Perencanaan Overlay Perkerasan Lentur dengan Metode AASHTO 1993 dan Metode Analisa Komponen 1987 pada Jalan Raya Waru Kabupaten Pamekasan

From year to year, the population is increasing and each region begins to experience development invarious sectors. This requires smooth vehicle mobilization. Therefore, road pavement is needed that is comfortable and safe. Waru Highway is also affected by the increase in population and the increase in the number of vehicles. Population and the increase in the number of vehicles. The flexible pavement on this road experiences some damage such as potholes, edge cracks and edge cracks. So that It is necessary to do overlay planning on the pavement. From the calculation of planning the thickness of the layer using the 1993 AASHTO method was obtained at 8.95 cm and using the 1987 Component Analysis method was obtained at 8.775 cm. From the both methods, the 1993 AASHTO method is used for overlay planning. So that Budget Plan Cost required amounted to Rp 3.820.000.000.