Working alongside SK&A Consulting Engineers, Freyssinet conducted a detailed inspection of post-tensioned tendons using Ground Penetrating Radar (GPR) to locate exact positions.
Observation pockets were created by removing damaged concrete or forming new openings, allowing engineers to assess tendon condition.
All tendons were found to be in good shape, and Freyssinet completed the repair process by preparing the concrete substrate and applying specified repair mortar, followed by a 72-hour curing process using wet burlap.