Invention comprises a ballastless track superstructure system appropriate for use in ballastless rail systems comprising at least two rails (10) providing progress of railway vehicles, at least two rail fastening members (20) fixing rails (10), at least slab track members (1) containing at least two tie beams (1a) extending to each other from facing edges and providing connections thereof, providing distribution of loads/forces onto rails (10), reducing vibrations occurring during handling of rails (10) and progress of vehicle, at least two sliding wedge dents (1b) in a form appropriate for placement at least a fixing member preventing deviations in extension direction under a load or force effect or separation from each other, at least a filling layer (2) providing fixing slab track members (1) by keeping onto them, distribution of load/force transferred thereon during progress of vehicle and reducing occurring vibrations, at least a bearing fundamental layer (3) providing seating of filling layer (2) onto ground and placement of slab track members (1) parallel to ground, comprising macro or micro fibers, made from concrete material and applied by means of on site cast concrete method.
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