The safe bridges functioning is a condition for long-term and accident-free operation of highways and railways. This work object is to study the short-term deformations of the bridge. The relevance of this problem is that the short-period component of deformations understudied, because its monitoring requires continuous observations of the bridge structure and requires the installation of stationary measurement stations. The very values of the deformations and their influence on the safe functioning of the structure remain little researched. A Leica TCR 1205 electronic reflection-free total station was used to study the short-term deformations of the bridge along Popovycha Street in Rivne. Eight cycles of observations were conducted during daylight hours from one station. The measurement results were processed as double exact measurements of homogeneous quantities. 
 The monitoring results indicate that the short-term deformations of the bridge beams are significant and can be recorded by geodetic methods. Spatial deformations of different points of the bridge in one cycle differ significantly from each other. The maximum deformation values obtained at the points turned towards the sun's rays. There are complex deformations of the beams, such as transverse bending and torsion, which significantly increases the forces in the structural elements of the bridge. Short-term deformations reach their maximum value at the period from 1 to 4 p.m., and then subside. The hypothesis that the main cause of short-term deformations is the heating of structures by solar rays seems reliable. Short-term deformation monitoring should be considered as an integral part of the bridge information system (BrIM).