Technical Notes
Sep 2, 2022

Investigation of Poor Ride Quality in Steel-Bridge Girders Made Composite with Concrete Decks

Publication: Journal of Performance of Constructed Facilities
Volume 36, Issue 6

Abstract

This case study focuses on excessive and undesired deformations that occurred during construction of newly rehabilitated steel bridges. The case study responds to problems with elevation control and subsequent ride quality problems exhibited in newly constructed or newly rehabilitated steel girder bridges made composite with concrete decks cast atop steel girders. Forensic investigations were performed on three bridges that had been in service for only a few years. These investigations discovered strong evidence that cantilevered portions of concrete decks were not supported adequately during construction loadings. The purpose of the case study is to identify causes for undesirable elevation profiles, and to recommend design and construction practices to help mitigate problems created for the highway users and extend the useful life of bridges.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors gratefully acknowledge the sponsors of this case study, ODOT and W&W/AFCO Steel Co.

References

ASCE. 2017. Infrastructure report card. Reston, VA: ASCE.
Jayaseelan, H., B. W. Russell, and A. C. Webb. 2019. “Early age deflections in newly rehabilitated steel girder bridges made composite with concrete slabs.” Struct. Eng. Int. 29 (4): 1–11. https://doi.org/10.1080/10168664.2019.1605326.
ODOT (Oklahoma Dept. of Transportation Bridge Inventory). 2017. Deficient bridges: Replacement and rehabilitation progress. Oklahoma City, Oklahoma: ODOT.
Russell, B. W., X. Yang, J. Li, R. Mosier, K. Wang, J. Volz, D. Pittenger, and J. Daily. 2017. Comparative assessment of the current gross and axle truck weight and truck permitting laws in the United States. Final Report, ODOT SP&R Item No. 2271; 126. Oklahoma City: Oklahoma Dept. of Transportation.
Trejo, D., M. H. Head, J. Mander, T. Mander, M. Henley, R. Scott, T. Ley, and S. Patil. 2011. “Development of a precast bridge deck overhang system.” Technical Rep. No. FHWA/TX-10/0-6100-1. Austin, TX: Texas Dept. of Transportation.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 36Issue 6December 2022

History

Received: Feb 18, 2022
Accepted: Jun 20, 2022
Published online: Sep 2, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 2, 2023

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Authors

Affiliations

Assistant Professor of Civil Engineering, Engineering and Computer Science, Cedarville Univ., 251 N. Main St., Cedarville, OH 45314 (corresponding author). ORCID: https://orcid.org/0000-0003-0052-7681. Email: [email protected]
Bruce W. Russell [email protected]
Associate Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078. Email: [email protected]
Ibrahim S. Abdelmeguid [email protected]
Project Engineer, Structural Engineer, Jacobs, 717 17th St., Denver, CO 80202. Email: [email protected]

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