Abstract:
Siberida-Batas Jambi segment has an important role to facilitate the economy of Riau
Province to Jambi Province. But the street was severaly damage. For be expected to facilitate the
mobility of Pekanbaru City to Jambi City, Ministry of Public Works planning road
improvements. In this final project researches determine how much remaining life and to analyze
pavement thickness on the Siberida-Batas Jambi segment . To evaluate the flexible pavement
structure used Bina Marga 1989 method and Bina Marga 2002 method. To evaluate the rigid
pavement structures used AASHTO 1993 method. According to result, there was difference
between Bina Marga 1989 method and “Bina Marga 2002”method. Factors that influence these
differences are different Vechicle Damage Factor, vehicle weight used, Equivalent Standart Axle
Load (ESAL) and the type of layer pavement used. The rigid pavement thickness at this point
requires an additional 7% of the thick original plan. In this research, the remaining life of the
plan which occurred at 85,64%
