The article is devoted to the assessment of engineering and geological conditions of the Ivano-Frankivsk region, as a possible factor influencing the safe operation of bridges and bridge overpasses. An analysis of the condition of the bridges was carried out according to age characteristics and the location of the structure in accordance with the engineering and geological zoning of the study area. The possible impact of landslide processes on bridges and bridge crossings was investigated using GIS methods. Reconstruction of bridges is associated with the emergency state of the bridge crossing, which arose as a result of external influences, including as a result of natural phenomena – floods, mudflows, landslides, coastal erosion, changes in the watercourses. These phenomena are especially relevant for the territory of the Carpathian region. The distribution of bridges in relation to their total number on the territory of Ivano-Frankivsk region by year is given, and the connection of their location with engineering and geological zoning is indicated. It is shown that the number of reconstructed bridges is related to the maximum total monthly precipitation. The influence of the development of dangerous exogenous geological processes on the operation of bridge crossings was assessed using the methods of geoinformation analysis. The impact of landslide processes on the state of bridges was studied. The analysis of the histograms of the distribution of the distance from the bridge to the landslide object measured by map layers in the GIS environment shows the differences in the distributions in connection with the distance to the landslides for the reconstructed bridges, which indicates the need to differentiate the assessment of damage threats. The applied statistical non-parametric Mann-Whitney U-test for the series of distances to landslides and meandering coefficients of watercourses in the area of the bridges, according to the indicator of grouping - the presence or absence of reconstructions, revealed that the samples by grouping for two types of bridges, reconstructed and not reconstructed, according parameters of distances to landslides and tortuosity coefficients, are dependent, that is, they belong to the same general population. Therefore, the distance to the landslide and the meandering coefficient of the channel are not the determining factors that affect the fact of the reconstruction of the bridge. Further analysis of the stability of bridges and bridge crossings through a detailed study of the engineering and geological conditions of the research area and the dynamics of the state of watercourses with the involvement of GIS tools should be considered logical and justified. Keywords: exogenous geological processes, landslides, engineering-geological zoning, bridge crossings, geoinformation analysis.
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