Main Article Content

Abstract

The Benkelman Beam method is used to design overlay thickness on a flexible pavement based on its maximum rebound deflection representing its structural capacity. This method has been adopted in the 2017 Bina Marga Design Manual applicable for Indonesian road design since June 2017. This research was aimed to develop a tool that can facilitate rebound deflection data analysis and overlay thickness design based on the overlay design curves adopted in the Bina Marga guide. Visual Basic 6.0 was used as the environment for the development. In addition to the standard curves, the tool added four intermediate curves corresponding to the design load of 7.5x106, 3.5x106, 1.5x106, and 0.75x106 ESALs to enable more economical designs. Furthermore, a manual overlay procedure was conducted using overlay data from Sampaan – Singosaren, Kowangan – Maron, and Imogiri Barat road sections to validate the usability of the developed tool. The validation showed an acceptable difference of less than 2% between results obtained from the software and the manual calculations.

Keywords

Benkelman Beam 2017 Bina Marga Design Manual Visual Basic overlay design curves

Article Details

How to Cite
Kushari, B., & Hidaya, N. R. (2021). PENGEMBANGAN PERANGKAT LUNAK PERANCANGAN LAPIS ULANG PERKERASAN LENTUR BERDASARKAN MANUAL BINA MARGA 2017. Teknisia, 26(2), 100–106. https://doi.org/10.20885/teknisia.vol26.iss2.art5

References

  1. Abo-Hashema, M. (2009). “Artificial Neural Network Approach for Overlay Design of Flexible Pavements”. The International Arab Journal of Information Technology, Vol. 6, No. 2, April 2009, pp. 204-212.
  2. Badan Standarisasi Nasional. (2011). “Cara Uji Lendutan Perkerasan Lentur Dengan Alat Benkelman Beam”. Jakarta.
  3. Direktorat Jenderal Bina Marga. (2017). “Manual Perkerasan Jalan. Revisi Juni 2017 Nomor 04/SE/Db/2017”. Jakarta.
  4. Gusmalawati, P. (2016). “Pembangunan Perangkat lunak Perencanaan Tebal Lapis Perkerasan Tambahan Metode Benkelman Beam (BB) Menggunakan Aplikasi VBA-Excel”. Tugas Akhir. Universitas Muhammadiyah Yogyakarta.
  5. Prakoso, R. A. (2018). “Evaluasi Kondisi Perkerasan Lentur Dengan Metode PCI Dan Metode Lendutan Balik Untuk Perbaikan”. Tugas Akhir. Universitas Islam Indonesia.
  6. Saltan, M., Tigdemir, M., Karasahin, M. (2002). “Artificial Neural Network Application for Flexible Pavement Thickness Modeling”. Computer Journal of Turkish Journal Engineering Environment Science, Vol. 26, No. 1, pp-243-248.
  7. Sarwidi. (2015). “Metode Numerik”, Edisi 1. UII Press.
  8. Susilo, P. (2017). “Perencanaan Tebal Lapis Tambah Perkerasan Lentur (Overlay) dengan Metode Lendutan Balik (Studi Kasus: Ruas Jalan Imogiri Barat Kec. Sewon, Kab. Bantul, DIY)”. Tugas Akhir. Universitas Muhammadiyah Yogyakarta.
  9. Transportation Research Board of the National Academies. (2004). “Guide for the Mechanistic-Empirical Design of New & Rehabilitated Pavement Structures”. NCHRP Project 1-37A, Washington DC.
  10. WASHO. (1954). “The WASHO Road Test, Part 1 – Design, Construction, and Testing Procedures”. HRB Special Report 18.