 The paper deals with the analysis of the chosen short span bridges from precast pre-stressed concrete girders. The analysis has been performed at the Department of Structures and Bridges recently. Part of the current technical condition assessment of these structures comprised the load carrying capacity and remaining lifetime, determined by calculation 1, 2 and 3. The load carrying capacity was calculated in compliance with the previous Slovak standards and new European standards. This article was authored by Martin Moravsik, Peter Cotes, Miroslav Brodnan and others.