Technical Guides
4 min read
3/1/2026
Strip Seal Expansion Joint for Light Rail and Tram Bridges
By Engineering Team

Light rail and tram bridges require expansion joints that accommodate both the bridge deck movement and the rail track movement. The interaction between the bridge expansion joint and the rail track is a key design consideration that requires coordination between the bridge engineer and the track engineer.
Rail continuity at the expansion joint is the primary challenge. Continuously welded rail (CWR) is preferred for ride quality and noise reduction, but CWR cannot accommodate large bridge movements without special provisions. For bridge movements up to 20 mm, the rail can be continuous across the joint with a rail expansion device (RED) to accommodate the movement. For larger movements, a rail joint must be provided at the bridge expansion joint location.
The bridge expansion joint must be compatible with the rail track structure. For ballasted track, the joint must accommodate the ballast layer and provide a smooth transition for the track. For non-ballasted (slab track) systems, the joint must be integrated with the track slab and provide a precise surface for the rail fastening system.
Dynamic loading from light rail vehicles is different from highway loading. Light rail vehicles have a lower axle load (typically 80-100 kN per axle) but higher frequency of loading due to the regular service intervals. The fatigue design of the joint must account for this high-frequency loading.
Noise and vibration from light rail joints can be a significant concern for urban tram bridges near residential areas. The joint design should minimize the gap width and use rubber components to absorb impact energy. Anti-vibration pads under the rail fastening system near the joint can reduce structure-borne noise transmission.
Maintenance access for light rail bridge joints must be planned around the service schedule. Maintenance windows are typically limited to 3-4 hours overnight between the last and first services. The joint design should allow inspection and minor maintenance within this window without requiring track possession.