Each region will try to increase its original income and the quality of existing infrastructure in that area. In order to realize this goal, quality infrastructure is needed to support economic development activities and good quality infrastructure. One of the infrastructure needed in this case is the road, where the intended road must have good conditions and quality so that it can function as it should. Where the condition of a good road is a road with good condition is a road with a completely flat pavement surface, no waves and no surface damage. For this reason, it is necessary to identify the condition of the pavement on existing roads in an area, so that the main goal of increasing income and infrastructure can be realized. One of the cities that can be used as a reference for identifying road pavement conditions is the City of Tanjung Balai, where the City of Tanjung Balai is located between 2°58′00″ North Latitude and 99°48′00″ East Longitude. Its area is 60.52 km2. The city of Tanjung Balai also has the longest bridge in the province of North Sumatra along ± 600 m which connects the city of Tanjung Balai with the villages of Sei Kepayang Kiri, Sei Kepayang Tengah to the upstream area in Sei Kepayang Kanan, Asahan district. Identification of road pavement conditions can be done using several methods, one of several methods that can be used is the PCI (Pavement Condition Index) method. Where this method is carried out by measuring the area of road surface damage, determining the level of damage to the road surface by looking at the Deduct Value chart, calculating level of damage occurs on the road surface (density), calculating Total Deduct Value (TDV), calculating Corrected Deduct Value (CDV), calculating PCI values and determining the level of the road, whether it is still feasible or not feasible. From the identification results it was found that on A. Rahman Road, there are several types of damage with varying levels of damage and the deduct value can be determined by looking at the graph, such as holes/potholes (low) damage, shoving with high damage, ravelling with high damage, basin cracks with high damage. Then on SMA 3 Road, there are several types of damage such as high crocodile skin cracks, patch damage with high damage levels, medium damage (medium) damage to basins. Next on Prof. Dr. Ir. Sutami / Education road there are types of holes / potholes (low) damage, grade depression with medium damage, patches with medium (medium) damage levels, ravelling with medium damage levels. And on Husni Thamrin Road, there are several types of damage such as holes/potholes (low) damage, basin cracks with high damage, ravelling with high damage levels. The results of this identification can be used as a reference for maintaining or improving the quality of existing roads in urban areas.