Rutting Deep Increases Evaluate on the Differential Zones, Traffic, Volumes, Subgrade Condition and Thickness of layer

Rutting is one of the most important factors to evaluate the pavement condition. This factor have been effected by only type and construction, but also is effected by environmental parameters. Planning for pavement management as programming for repair and maintenance is necessary for prediction of rutting increases. In this research have been found the rutting deep increases on the differential environmental zones, traffic volumes, sub grade condition, and thickness of asphalt concrete layer with use of long term pavement performance data of asphalt concrete pavement with gravel base. The result of this research shown that rutting deep for wet no freeze zones is increase more and on dry no freeze zone is less deformation rutting deep is more effected by traffic on the thin pavement(less than 3 inches) and thickness pavement(more than 8 inches) than middle pavement(between 3 and 8 inches).