Abstract: In the method, the actual position of a track (1) is measured and the theoretical position is calculated, and the distance therebetween is calculated or measured, the track repair being controlled directly on the basis of this distance. The method is based on the principle that a survey line is directed from a known point (A) to another known point (B) on the basis of which angle data are obtained. Thereafter the survey line is directed to a measuring point (C) which is observed or controlled continuously. The measuring point (C) moves along the track (1). The distance from the measuring point (C) to the point (A) along the track or along a straight path is measured continuously by an automatic measuring device, in addition to which angle data are measured continuously from the point (A). The position of the track and distances to the known geometry of the track (1) or to the geometry of the track (1) as calculated on the basis of the position data are determined on the basis of these measurements.