HNTB Corporation


The I-435 Bridge features seven bridge units and comprises parallel two-girder spans with a total length of 3,619 feet.


WJE performed a comprehensive evaluation of the bridge. Hands-on inspections were performed using visual and magnetic particle test methods. Light grinding was performed at locations where paint or weld overlaps obscured visual inspection access. Cracking was identified at more than seventy-five locations, including some locations with multiple cracks. A testing program was then carried out to measure the live load response of the structure at selected details. This program included instrumentation to monitor more than 150 strain gage and displacement channels during twenty-one separate test setups located throughout the bridge. Measurements were made under both control truck loadings and normal traffic. Based on the inspection and testing results, WJE engineers concluded that the cracking resulted from out-of-plane displacement and restraint forces at connections of various floor beams and lateral members to the main girders. The engineers then developed redundancy retrofit options as well as long-term fatigue and fracture retrofits to address fatigue-sensitive details. In the final phase of the project, WJE was retained under a specialty engineering contract to retrofit details susceptible to distortion-induced cracking or fracture due to high residual stresses or embedded defects. WJE crews installed several hundred retrofits throughout the bridge, including crack arrest holes, weld repairs, and core drilling of connection elements.