![]() ![]() 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. 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. Cetakan 1, Semarang UNISSULA Press, 2013 xiv + 309 halaman 21 x 29. The aim of this research is to analysis of the pavement quality of the road using KENPAVE program. ISBN: 97-80-1 Perpustakaan Nasional: Katalog Dalam Terbitan (KDT) Gatot Rusbintardjo Buku Referensi: ASPAL BAHAN PERKERASAN JALAN Kata Pengantar: Prof. 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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