Reliability-based decision support tool for life cycle design and management of highway bridge decks

TAC/ATC 2008 - 2008 Annual Conference and Exhibition of the Transportation Association of Canada: Transportation - A Key to a Sustainable Future

Volumn , Issue , 2008, Pages

  Lounis, Zoubir ^a   Daigle, Lyne ^a  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

Author keywords

Highway bridge decks; Life cycle costs; Life cycle management; Reliability; Service life

Indexed keywords

BRIDGE DECKS; BRIDGES; CHLORINE COMPOUNDS; COST REDUCTION; DECISION SUPPORT SYSTEMS; DESIGN; FORECASTING; HIGHWAY BRIDGES; HIGHWAY PLANNING; MAINTENANCE; RELIABILITY;

AGGRESSIVE ENVIRONMENT; DECISION SUPPORT SOFTWARE; DECISION SUPPORT TOOLS; LIFE CYCLE COST ANALYSIS MODELS; LIFE-CYCLE MANAGEMENT; LIFE-CYCLE PERFORMANCE; LIFECYCLE COSTS; SERVICE LIFE PREDICTION;

SERVICE LIFE;

EID: 84896681156     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (29)

1. Lounis, Z., and Mirza, M. S. 2001. Reliability-based service life prediction of deteriorating concrete structures. Proceedings of the Third International Conference on Concrete Under Severe Conditions, Vancouver, 965-972.
2. Weyers, R. E., Fitch, M. G., Larsen, E. P., Al-Qadi, I. L., Chamberlain, W. P., and Hoffman, P. C. 1994. Concrete Bridge Protection and Rehabilitation: Chemical and Physical Techniques - Service Life Estimates. SHRP-S-668, Strategic Highway Research Program, National Research Council.
3. Tuutti, K. 1982. Corrosion of Steel in Concrete. Swedish Cement and Concrete Research Institute, Stockholm, Sweden, 469 p.
4. AASHTO 1998 (Rev. 2002). Guide for Commonly Recognized Structural Elements. American Association of State Highway and Transportation Officials, 54 p.
5. Crank, J. 1975. The Mathematics of Diffusion (2nd ed.), Oxford University Press, London, 414 pp.
6. Tang, L, and Nilsson, L.-O. 1992. Chloride Diffusivity in High Strength Concrete at Different Ages. Nordic Concrete Research, Pub. No. 11 (1), 162-171.
7. Pedersen, V. and Arntsen, B. 1998. Effect of Early-age Curing on Penetration of Chloride Ions Into Concrete in the Tidal Zone. Proc. of the 2nd Intl. Conf. on Concrete under Severe Conditions, CONSEC '98, Tromso, Norway, June 21-24, 468-477.
8. Daigle, L. and Lounis, Z. 2006. SLAB-D: Version 1.0: User's manual: Service Life Analysis of Bridge Decks. NRC Client Report B5318.3, 119 p.
9. Bamforth, P.B. 1998. Spreadsheet model for reinforcement corrosion in structures exposed to chlorides. in Concrete under Severe Conditions 2: Environment and Loading (Vol. 1), O.E. Gjørv, K. Sakai and N. Banthia (eds.), E & FN Spon, London, 64-75.
10. Maage, M., Helland, S., Poulsen, E., Vennesland, Ø., and Carlsen, J.E. 1996. Service life prediction of existing concrete structures exposed to marine environment. ACI Materials Journal, 93(6), 602-608.
11. Mangat, P.S., and Molloy, B.T. 1994. Prediction of long term chloride concentration in concrete. Materials and Structures, 27, 338-346.
12. Glass, K., and Buenfeld, N.R. 1995. Chloride threshold levels for corrosion induced deterioration of steel in concrete. Chloride Penetration into Concrete, L.-O. Nilsson and J.P. Ollivier (eds.), 429-440.
13. Bažant, Z.P. 1979. Physical model for steel corrosion in concrete sea structures - Theory. Journal of the Structural Division, Vol. 105(ST6), 1137-1153.
14. Andrade C. and Alonso C. 2001. On-site measurements of corrosion rate of reinforcements. Construction and Building Materials, 15(2-3), 141-145.
15. Timoshenko, S.P. 1956. Strength of Materials. Part II: Advanced Theory and Problems, Princeton, NJ.
16. Lounis, Z., Martin-Perez, B., Daigle, L., Zhang, J. 2006. Decision Support Tools for Service Life Prediction and Rehabilitation of Concrete Bridge Decks - Final Report, Institute for Research in Construction, National Research Council Canada (B5318.2), 260 p.
17. Hawk, H. 2003. Bridge Life-Cycle Cost Analysis. NCHRP Report 483, Transportation Research Board.
18. Golabi, K., Thompson, P.D., and Hyman, W.A. 1993. Pontis- Version 2.0: Technical Manual: A Network Optimization System for Bridge Improvement and Maintenance. Report FHWA-SA-93-031, Federal Highway Administration, Washington, D.C.
19. Ehlen, M.A., and Marshall, H.E. 1996. The economics of New Technology Materials: A Case Study of FRP Bridge Decks. NISTIR 5864, 67 p.
20. Walls, J. and Smith, M.R. 1998. Life Cycle Cost Analysis in Pavement Design. Interim Technical Bulletin, Publication No. FHWA-SA-98-079, 107 p.
21. Goulet, S. 2004. Projet de construction d'un pont possédant une durée de service anticipée de 150 ans. 2004 Annual Conference of the Transportation Association of Canada, Québec City, September 19-22.
22. Ministère des Transports du Québec. 2007. http://transports.atlas.gouv.qc.ca(accessed in April 2007).
23. Ministère des Transports du Québec. 2004."Débit de circulation 2004 (map)". Direction du laboratoire des chaussées, Services des chaussées, donnees-circulation@mtq.gouv.qc.ca.
24. Babaei, K., and Hawkins, N.M. (1992). Performance of rehabilitated/ protected concrete bridge decks. Corrosion Forms & Control for Infrastructure, Chaker, V (ed.), ASTM STP 1137, 140-154.
25. Markow M., Madanat S. and Gurenich D. (1993). Optimal rehabilitation times for concrete bridge decks. Transportation Research Record 1392, Transportation Research Board, 79-89.
26. Statistics Canada. 2003. Canadian Vehicle Survey, Cat. No. 53-223-XIE.
27. Transport Canada. 2006. Road Safety in Canada - 2003. TP 13951E.
28. Transport Canada. 1994. Guide to Benefit-Cost Analysis in Transport Canada. TP11875E.
29. Daigle, L. and Lounis, Z. 2006. Life cycle cost analysis of high performance concrete bridges considering their environmental impacts. INFRA 2006 - Le Québec en chantier : optimiser les interventions (Ville de Québec, November 20, 2006).