Bridges are critical infrastructures subjected to cyclic loading and require fatigue monitoring to prevent high maintenance costs due to fatigue failure. This paper, part of OWI-lab's research activities within the SafeLife-Infrabel project, presents a fatigue survey on four months of strain measurements of a steel railway bridge in Belgium, comprising 98 Fiber Bragg Gratings (FBGs). This study aims to develop a data-driven case/event detection scheme including measurements and operational data (e.g., train type and passage time). The first objective is to develop a Python package to separate the events by automatically selecting the train passage events from the strain time series to analyze them and also reduce the dataset size. Over the studied period, a total of 5000 events were detected. Then, the available operational data is complemented with properties estimated from the strain measurements, including the axle number, speed, and direction. Finally, the relation between the fatigue damage and different train features is studied by calculating the attributed fatigue damage using the Rainflow cycle counting method and the Palmgren-Miner rule. A notable damage difference existed between freight and passenger trains. In addition, the damage difference between loaded and empty freight trains was completely distinguishable, while the effect of occupancy was not very visible in passenger trains. Axle number had the highest impact among the passenger trains and had linear relation with damage. Also, the difference in fatigue damage between various types of passenger trains was less distinctive. Finally, the speed and direction affected the damage very slightly.