Technical Guides
4 min read
3/1/2026

Rubber Expansion Joint for Timber Bridges: Special Considerations

By Engineering Team

Rubber Expansion Joint for Timber Bridges: Special Considerations
Timber bridges have unique characteristics that affect expansion joint design and installation. Wood is hygroscopic, meaning it absorbs and releases moisture with changes in humidity, causing significant dimensional changes. The expansion joint must accommodate both thermal movement and moisture-induced movement. Moisture-induced movement in timber bridges can be significantly larger than thermal movement. The coefficient of moisture expansion of wood is approximately 0.2-0.3% per percent change in moisture content, compared to 0.001% per degree C for thermal expansion. A change in moisture content of 5% can cause a 1-1.5% dimensional change in the wood, which for a 10-meter bridge span corresponds to 10-15 mm of movement. The combined thermal and moisture movement must be calculated to determine the required movement range of the expansion joint. For timber bridges in humid climates with large seasonal humidity variations, the total movement range may be 2-3 times larger than for a comparable concrete or steel bridge. Adhesive bonding of rubber joints to timber substrates requires careful selection of the adhesive system. Epoxy adhesives have limited flexibility and may crack as the timber moves. Polyurethane adhesives are more flexible and are better suited to timber substrates. The adhesive must be compatible with the wood species and any wood preservative treatments. Mechanical fastening of rubber joints to timber bridges is often preferred over adhesive bonding due to the movement of the timber substrate. Stainless steel screws or bolts through the rubber and into the timber provide a reliable connection that can accommodate the timber movement without bond failure. Maintenance of rubber joints on timber bridges requires more frequent inspection than on concrete or steel bridges due to the larger movements and the potential for wood decay at the joint location. The joint area should be inspected annually for signs of wood decay, fastener corrosion, and rubber deterioration. Any decay or corrosion must be treated promptly to prevent structural damage.