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All Journal Presisi: Jurnal Teknologi Rekayasa dan Inovasi Teknik
Ardiyansa
Universitas Darma Agung

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FLEXIBLE PAVEMENT PLANNING ANALYSIS FOR THE CONSTRUCTION OF THE KUTABANGUN-KUTAKENDIT LIANG MELAS ROAD SECTION, KARO REGENCY Ardiyansa
Presisi: Jurnal Teknologi Rekayasa dan Inovasi Teknik Vol. 1 No. 1 (2026): Maret: Presisi: Jurnal Teknologi Rekayasa dan Inovasi Teknik
Publisher : Lembaga Penerbit Penelitian Multidisipliner

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.67096/presisi.v1i1.31

Abstract

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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