Abstract
In this study, a remodeling index (RMI) prediction model was developed to determine and prioritize target sections for large-scale repair works of deteriorated expressway concrete pavements in Korea. The unit sections that represent the distribution of the structural condition of entire analyzed sections were selected for jointed concrete pavement (JCP) and continuously reinforced concrete pavement (CRCP), and the RMI of the representative sections was rated by a panel of members. The model that predicts the RMI of aging JCP and CRCP after a few years hereafter was developed using the RMI obtained by the panel rating as a dependent variable, and the pavement conditions, pavement age, traffic volume, and weather conditions of the corresponding sections were considered as independent variables. The RMI sensitivity was analyzed according to each independent variable, and the appropriateness of the RMI prediction model was verified by comparing the RMIs in 2016 predicted in 2014 (future RMI in two years) with those in 2016 predicted in 2016 (present RMI). The entire aging expressway concrete-pavement sections were divided into homogeneous sections of suitable lengths for remodeling works by applying the RMI prediction model to each unit section. The priority for remodeling works was determined among the highly ranked homogeneous sections using the predicted RMI. The actual pavement conditions of a target section in which the remodeling priority had the highest rank were verified.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
Al-Omari, B. and Darter, M. I. (1995). “Effect of pavement deterioration types on IRI and rehabilitation.” Transportation Research Record, Vol. 1505, Nos. 0361–1981, pp. 57–65.
Chou, C. P. and Wu, C. L. (1997). “Evaluation of panel characteristics and user-based pavement serviceability.” Transportation Research Record, Vol. 1592, pp. 98–106.
Cyr, M., Rivard, P., and Labrecque, F. (2009). “Reduction of ASRexpansion using powders ground from various sources of reactive aggregates.” Cement and Concrete Composites, Vol. 31, No. 7, pp. 438–446, DOI: 10.1016/j.cemconcomp.2009.04.013.
Golroo, A. and Tighe, S. (2010). “Developing an overall combined condition index for pervious concrete pavements using a specific panel rating method.” Transportation Research Record, Vol. 2153, No. 1, pp. 40–48, DOI: 10.3141/2153-05.
Hong, S. H., Han, S. H., and Yun, K. K. (2006). “A case study for deterioration due to alkali-silica reaction in the cement concrete pavement.” Journal of the Korea Concrete Institute, Vol. 18, No. 3, pp. 355–360, DOI: 10.4334/JKCI.2006.18.3.355.
Huang, Y. H. (2004). Pavement analysis and design, 2nd Ed., Prentice Hall, Englewood Cliffs, NJ, USA.
Jung, Y. S., Lin, W., Hao, H., and Cho, Y. H. (2017). “Interface behavior of partial depth repair for airport concrete pavement subjected to differential volume change.” Construction and Building Materials, Vol. 143, pp. 515–521, DOI: 10.1016/j.conbuildmat.2017.03.161.
KMA (2004-2013). Annual climatological report, Korea Meteorological Administration, Seoul, Korea.
Kwon, S. H. (2017). Development of HPCI prediction model for concrete pavement using expressway PMS database, MSc Thesis, Hanyang University, Seoul, Korea.
Lee, E. B., Lim, S. W., Hartog, J. C., and Thomas, D. K. (2009). “I-15 Ontario project: technology implementation for accelerated concrete pavement rehabilitation.” Proc. of the National Conf. on Preservation, Repair, and Rehabilitation of Concrete Pavements, St. Louis, MO, USA, pp. 303–316.
Marchand, J., Sellevold, E. J., and Pigeon, M. (1994). “The deicer salt scaling deterioration of concrete, An overview.” Proc. 3rd Int. Conf. on the Durability of Concrete, ACI Special Publication, American Concrete Institute, Farmington Hills, MI, USA, pp. 1–46.
MOLIT (2013). Road pavement maintenance manual, Ministry of Land, Infrastructure, and Transport, Sejong, Korea.
MOLIT (2016). Status of road repair and maintenance, Ministry of Land, Infrastructure, and Transport, Sejong, Korea.
Moon, K. H., You, T. S., Kim, J. C., and Park, J. S. (2017). An application study on selecting proper and optimized sections for remodeling of aged pavement, Report No. 2017-32-534.9607, Korea Expressway Corporation, Gimcheon, Korea.
Rivard, P., Fournier, B., and Ballivy, G. (2002). “The damage rating index method for ASR affected concrete - A critical review of petrographic features of deterioration and evaluation criteria.” Cement, Concrete and Aggregates, Vol. 24, No. 2, pp. 1–11, DOI: 10.1520/CCA10531J.
Shi, X., Akin, M., Pan, T., Fay, L., Liu, Y., and Yang, Z. (2009). “Deicer impacts on pavement materials: Introduction and recent developments.” The Open Civil Engineering Journal, Vol. 3, pp. 16–27, DOI: 10.2174/1874149500903010016.
Won, M. C., Kim, S. M., Merritt, D., and McCullough, B. F. (2002). “Horizontal cracking and pavement distress in Portland cement concrete pavement.” Proc. 27th Int. Air Transport Conf., ASCE, Orlando, FL, USA.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Kim, DH., Lee, JM., Moon, KH. et al. Development of Remodeling Index Model to Predict Priority of Large-Scale Repair Works of Deteriorated Expressway Concrete Pavements in Korea. KSCE J Civ Eng 23, 2096–2107 (2019). https://doi.org/10.1007/s12205-019-1978-x
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-019-1978-x