Cracking Models for Use in Pavement Maintenance Management

Conference paper
Part of the RILEM Bookseries book series (RILEM, volume 4)

Abstract

With the recent approval of the Portuguese Law No. 110/2009 of 18 May, within the scope of road concession contracts, the concessionaires need to submit to the Portuguese Road Infrastructures Institute a Quality Control Plan (QCP) and a Maintenance and Operation Manual (MOM). These documents require the revision of current Pavement Management Systems to consider pavement performance prediction models for each pavement state parameter so that it permits time definition of maintenance and rehabilitation (M&R) interventions for the fulfilment of the values defined in the QCP in each year of the concession period. The QCP presents the admissible values for each pavement state parameter (cracking, rutting, roughness, etc.) that a concessionaire of highways needs to verify.

Nevertheless, a concessionaire, beyond the annual pavement inspections to demonstrate the fulfilment of the QCP, wants to predict the proper time to apply M&R preventive interventions at a minimum cost for the complete concession period.

This paper describes the state-of-the-art in terms of cracking models. The selected models evaluate the cracking area evolution for a set of representative Portuguese pavements structures and traffic conditions. The Indian and HDM-4 deterioration models were considered to be the most promising to implement in a new Portuguese Maintenance Optimisation System, i.e. to provide a good solution to the pavement maintenance management problem involving not only periodic maintenance but also routine maintenance (crack sealing, rut levelling, patching, etc.).

Keywords

Crack Initiation Asphalt Pavement Pavement Structure Pavement Performance Traffic Level 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    Ferreira, A., Picado-Santos, L., Antunes, A.: Pavement performance modelling: state of the art. In: Proceedings of Seventh International Conference on Civil and Structural Engineering Computing, pp. 157–264. Civil-Comp Press, Oxford (1999)Google Scholar
  2. 2.
    Ferreira, A., et al.: Selection of pavement performance models for use in the Portuguese PMS. International Journal of Pavement Engineering 12(1), 87–97 (2011)CrossRefGoogle Scholar
  3. 3.
    Lou, Z., Lu, J., Gunaratne, M.: Road surface crack condition forecast using neural network models, p. 93. University of South Florida, Florida (2003)Google Scholar
  4. 4.
    MOPTC, Portuguese Law No. 110/2009 of May 18. Ministry of Public Works, Transports and Communications, Daily of the Republic, 1a Série - No. pp. 3061-3099 (May 18, 2009) (in Portuguese)Google Scholar
  5. 5.
    MOPTC, Portuguese Law No. 380/2007 of November 13. Ministry of Public Works, Transports and Communications, Daily of the Republic 1st Series - No. pp. 8403-8437 (2007) (in Portuguese)Google Scholar
  6. 6.
    Visser, A., Queiroz, C., Caroca, A.: Total cost rehabilitation method for use in pavement management. In: Proceedings of 3rd International Conference on Managing Pavements, Texas, USA, pp. 37–44 (1994)Google Scholar
  7. 7.
    NDLI: Modelling road deterioration and maintenance effects in HDM-4, pp.351, International Study of Highway Development and Management Tools, ND Lea International Ltd., Vancouver, British Columbia, Canada (1995)Google Scholar
  8. 8.
    Bennett, C.R.: Comparison of loadman and Benkelman beam deflection Measurements, p. 38. Four States Pavement Management Project, India (1994)Google Scholar
  9. 9.
    Fwa, T.F., Chan, W.T., Tan, C.Y.: Genetic-Algorithm Programming of Road Maintenance and Rehabilitation. Journal of Transportation Engineering 122(3), 246–253 (1996)CrossRefGoogle Scholar
  10. 10.
    Jain, S.S., Aggarwal, S., Parida, M.: HDM-4 Pavement Deterioration Models for Indian National Highway Network. Journal of Transportation Engineering 131(8), 623–631 (2005)CrossRefGoogle Scholar
  11. 11.
    Mrawira, D., et al.: Sensitivity Analysis of Computer Models: World Bank HDM-III Model. Journal of Transportation Engineering 125(5), 421–428 (1999)CrossRefGoogle Scholar
  12. 12.
    PIARC: Highway development and management, volume one – Overview of HDM-4, pp.43, World Road Association, Paris, France (2000)Google Scholar
  13. 13.
    Odoki, J., Akena, R.: Energy balance framework for appraising road projects. Proceedings of the Institution of Civil Engineers - Transport 161(1), 23–35 (2008)Google Scholar
  14. 14.
    Ihs, A., Sjögren, L.: An overview of HDM-4 and the Swedish pavement management system. In: VTI - Infrastructure Maintenance, p. 31. Linköping, Sweden (2003)Google Scholar
  15. 15.
    Ker, H.-W., Lee, Y.-H., Wu, P.-H.: Development of Fatigue Cracking Prediction Models Using Long-Term Pavement Performance Database. Journal of Transportation Engineering 134(11), 477–482 (2008)CrossRefGoogle Scholar
  16. 16.
    Austroads: Interim network level functional road deterioration models, p. 45. Austroads Ltd., Australia (2010)Google Scholar
  17. 17.
    JAE, Manual of pavement structures for the Portuguese road network, pp. 1–54. Junta Autónoma de Estradas, Portugal (1995) (in Portuguese)Google Scholar
  18. 18.
    IM: Climate Normal 71-00. Institute of Meteorology IP Portugal (2011), http://www.meteo.pt/en/oclima/clima.normais/006/ (cited September1, 2011]

Copyright information

© RILEM 2012 2012

Authors and Affiliations

  1. 1.Department of Civil EngineeringUniversity of CoimbraCoimbraPortugal
  2. 2.Department of Civil EngineeringUniversidade Nova de LisboaLisbonPortugal

Personalised recommendations