Abstract

The main objective of this paper is to identify the most appropriate rehabilitation method for composite pavements and to evaluate the influence of different factors for the reflective crack development in composite pavement by survival analysis. Four composite pavement rehabilitation methods are evaluated: mill and fill, overlay, heater scarification, and rubblization. Survival analysis is used to evaluate the four methods using three pavement performance indicators: reflective cracking, international roughness index (IRI), and pavement condition index (PCI). Rubblization can significantly retard reflective cracking development compared with the other three methods. No significant difference for PCI is seen in the survival analysis for the four rehabilitation methods. Heater scarification shows the lowest survival probability for both reflective cracking and IRI, whereas overlay results in the poorest overall pavement condition based on PCI. Parametric survival models are employed to further analyze the factors influencing reflective cracking for the four composite pavement rehabilitation methods. Traffic level is found to not be a significant factor for reflective cracking development. An increase in overlay thickness can significantly delay the propagation of reflective cracking for all treatment methods (not including rubblization). Soil types in rubblization pavement sites are assessed, and no close relationship is found between rubblized pavement performance and subgrade soil condition.

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Acknowledgments

The authors would like to thank the Iowa Highway Research Board and the Iowa Department of Transportation for the financial and technical support associated with this research project. The authors also recognize and appreciate Mr. Jason Omundson, who provided the Iowa PMIS database. Thanks also to Antigo Construction Company for providing logistical support and information for the rubblization projects.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 141Issue 9September 2015

History

Received: Apr 23, 2014
Accepted: Mar 17, 2015
Published online: May 12, 2015
Published in print: Sep 1, 2015
Discussion open until: Oct 12, 2015

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Can Chen, M.ASCE [email protected]
Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 394 Town Engineering Bldg., Ames, IA 50011 (corresponding author). E-mail: [email protected]
R. Christopher Williams, M.ASCE [email protected]
Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 490 Town Engineering Bldg., Ames, IA 50011. E-mail: [email protected]
Mervyn G. Marasinghe [email protected]
Associate Professor, Dept. of Statistics, Iowa State Univ., 2417 Snedecor Bldg., Ames, IA 50011. E-mail: [email protected]
Jeramy C. Ashlock [email protected]
Assistant Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 474 Town Engineering Bldg., Ames, IA 50011. E-mail: [email protected]
Associate Professor, Institute for Transportation, Iowa State Univ., Ames, IA 50011. E-mail: [email protected]
Scott Schram, Ph.D., P.E. [email protected]
Bituminous Engineer, Office of Materials, Iowa Dept. of Transportation, Ames, IA 50011. E-mail: [email protected]
Ashley Buss, M.ASCE [email protected]
Postdoctoral Researcher, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 403 Town Engineering Bldg., Ames, IA 50011. E-mail: [email protected]

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