Specifications include, but are not limited to: The eastbound bridge over the Clark Fork River on Interstate 90 at R.P. 53.7 (SID #01361 Link for reference) has concrete bridge rail and concrete approach rail damage on the West end of the bridge, left side of the roadway. The concrete bridge rail on the west end, left side is damaged for approximately 4 feet and a single, 10-foot section of the concrete approach rail was damaged. The remaining approach rail sections are undamaged. Remove the one damaged concrete approach guardrail section and supply and replace with a new section. Repair damaged concrete bridge rail by removing the damaged section and any additional length of bridge rail necessary to splice in new longitudinal reinforcing bars. Supply all new nuts, washers, transitions, connecting pins, concrete, epoxy coated reinforcing bars, and any other miscellaneous hardware necessary for completing the installation. Field verify all dimensions, damage quantities, and new repair materials needed before ordering or fabricating.
