<![CDATA[Infrastructure very much influential in the process of improvement economy as well as access activities something area like Karo Regency , especially on the Kutabangun-Kutakendit Road Section at the Pola Tebu Village point STA 0+000 – 2+000. This study aiming For know condition infrastructure Roads and Road Section Development Planning Where as means access public around For market results agriculture . In the study This planned thick pavement flexible with the 2017 Revised Highways Pavement Design Manual Method and the 1993 AASHTO Pavement Design Manual Method . Based on results analysis and calculation so obtained results in the 2017 Revised Highways Pavement Design Manual for Layer Surface obtained 100 mm thick , Layer Top Foundation obtained 400 mm thick , and fill embankment obtained 175 mm thick . whereas in the 1993 AASHTO Pavement Design Manual Method , namely Layer Surface obtained 110 mm thick , Layer Top Foundation obtained 230 mm thick , the bottom foundation layer is obtained 260 mm thick and embankment 100 mm fill .]]>
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