“…vehicle: passenger and/or freight traffic (maximum speed, maximum axle load), and traffic regime (braking/acceleration), track: ballasted (CWR, rail fastening system, concrete sleepers, ballast), and ballastless (CWR, rail fastening system, concrete/asphalt slab, concrete sleepers if necessary, hydraulic stabilized base layer, and bridge: alignment (straight or curve), and structure parameters (static arrangement -system, expansion length, layout and stiffness of supports, deck stiffness). The main contribution of the proposed algorithm is the development of technical solutions of the railway bridges as an integral part of the railway route design by respecting current rail manufacturing technology, climate conditions, traffic regime and avoiding of the rail expansion joints.Mutual adjustment of railway alignment, bridge and track structure increases:(a) ride comfort due to the omittingof the rail expansion joints whenever it is technically possible, and (b) traffic safety through satisfying local climate, topographic and geotechnical requirements [22], as well as considering the rolling stockparameters (i.e.different braking systems [23,24] installed in rail vehicles).…”