Assessment of Simplified Rating Factor Methodology for Shallow Cover Metal Culverts

Culverts under existing roadways that do not meet current design and construction cover requirements are common. Even though they may have performed without any issues for decades, rating many of them using today’s specifications and methodologies will result in a score that represents insufficiency, thus requiring the owner to replace or post the culvert. While advanced analyses, such as nonlinear finite element modeling and load testing, can be used to rate culverts with better accuracy than typical simplified calculations, those approaches are costly and require a high level of expertise. Therefore, simplified approaches to load rating shallow buried corrugated metal culverts that emphasize the available resistance of the structure rather than automatically rendering a rating that defines the structure as insufficient when the design cover requirement is not satisfied are developed and assessed herein. The accuracy and applicability of the methodology are demonstrated using finite element results from a two-dimensional finite element software developed specifically for culvert analysis and design.

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Publication Details

Journal
Applied Sciences
Published
2024-12-11
DOI
https://doi.org/10.3390/app142411570
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
0.00

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article

Assessment of Simplified Rating Factor Methodology for Shallow Cover Metal Culverts

James S. Davidson, B. J. Anderson, Bujing Liu
Applied Sciences
Geotechnical Engineering and Underground Structures
article

Assessment of Simplified Rating Factor Methodology for Shallow Cover Metal Culverts

James S. Davidson, B. J. Anderson, Bujing Liu
article en

Abstract

Culverts under existing roadways that do not meet current design and construction cover requirements are common. Even though they may have performed without any issues for decades, rating many of them using today’s specifications and methodologies will result in a score that represents insufficiency, thus requiring the owner to replace or post the culvert. While advanced analyses, such as nonlinear finite element modeling and load testing, can be used to rate culverts with better accuracy than typical simplified calculations, those approaches are costly and require a high level of expertise. Therefore, simplified approaches to load rating shallow buried corrugated metal culverts that emphasize the available resistance of the structure rather than automatically rendering a rating that defines the structure as insufficient when the design cover requirement is not satisfied are developed and assessed herein. The accuracy and applicability of the methodology are demonstrated using finite element results from a two-dimensional finite element software developed specifically for culvert analysis and design.

Applied SciencesVol. 14(24)
Auburn University (US)
Alabama Department of Transportation
Sustainable cities and communities
Openalex Percentile: Top 74%
Geotechnical Engineering and Underground Structures
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