The response of stress and strain caused by fatigue cracking and rutting from KENPAVE output with pavement thickness analysis using Bina Marga 1987method are 0,000408 and 0,00138, respectively and using AASHTO 1993 method the fatigue crackingand rutting are 0,000322 and 0,00134, respectively. The program can give the value of stress and strain on the road due to traffic load. Case study research is on Karangmojo– Semin road, Sta. The aim of this research is to analysis of the pavement quality of the road using KENPAVE program. There are caused by the high of traffic volume, extreme climate changes, the bad subgrade quality and the lack of quality of pavement material. In Indonesia, many roads have been damaged especially on flexible pavement design.
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