Ensuring Stability for all Stages of Barmouth Viaduct Metallic Spans Replacement

Barmouth Viaduct is a 150-year-old Grade II* listed structure and a significant landmark on the north-west coast of Wales in the UK. The bridge is an access route, carrying a single-track railway, a public footpath and cycleway over an estuary. The 820 m long structure consists of the longest timber railway bridge in Great Britain and five metallic spans over the navigation channel. In 2020 it was recognised that the metallic spans were life expired and a design and build contract was awarded for their replacement. An innovative method for the reconstruction of the structure was needed as traditional methods using jack-up barges and cranes were not cost-effective and introduced additional risk to the project. This paper covers the technical aspects related to the detailed design of the construction method for new metallic spans including the main temporary works that were adopted to ensure stability at all stages of the works and were key to the successful delivery of the heritage structure.

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Publication Details

Journal
Structural Engineering International
Published
2026-10-09
DOI
https://doi.org/10.1080/10168664.2026.2714008
Primary Topic
Construction Engineering and Safety
Type
article
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article

Ensuring Stability for all Stages of Barmouth Viaduct Metallic Spans Replacement

Mark Scrivener, Riccardo Stroscio, Thomas Ashworth, Rebekah Cheah et al.
Structural Engineering International
Construction Engineering and Safety
article

Ensuring Stability for all Stages of Barmouth Viaduct Metallic Spans Replacement

Mark Scrivener, Riccardo Stroscio, Thomas Ashworth, Rebekah Cheah, Douglas Blogg
article en

Abstract

Barmouth Viaduct is a 150-year-old Grade II* listed structure and a significant landmark on the north-west coast of Wales in the UK. The bridge is an access route, carrying a single-track railway, a public footpath and cycleway over an estuary. The 820 m long structure consists of the longest timber railway bridge in Great Britain and five metallic spans over the navigation channel. In 2020 it was recognised that the metallic spans were life expired and a design and build contract was awarded for their replacement. An innovative method for the reconstruction of the structure was needed as traditional methods using jack-up barges and cranes were not cost-effective and introduced additional risk to the project. This paper covers the technical aspects related to the detailed design of the construction method for new metallic spans including the main temporary works that were adopted to ensure stability at all stages of the works and were key to the successful delivery of the heritage structure.

Structural Engineering International
Tony Gee and Partners (GB)
Openalex Percentile: Top 18%
Construction Engineering and Safety
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Ensuring Stability for all Stages of Barmouth Viaduct Metallic Spans Replacement — Mark Scrivener, Riccardo Stroscio, et al. · Structural Engineering International (2026) | TGRS Research Map | TGRS