Linear and nonlinear modelling for capacity assessment of Saxon Street overbridge BFO/1B

This paper presents a summary of the assessment of Saxon Street overbridge (BFO/1B), located in Milton Keynes, as conducted by AtkinsRéalis to determine the bridge’s remaining live load capacity. Previous assessments indicated that the bridge was unable to support rail live loading, classifying it as ‘route availability zero’ (RA0) according to Guidance Note NR/GN/CIV/025 published by Network Rail (NR) in 2006. Currently, the bridge accommodates a single bi-directional track across its four-span arrangement. NR sought to explore the possibility of increasing the bridge’s assessed capacity to ensure its continued use. This paper delves into the assessment methodology, including the modelling, real-time testing and monitoring performed by East West Rail Alliance, to re-evaluate the bridge’s capacity and ensure its usability in the future.

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Publication Details

Journal
Proceedings of the Institution of Civil Engineers - Bridge Engineering
Published
2026-08-03
DOI
https://doi.org/10.1680/jbren.25.00043
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
0.00
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article

Linear and nonlinear modelling for capacity assessment of Saxon Street overbridge BFO/1B

Jan Winkler, Iason Iakovidis, Oliver P. Breen
Proceedings of the Institution of Civil Engineers - Bridge Engineering
Railway Engineering and Dynamics
article

Linear and nonlinear modelling for capacity assessment of Saxon Street overbridge BFO/1B

Jan Winkler, Iason Iakovidis, Oliver P. Breen
article en

Abstract

This paper presents a summary of the assessment of Saxon Street overbridge (BFO/1B), located in Milton Keynes, as conducted by AtkinsRéalis to determine the bridge’s remaining live load capacity. Previous assessments indicated that the bridge was unable to support rail live loading, classifying it as ‘route availability zero’ (RA0) according to Guidance Note NR/GN/CIV/025 published by Network Rail (NR) in 2006. Currently, the bridge accommodates a single bi-directional track across its four-span arrangement. NR sought to explore the possibility of increasing the bridge’s assessed capacity to ensure its continued use. This paper delves into the assessment methodology, including the modelling, real-time testing and monitoring performed by East West Rail Alliance, to re-evaluate the bridge’s capacity and ensure its usability in the future.

Proceedings of the Institution of Civil Engineers - Bridge Engineering
Warsaw University of Technology (PL), Atkins (United Kingdom) (GB)
Openalex Percentile: Top 18%
Railway Engineering and Dynamics
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