TINJAUAN PERBANDINGAN PERENCANAAN PERKERASAN JALAN BYPASS SIMPANG TALUAK – PASAR AMOR STA 0+000 S/D 2+000 DENGAN METODE MDPJ 2017 DAN METODE AASHTO

Rio Adinal Saputra, Surya Eka Priana, Elfania Bastian

Sari


Road pavement is one of the important roles in supporting the smooth transportation infrastructure for safe, comfortable and efficient traffic activities for road users. Along with the increase in population mobility that is getting higher, resulting in the volume of traffic vehicles getting denser so that the level of congestion on the road increases. This study aims to determine the comparison of planning the construction of the Simpang Taluak Bypass Road - Pasar Amor regarding the dimensions of the highway pavement using the 2017 MDPJ Method and the AASHTO Method. In the implementation of the construction of the Simpang Taluak Bypass - Pasar Amor road section, the pavement used is flexible pavement with a road section length of 2.0 km and a road width of 14 m. Calculation of road pavement according to the Road Design Manual according to the MDPJ 2017 and AASHTO Method. Calculation of road pavement according to the Road Pavement Design Manual obtained a 20-year ESA value of 10,511,882.28. The relative coefficient of layers, the greater the coefficient, the smaller (thinner) the required pavement thickness. Structural number the greater the pavement thickness index, the greater the pavement thickness required. The results of the AC-WC, AC-BC, AC Base and LFA Class A layers from the MDPJ 2017 Method are 4 cm, 6 cm, 14.5 cm and 30 cm. As for the AASHTO Method, the results of the Surface Course are 13 cm, the Base Course is 6 cm and the Sub Base Course is 60 cm.

Keywords: Road Pavement, MDPJ 2017 Method, AASHTO Method.


Teks Lengkap:

PDF

Referensi


American Association of State Highway and Transportation Officials (AASHTO). (2012). tentang Guide for Design of Pavement Structure. Washington DC: AASHTO.

Bina Marga, 1997. Tata cara perencanaan geometric jalan antar kota.

C. C. Mantiri, T. K. Sendow, and M. R. Manoppo, “Analisa Tebal Perkerasan Lentur Jalan Baru Dengan Metode Bina Marga 2017 Dibandingkan Metode Aashto 1993,” J. Sipil Statik, vol. 7, no. 10, pp. 1303–1316, 2019.

Departemen Pekerjaan Umum, Direktorat Jenderal Bina Marga “Petunjuk Perencanaan Tebal Perkerasan Lentur Jalan Raya (Bina Marga)”,1987.

Hakim, G. N., & Farida, I. (2021). Ketebalan Perkerasan Lentur Dengan Metode AASHTO 1993 Dan Manual Perkerasan Jalan 2017. 2(1), 59–68. https://doi.org/https://doi.org/10.51988/vol1no1bulanjulitahun2020.v2i1.30

Hardiayatmo Hary Christady, 2011. Perancangan Perkerasan Jalan dan Penyelidikan Tanah, Gadjah Mada University Press, Yogyakarta.

Jaya, F. H., & Hermawan, S. (2016). Perencanaan Perkerasan Jalan Yang Efektif Untuk Ruas Jalan Seputih Raman –Simpang Randu Kecamatan Seputih Banyak Kabupaten Lampung Tengah. Teknik, 6.

J A L A N No. 038/Tbm/1997 Tata Cara Perencanaan Geometrik Jalan Antar Kota, Direktorat Jenderal Bina Marga.

Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2017). Manual Perkerasan Jalan, Direktorat Jenderal Bina Marga. Jakarta:

Kementerian Pekerjaan Umum dan Perumahan Rakyat. Kementerian Pekerjaan Umum. (2012). Manual Desain Perkerasan Lentur. Jakarta: Direktorat Jenderal Bina Marga.

Maharani, A., & Wasono, S. B. (2018). Perbandingan Perkerasan Kaku Dan Perkerasan Lentur” (Studi Kasus Ruas Jalan Raya Pantai Prigi – Popoh Kab. Tulungagung). Ge-STRAM: Jurnal Perencanaan Dan Rekayasa Sipil, 1(2), 89–94. https://doi.org/10.25139/jprs.v1i2.1202

Mantiri, C. C., Sendow, T. K., & Manoppo, M. R. E. (2019). Analisa Tebal Perkerasan Lentur Jalan Baru Dengan Metode Bina Marga 2017 Dibandingkan Metode Aashto 1993. SIPIL STATIK, 7(10).

Nur, N. K., Mahyuddin, & BBchtiar, E. (2021). Perancangan Perkerasan Jalan.

Pitria Lestari, Putri “Analisa Perencanaan Tebal Perkerasan Lentur Jalan Dengan Menggunakan Metode Analisa Komponen Bina Marga 1987”, Universitas Pancasakti Tegal, 2020

Sukirman, S. (2010). Perencanaan Tebal Struktur Perkerasan Lentur. Bandung: NOVA.

Sukirman, Silvia “Perencanaan Tebal Struktur Perkerasan Lentur”, Nova, 1991

Sumadi, 2006, Kemacetan Lalu Lintas pada Ruas Jalan Veteran Kota Brebes, Tesis, Magister Teknik Pembangunan Wilayah dan Kota Universitas Diponegoro, Semarang.

Wulandari, Reni “Tinjauan Perencanaan Perkerasan Jalan Tapalan-Padang Kubang Kabupaten Pasaman Barat”, Universitas Muhammadiyah Sumatera Barat, 2010.


Refbacks

  • Saat ini tidak ada refbacks.


LEMBAGA PENELITIAN, PENGEMBANGAN, PEMBERDAYAAN POTENSI INDONESIA (LP4I)

Alamat Redaksi: Jl. Kemuliaan Blok D No. 59 BTP, Tamalanrea 90245,  Kota Makassar, Sulawesi Selatan

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