2024 Manchester freight derailment: timber track screw failure lessons for engineers
Reviewed by Tom Sullivan

First reported on New Civil Engineer
30 Second Briefing
The derailment of a freight train on a bridge in Audenshaw, Greater Manchester, on 6 September 2024 was caused by failure of screws securing the rails to a timber support system, according to the Rail Accident Investigation Branch. The incident occurred on a bridge structure where the track was fastened to timber rather than conventional concrete or steel bearers, and the screw fixings did not maintain adequate restraint. The findings point to the need for closer inspection regimes and design checks for timber-supported track, particularly at bridge locations with high dynamic loading.
Technical Brief
- Monitoring recommendations include more frequent torque or clamping-force checks on fastenings in high dynamic-load zones.
Our Take
RAIB’s involvement here aligns with other recent UK incidents in our database, such as the Avanti West Coast slope‑failure warning and the Gloucestershire heritage footbridge strike, signalling that track support integrity is now being scrutinised alongside earthwork stability and lineside structures as a systemic safety theme.
For UK rail projects in urban areas like Greater Manchester, this type of timber support screw failure is likely to drive more conservative design checks and inspection regimes for non‑standard or temporary trackforms, especially where freight traffic and mixed‑use corridors are involved.
Within the 25 Hazards stories in our coverage, RAIB appears repeatedly as a lead investigator, which means its recommendations from this Manchester derailment will probably be treated as de facto design and maintenance guidance by Network Rail and contractors even before formal standards are updated.
Prepared by collating external sources, AI-assisted tools, and Geomechanics.io’s proprietary mining database, then reviewed for technical accuracy & edited by our geotechnical team.
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