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Traffic loading and environmental factors are among the most serious variables that cause the spoilage of flexible
pavements and lead to a decrease in their design life. The objective of this study is to investigate the influence of axle load
raise and the change in resilient modulus on the flexible pavement design life. Locally, Highway geometric design code
for Iraqi building code has assign certain admissible maximum load limits per every axle truck type that should not be
overrun. In this paper nine different axle truck loads (8, 9, 10, 11, 12, 13, 14, 15, and 16) tons, single axle with dual tire
and, and two different resilient moduli of asphalt pavement were chosen. The evaluation was carried out assuming high
temperature to represent
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