The thesis presents construction of a bridge presented on a case study of the Šumljak bridge. The bridge is located on the motorway section Razdrto-Vipava characterized by an extremely complexe morphology and geology, which makes the bridge location one of the most demanding parts to be bridged within the Slovenian National Highway Construction Programme. The "S" shaped bridge axis dictates the use of the field by field construction method on mechanized movable scaffolding. This technology enabled fast and quality construction of the whole bearing structure. The thesis presents the construction site organization, technology used for the substructure and the bearing structure, construction processes and the materials used in the single tact construction of the bearing structure. Further, the schedule of the bearing structure construction is presented along with the conditions and limitations encountered by the contracting organization when weekly work schedules are to be met.
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