The railway infrastructure should be designed to have the capacity to carry the live loads on it and to discharge rain water as short as possible in order not to damage the superstructure. Along with technological developments, railway superstructure contains important systems for railway traffic such as the signaling system. In order for these systems to work properly, the evacuation of rain and flood waters coming to the railway as quickly as possible is important. In this study, the properties of permeable concrete pipes that can contribute to the rapid evacuation of water from the railway were investigated. For this purpose, permeable concrete mixtures were produced with two different cement types and three different cement dosages: 400, 450 and 500 kg/m3. Specimens of 4x4x16 cm prism, 10 cm diameter 10 cm high cylinder and 50 cm length 25 cm diameter 2.5 cm wall thickness concrete pipe samples were taken from the produced mixtures. Ultrasound velocity, Unit weight, abrasion, compressive and flexural strength tests were carried out on the prism specimens, permeability tests were carried out on the cylindrical specimens and the peak load strength tests were conducted on the concrete pipe specimens. The experiment results showed that and permeable concrete pipes with 18 kN/m peak load compressive strength and 3.34 cm/sec permeability can be produced with the 7-8 mm limestone origin aggregates.