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The structural condition assessment of the Ultra High Performance Fiber Reinforced Concrete (UHPFRC) pedestrian bridge at SRJK(C) Pui Ying, Sementa Di Jln Kapar, FT005 Klang, Selangor is essential for safety. This study uses operational modal analysis (OMA) and finite element model (FEM) updating techniques to overcome challenges posed by limited current state information and environmental factors. OMA evaluates the bridge's dynamic behavior, while FEM updating aligns numerical models with real-world data. These methods require careful monitoring and expert interpretation. Collaboration among stakeholders is crucial. The study aims to conduct OMA, update FEM, assess structural condition, and provide maintenance guidelines.