Load-Rating Procedures and Performance Evaluation of Metal Culverts
Publication: Journal of Bridge Engineering
Volume 17, Issue 1
Abstract
Load-rating factors are used to evaluate the service life or safety of culverts based on the culvert wall strength and soil cover depth over the culvert. Current culvert load-rating methods have deficiencies in identifying potential critical conditions of corrugated metal culverts. Current load-rating procedures do not provide explicit guidance to the engineer for load rating and evaluation of culvert condition. To ensure good performance over the design life, corrugated metal culverts must be designed and regularly evaluated using an effective load-rating method. The main objective of this study was to investigate the effectiveness of current load-rating procedures. Recommendations are made to improve the analysis and evaluation procedures for corrugated metal culverts. The proposed load-rating procedure is based on an extensive review of load-rating procedures and design practices, experimental data, and theoretical investigations. The proposed method does not include a rating factor for cover depth. However, the design cover depth is required to be checked during the initial design stage to ensure structural stability. New capacity reduction factors are introduced for culvert wall and seam, which require different appraisals for wall and seam during annual inspections. The effect of external live loads is not included in the proposed load-rating procedure for deep culverts and for culverts subjected to low live load stresses. Field data from 39 in-service culverts showed that the proposed load-rating procedure is effective in evaluation of the existing condition of culverts.
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Acknowledgments
Funding for this research was provided by the Ohio Department of Transportation (ORDOTODOT) and is gratefully acknowledged. The writers thank the ODOT Office of Structural Engineering and, in particular, technical liaisons Amjad Waheed, P.E., and Bill Krouse, P.E., for their assistance with the project.
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© 2012 American Society of Civil Engineers.
History
Received: Jul 15, 2010
Accepted: Dec 22, 2010
Published online: May 12, 2011
Published in print: Jan 1, 2012
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