Summary Experimental and theoretical investigations associated with reliability and durability problems of concrete structures of electric power and communication systems have been carried out by scientists of Vilnius Gediminas Technical University since 1959. An attempt to generalise the accumulated statistical data enabling to evaluate reliability and durability of such structures is presented in this article. It has been determined that concrete pylons of supports of electric power overhead lines under long-term service (over 30 years) are with defects and damages, and the most characteristic of these are vertical cracks close to the longitudinal reinforcing bars, delaminated or fallen down concrete protective cover, naked longitudinal reinforcement which is corroded along 0,5-2 m intervals (not along the whole its length). Cross-sectional area of corroded reinforcement is reduced not substantially, because corrosion becomes slower due to ventilation after opening of a wide crack. Technical state of sp...