TECHNICAL PAPERS
Jun 15, 2004

Bridge Rating and Reliability Correlation: Comprehensive Study for Different Bridge Types

Publication: Journal of Structural Engineering
Volume 130, Issue 7

Abstract

Accumulation of research in the field of bridge evaluation based on structural reliability justifies the consideration of reliability index as the primary measure of safety for bridges. Furthermore, the lifetime bridge evaluation techniques are being mostly based on reliability methods. Currently, bridge safety is measured in terms of the rating factor, which reflects the live load capacity of the structure. In order to investigate the reliability index of an existing bridge and to consider its relation to the rating factor, an in-depth investigation of the interaction between these two safety measures for different limit states of different bridge types is desirable. This paper presents the results of a study in which the interaction between rating and reliability of a group of 14 bridges in an existing bridge network was investigated. This investigation is based on advanced methods to evaluate the reliability of each bridge in the network. Rating factors for different bridge groups are identified based on bridge type, and bridge groups are compared based on mean group rating factor. Bridge rating and reliability are quantified when each bridge starts its service life. The bridge rating factor and the reliability index are evaluated for various limit states belonging to different member types within the bridge network. A correlation study between bridge rating factor and reliability index of different bridge types in an existing network reveals interesting results.

Get full access to this article

View all available purchase options and get full access to this article.

References

Akgül, F., and Frangopol, D. M.(2003). “Rating and reliability of existing bridges in a network.” J. Bridge Eng., 8(6), 383–393.
Akgül, F., and Frangopol, D. M.(2004). “Computational platform for predicting lifetime system reliability profiles for different structure types in a network.” J. Comput. Civ. Eng., 18(2), 92–104.
American Association of State Highway and Transportation Officials (AASHTO). (1994). Manual for condition evaluation of bridges, as revised by the interim revisions for 1995, 1996, 1998, and 2000, Washington, D.C.
American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges, 16th Ed., Washington, D.C.
American Association of State Highway and Transportation Officials (AASHTO). (1998). AASHTO LRFD bridge design specifications, 2nd Ed., Washington, D.C.
Ang, A. H.-S., and Tang, W. H. (1984). Probability concepts in engineering planning and design, Vol. II, Wiley, New York.
Colorado Department of Transportation (CDOT). (1995). Bridge rating manual, Staff Bridge Branch, Denver.
Enright, M. P., and Frangopol, D. M.(1998). “Service-life prediction of deteriorating concrete bridges.” J. Struct. Eng., 124(3), 309–317.
Frangopol, D. M., and Estes, A. C.(1997). “Lifetime bridge maintenance strategies based on system reliability.” Struct. Eng. Int. (IABSE,Zurich,Switzerland), 7(3), 193–198.
Ghosn, M., and Frangopol, D. M. (1999). “Bridge reliability: Components and systems.” Proc., Bridge Safety and Reliability, Chap. 4, D. M. Frangopol, ed., ASCE, Reston, Va., 83–112.
Imbsen, R. A., Liu, W. D., and Schamber, R. V. (1987). “Strength evaluation of existing reinforced concrete bridges.” NCHRP Rep., No. 292, National Cooperative Highway Research Program, Washington, D.C.
Lichtenstein, A. G. & Associates. (2001). Manual for condition evaluation and load rating of highway bridges using load and resistance factor philosophy, National Cooperative Highway Research Program, Washington, D.C., NCHRP Project C12-46.
Moses, F., and Verma, D. (1987). “Load capacity evaluation of existing bridges.” NCHRP Rep. No. 301, National Cooperative Highway Research Program, Washington, D.C.
Nowak, A. S.(1993). “Live load model for highway bridges.” Struct. Safety, 13, 53–66.
Nowak, A. S., Park, C. H., and Szersen, M. M. (1998). “Lifetime reliability profiles for steel girder bridges.” Proc., Optimal Performance of Civil Infrastructure Systems, D. M. Frangopol, ed., ASCE, Reston, Va., 139–154.
Shanafelt, G. O., and Horn, W. B. (1984). “Guidelines for evaluation and repair of damaged steel bridge members.” NCHRP Rep. No. 271, National Cooperative Highway Research Program, Washington, D.C.
Thoft-Christensen, P. (1998). “Lifetime reliability assessment of concrete slab bridges.” Proc., Optimal Performance of Civil Infrastructure Systems, D. M. Frangopol, ed., ASCE, Reston, Va., 181–193.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 130Issue 7July 2004
Pages: 1063 - 1074

History

Received: Oct 9, 2002
Accepted: Oct 10, 2003
Published online: Jun 15, 2004
Published in print: Jul 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Ferhat Akgül
PhD, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428; formerly, Graduate Student.
Dan M. Frangopol, F.ASCE
Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share