Tuesday, September 23, 2025
Track stability refers to track resistance to lateral movement, such as curves pushing out or buckling during hot weather, and/or curves pulling in when conditions are cooler. Track stability management applies equally to continuously welded rail (CWR), long welded rail (LWR) and jointed track.
If track stability is not effectively managed, it can lead to sudden infrastructure failure, often without clear visual warning signs. These failures can potentially cause derailments or collisions, leading to injury, fatalities, and/or major disruption to operations.
Managing the risk of track misalignment requires a combination of good design, operational controls and most critically, proactive maintenance and monitoring.
ONRSR expects Rail Infrastructure Managers (RIMs) to have clearly defined strategies for monitoring and controlling track stability. This includes identifying high-risk locations, applying targeted inspections and setting operational triggers.
While AS7643 Track Stability provides guidance on requirements for track stability management, recent incidents and ONRSR’s regulatory activities have shown that these practices are not always effectively implemented. This Safety Message highlights some key aspects to managing track stability.
Identification of high-risk locations is fundamental in preventing misalignments. It enables early rectification of defects, or application of operational restrictions. In some recent cases, derailments caused by track lateral stability issues occurred where high-risk locations were not identified.
In preparation for the approaching high-risk hot weather period, ONRSR expects that each RIM should be able to demonstrate, with a reasonable degree of certainty, the following:
Note: Although poor management of stress-free temperature (and joint gaps/rail creep in jointed track) is a major factor in misalignments, the risk assessment for any section of track must consider all contributing factors which influence track stability, not stress-free temperature alone.
RIMs should undertake an assessment to manage the risk of track instability and determine the track lateral strength is above acceptable thresholds. Additionally, the SFT (or rail joint gaps, as appropriate) are managed within an acceptable tolerance range both above and below the target SFT (or rail joint gaps, as appropriate).
Once high-risk locations have been identified, RIMs should implement measures to:
If a track misalignment occurs, RIMs are expected to investigate to determine the cause and identify any necessary corrective actions. These actions include, but are not limited to:
RIMs are encouraged to review their existing track stability management practices, ahead of the high-risk hot weather period, and ensure they understand the risk across their entire network.
RIMs are encouraged to review additional guidance material below: