Level crossings are the crossing points of a road through a railway track (line), i.e., the points of direct interface between rail and road traffic and therefore, from a safety point of view, they present a potential high risk point. When crossing a level crossing, drivers and pedestrians play an important role when it comes to maintaining their own safety as well as the safety of passengers on the train. This paper analyses the level crossing (LC) locally known as Sokolska which is situated in Zagreb. The Sokolska level crossing is located in km 428 + 686 of the international railway M101 DG – Savski Marof – Zagreb Gk. It is secured by road bumpers operated by a crossing guard. The main problem of the LC in question is manifested in long lowered bumpers which prevent the free “flow” of road traffic, pedestrians and cyclists, which also causes disregard of traffic rules, i.e., the illegal crossing of pedestrians and cyclists across the LC. The unregulated areas for traffic circulation of vehicles, pedestrians and cyclists, long waiting lines, pedestrians crossing across the railway track not far from the LC, the acceleration of vehicles and them “squeezing through” during the lowering of the bumper, bumper damages are just some of the problems on the railway in question. Accordingly, the current situation of the Sokolska level crossing is analysed in detail in this paper. Based on results obtained from the analysis of the current situation, three possible variants for the reconstruction of the LC in question were proposed. SWOT analysis and multiple-criteria analysis were carried out using the Analytical Hierarchical Process method and the Expert Choice software tool for the proposed variants. Finally, a sensitivity analysis was performed and the optimal variant for reconstruction was determined.