Technical Guides
4 min read
3/1/2026

Strip Seal Expansion Joint Anchor Bolt Design and Torque Specifications

By Engineering Team

Strip Seal Expansion Joint Anchor Bolt Design and Torque Specifications
Anchor bolts are the critical connection between the strip seal expansion joint edge beams and the bridge deck concrete. They must transfer vertical loads, uplift forces, and lateral forces while maintaining their clamping force over the full design life. Anchor bolt design begins with determining the design loads. Vertical load is the primary load case, calculated from the design wheel load multiplied by the dynamic amplification factor. For a standard highway bridge, the design vertical load per anchor bolt is typically 30-80 kN depending on bolt spacing and traffic loading. Uplift force is taken as 30-50% of the vertical load. Bolt size selection is based on the design loads and the required embedment depth. Minimum bolt diameter for highway bridge expansion joints is M20 (20 mm), with M24 or M30 preferred for heavily loaded joints. The embedment depth must be sufficient to develop the required pull-out resistance in the concrete, typically a minimum of 10 times the bolt diameter. Epoxy adhesive anchors are preferred for both new construction and retrofit installations. They provide more reliable pull-out resistance than cast-in anchors in existing concrete, and they allow precise positioning of the anchor bolts. The epoxy adhesive must be compatible with the concrete and must be installed according to the manufacturer's instructions, including hole cleaning and minimum cure time before loading. Torque specifications for anchor bolts ensure adequate clamping force and prevent loosening under traffic loading. The specified torque is calculated from the bolt size, grade, and friction coefficient. For M24 Grade 8.8 bolts, the specified torque is typically 300-400 Nm. Torque must be applied using a calibrated torque wrench and verified during the post-installation inspection. Stainless steel anchor bolts (Grade A4-70) are recommended for bridges in aggressive environments where carbon steel bolts would be susceptible to corrosion. The higher cost of stainless steel is justified by the elimination of corrosion-related maintenance and replacement costs over the bridge life.