In writing this final report, the authors wanted to know how good planning in planning and geometric design of pavement thickness on a new road Simpang Pagaralam - Pagaralam STA 00 +000 - 05 +700, so the path to be traversed can provide a sense of security, convenient, and economical for the community. One is the City Pagaralam potential for many areas of people's lives, one in economics. THE NEW ROAD SIMPANG PAGARALAM – PAGARALAMĬonstruction of the road is a vital necessity as the main supporter of community activities both at the central and regional levels.
The flexible pavement design using method of Bina Marga 1987 and AASHTO 1993 produce the amount of load repetition with a traffic load plan is greater than the number of repetition load plan, so the road will have possibilities of fatigue cracking and rutting damage before the design life reached.DESIGN OG GEOMETRIC AND THICKNESS PAVEMENT 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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