Technical Guides
3 min read
3/1/2026
Bridge Expansion Joint for Bridges in Extreme Heat Climates
By Engineering Team

Bridge expansion joints in extreme heat climates face unique challenges from very high temperatures, intense UV radiation, and large thermal movements. The joint design must address these challenges to achieve the required service life.
High-temperature material requirements for extreme heat climate joints are more stringent than for temperate climates. EPDM rubber seals must maintain their flexibility and sealing performance at temperatures up to 70 degrees C. Standard EPDM compounds may soften and deform at the highest temperatures expected in desert climates.
Thermal movement in extreme heat climates is larger than in temperate climates due to the higher temperature range. A bridge in a desert climate with a temperature range of 80 degrees C has 60% more thermal movement than a bridge in a temperate climate with a temperature range of 50 degrees C. The joint must be designed for this larger movement range.
UV radiation in extreme heat climates is intense and can accelerate the degradation of rubber seals and organic coatings. EPDM rubber with high carbon black content provides the best UV resistance. Organic coatings must be formulated for high UV resistance and must be inspected and recoated more frequently than in temperate climates.
Gap setting in extreme heat climates must account for the high installation temperature. If the joint is installed during the hottest part of the year, the gap must be set smaller than the mean gap to allow for thermal expansion. The gap calculation must use the correct installation temperature and the full temperature range.
Maintenance in extreme heat climates is challenging due to the high temperatures and the remote locations of many desert bridges. Maintenance must be scheduled during the cooler parts of the year to protect workers from heat stress. The joint design should minimize the frequency of maintenance interventions.