To maintain the importance of the role of bridges in supporting the economy, it is necessary to have a bridge management system so that efforts are made to maintain the condition of the bridge so that it always functions properly. One of the bridge management systems developed by the Directorate General of Highways in 1993 is the Bridge Management System (BMS). The method used in assessing the damaged condition of this bridge is the Bridge Management System (BMS) and refers to the Bridge Inventory Inspection Guidelines (Pd. T-21-2005-B) issued by the Ministry of Public Works. The bridge that will be analyzed this time there is 4 types of bridge types, namely bridges with a plate top structure, concrete girders, steel girders, and box culvert with a length of each bridge that is 2-17 meters, a width of 5-10 meters, and a total span of 1 -2 pieces. Based on the priority scale from the author, the condition values of 4 bridges using the Bridge Management System (BMS) method are Sengon Bridge A = 2 (damages that require monitoring/maintenance in the future), Dayu Bridge = 2 (damages that require monitoring/maintenance in the future), Sekaru Bridge 9 = 1 (minor damage), and Duiker Sembung 2 = 0 (new bridge and no damage).