This thesis examines the second geodetic survey of the bicycle bridge over the Sava Dolinka River in Mojstrana, conducted to determine the structure’s movements over a five-year period. The survey is based on a combination of the static GNSS method and classical terrestrial surveying, which allow for the precise determination of the coordinates of the base stations and observation points, as well as a reliable comparison of the results with the 2021 survey. The geodetic network was established at the same points as in the first survey, and the stabilization of the points ensured the repeatability of the measurements. GNSS observations were processed using Leica Infinity software, while terrestrial measurements were adjusted using the geodetic software programs RamWin and VimWin. During processing, an S-transformation was performed due to differences in coordinate determination accuracy between GNSS and the classical terrestrial method. The adjustment results show that the displacements are small and consistent with the loads the bridge experiences in the Alpine environment, therefore, they do not indicate structural instability.
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