectometer measurements, pavement roughness, visual condition surveys, and core samples were used to evaluate the pavement performance between sealed and unsealed sections. A three-dimensional finite element pavement model was developed to evaluate the test location effect on the load transfer measurements. The temperature effect was evaluated by statistical analyses and a temperature correction factor for deflections on asphalt pavement is provided. A statistical model was developed to compare the pavement performance between sealed and unsealed sections for three pavement types, PCC, HMA and composite. The results indicated that there appears to be no significant differences between the performance of sealed and unsealed sections regardless of pavement type, drainage condition and road classification.
Report Number
FHWA/IN/JTRP-2003/11
Keywords
concrete, asphalt, pavement, joint, crack, sealing, cost-effectiveness, FWD, temperature gradient, SPR-2334
SPR Number
2334
Project Number
C-36-37JJ
File Number
5-8-36
Performing Organization
Joint Transportation Research Program
Publisher Place
West Lafayette, IN
Date of this Version
2003