Communications - Scientific Letters of the University of Zilina 2013, 15(3):102-106 | DOI: 10.26552/com.C.2013.3.102-106

Life-Cycle Cost Analysis in Pavement Management System

Jan Mikolaj1, Frantisek Schlosser1, Lubos Remek1
1 Faculty of Civil Engineering, University of Zilina, Slovakia

Pavement Management System (PMS) is a set of methods and tools which allow for optimal allocation of limited resources while keeping the road network in serviceable condition. The system evaluates the viability of all maintenance, rehabilitation and reconstruction (MR&R) actions; the evaluation is a comparison process between procurement cost of MR&R action and benefits, which are achieved by the new, more favourable, serviceability conditions attained as a result of this particular action. The investment cost - procurement costs of MR&R action - are evaluated in terms of economical effectiveness by means of Life-Cycle Cost Analysis (LCCA).

Keywords: pavement management system, pavement evaluation, serviceability, structural analysis, user costs, cost benefit analysis

Published: August 31, 2013  Show citation

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Mikolaj, J., Schlosser, F., & Remek, L. (2013). Life-Cycle Cost Analysis in Pavement Management System. Communications - Scientific Letters of the University of Zilina15(3), 102-106. doi: 10.26552/com.C.2013.3.102-106
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References

  1. MIKOLAJ, J.: The Road Network Management System in Slovakia. Transport Reviews, Taylor and Francis Ltd. London, vol. 16, No. 4, pp. 313-321, 1996. Go to original source...
  2. FEDERAL HIGHWAY ADMINISTRATION: Life-Cycle Cost Analysis in Pavement Design. U.S. Department of Transportation, Federal Highway Administration. Publication No. FHWA-SA-98-079
  3. BENKO, Z.: Pavement Management Systems Employed by Slovak Road Administration. Proc. of Q-2012 Conference Construction, Financing and Management of Roads and Motorways, University of Zilina, pp. 44-482012, ISBN 978-80-554-0572-8.
  4. CELKO, J., KOVAC, M., DECKY, M.: Analysis of Selected Pavement Serviceability parameters. Communications - Scientific Letters of the University of Zilina, No. 3, 2011, ISSN 1335-4205. Go to original source...
  5. ENGINEERING AND RESEARCH, Inc.: Eri Kuab - Falling Weight Deflectometer, 2013.
  6. KOMACKA, J., CELKO, J.: CANUV - Computer Program for Analysis of the Bearing Capacity on the Deflection Bowl Basis. Studies of University of Transport and Communications in Zilina, vol. 19, pp. 63-70, Zilina, 1996.
  7. KOMACKA, J.: Change of Bearing Capacity Characteristics of Asphalt Pavement Communications - Scientific Letters of the University of Zilina, No. 3, 2011, ISSN 1335-4205. Go to original source...
  8. Slovak Office of Standards SUTN: STN 73 6160 Evaluation of Asphalt Bituminous Mixtures, 1986
  9. European Standardisation Organisation CEN, EN12697-26: Bituminous Mixtures - Test Methods for hot mix asphalt - part 26: Stiffness
  10. SCHLOSSER, F. et al.: Rheological Characteristics of Asphalt Mixtures Extracted from Circular Test Track: Testing of Bituminous Mixtures, VU report No. 93/SvF/98. University of Zilina, 1998
  11. European Standardisation Organisation CEN, EN12697-24: Bituminous Mixtures - Test Methods for Hot-mix Asphalt - part 24. Resistance to fatigue, 2003
  12. TROJANOVA, M., ZGUTOVA, K., PEPUCHA, L., PITONAK, M.: Inter-laboratory Comparison of Accredited Laboratories in Terms of Benchmarking in Slovakia, Communications - Scientific Letters of the University of Zilina, No. 3a, 2010. Go to original source...
  13. MIKOLAJ, J., VALUCH, M., PEPUCHA, L.: Innovative Road Management Arrangement in Slovakia / Dispositifs Novateurs de Gestion de la Route en Slovaquie, Proc. of XXIV World Road Congress Roads for a better life Mobility, sustainability and development, September 2011, Mexico City, DVD 12s.

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