DEFORMATION MEASUREMENT AND ANALYSIS OF THE TRAFFIC INFRASTRUCTURE OBJECTS

Abstract

This paper deals with the geodetic survey of the overpass located at km 39 + 802.41 of the E763 highway, Belgrade-South Adriatic area. The theoretical part of the paper shows the basic properties of the bridges, describes all the geodetic work that needs to be carried out throughout the process of construction of the traffic infrastructure, establishment of the special purpose network, as well as the deformation analysis procedure using the Pelzer method. The experimental part of the paper represents the application of the theoretical part of the work on a practical example, ie. represents the realization of precise geodetic measurements and their processing, as well as the analysis of the obtained results.