Flexible Pavement Design Using Bina Marga 2017 Method for The Padang Mengatas Road Section in Lima Puluh Kota Regency

Authors

  • Elvi Syamsuir Sekolah Tinggi Teknologi Payakumbuh
  • Hafsah Amraty Sekolah Tinggi Teknologi Payakumbuh
  • Fatma Ira Wahyuni Sekolah Tinggi Teknologi Payakumbuh
  • Ramacos Fardela Universitas Andalas

DOI:

https://doi.org/10.37253/jcep.v5i1.9343

Keywords:

kerusakan jalan, perkerasan lentur

Abstract

Kota Payakumbuh and Kabupaten Lima Puluh Kota are experiencing rapid development in the fields of economy and tourism, attracting many visitors from both local and out of town. The increase in new tourist destinations has increased traffic movement in these areas. This research was conducted to plan flexible pavement using the Bina Marga 2017 method on the Padang Mengatas road section, aiming to improve future transportation comfort and meet the increasing traffic needs, thereby supporting economic and tourism growth in the region.  This study uses a quantitative method, where the initial evaluation determines the Average Daily Traffic (ADT) and soil data (field CBR), essential information for pavement design. The research results show that the flexible pavement layer using the Bina Marga method has a CBR value of 3.1% and an ADT of 5792 vehicles per day. The recommended pavement layers consist of AC-WC with a thickness of 4 cm, AC-BC with a thickness of 6 cm, and a top foundation layer with a thickness of 40 cm.

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References

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Published

2024-06-25

Issue

Vol. 5 No. 1 (2024)

Section

Articles

License

Copyright (c) 2024 Elvi syamsuir, Hafsah Amraty, Fatma Ira Wahyuni, Ramacos Fardela

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.