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Road damage is caused by overloaded and repeated traffic loads, heat or air temperature, water and rain, as well as poor asphalt quality, so the road must be maintained properly in order to serve traffic growth during the life of the plan. Routine and periodic road maintenance needs to be carried out to maintain road safety and comfort for users and durability until the age of the plan. Survey of pavement conditions is necessary to be carried out periodically, both structural and nonstructural, to determine the level of road service available. Included in the nonstructural examination, are the roughness, texture, and skid resistance. Based on the results of PCI analysis, Sidotopo road includes poor levels with PCI values below 40. From the situation analysis, damage is caused by high traffic volumes and excessive and repetitive vehicle loads. Keywords—Sidotopo Surabaya road; pavement condition index (PCI) method

Evaluation And Maintenance of Road Damage In Sidotopo Surabaya Road Using Pavement Condition Index (PCI) Method