Technical Guides
4 min read
3/1/2026
Bridge Expansion Joint for Bridges in Industrial Zones: Chemical Resistance
By Engineering Team

Bridges in industrial zones may be exposed to chemicals, fuels, and aggressive pollutants that can attack the rubber and coating materials in expansion joints. Specifying joints with adequate chemical resistance is essential for achieving the design service life in these environments.
Chemical exposure assessment is the first step in specifying joints for industrial zones. The types and concentrations of chemicals that the joint may be exposed to must be identified. Common chemical exposures for bridges in industrial zones include fuel spills from vehicles, chemical spills from adjacent facilities, and atmospheric pollutants from industrial processes.
Rubber seal chemical resistance varies with the rubber compound and the specific chemical. EPDM rubber has good resistance to water, dilute acids, and alkalis, but limited resistance to petroleum products. Neoprene rubber has better resistance to petroleum products but lower UV and ozone resistance. Polychloroprene (CR) rubber offers a balance of chemical resistance properties suitable for many industrial applications.
Steel component protection in industrial zones requires enhanced coating systems. The atmospheric corrosivity in industrial zones is typically C4 (high) or C5 (very high) per ISO 9223, requiring more durable coating systems than in rural or urban environments. Hot-dip galvanizing plus a three-coat epoxy system provides adequate protection for most industrial zone bridges.
Concrete edge beam protection requires low-permeability concrete with chemical-resistant additives. Silica fume and fly ash additions improve the chemical resistance of concrete. Surface treatments such as epoxy coatings or silane impregnation can provide additional protection against chemical attack.
Maintenance frequency in industrial zones must be increased to account for the accelerated deterioration. Annual inspection should check for chemical attack on rubber seals, coating degradation on steel components, and concrete deterioration. Any damage must be repaired promptly to prevent escalation.