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Fragility curves evaluating a risk of railway embankment fill and trackballast scour were developed. To develop fragility curves, twowell-documented events of single-track railway washout during floods in Japanwere investigated. Type of damage to the railway was categorized into nodamage, ballast scour, and embankment scour, in order of damage severity.Railway overtopping water depth for each event was estimated based onwell-documented hydrologic and hydraulic analyses. Normal and log-normalfragility curves were developed based on damage probability derived fromfield records and the estimated overtopping water depth. A combined ballastand embankment scour model was validated by comparing the results of previousstudies and the spatial distribution of railway damage type records

Development of fragility curves for railway embankment and ballast scour due to overtopping flood flow