Analisis Arus Lalu Lintas Terhadap Kapasitas dan Tingkat Pelayanan Jalan Tgk. Chik Ditiro Akibat Kegiatan Pembangunan Fly Over Jembatan Simpang Surabaya Banda Aceh

Bunyamin Bunyamin

Abstract


Fly over construction on Tgk. Chik Ditiro Simpang Surabaya street had an impact on increasing loading in some road corridors. The object of this research was to determine the capacity and level of service Tgk. Chik Ditiro street due to the influence of the construction of a fly over and the comparison of traffic flow during and after the construction of the fly over. The method used was MKJI (1997). Retrieval of data for 3 days namely Monday, Wednesday and Friday during and after the construction of fly over, which the West and East side. The highest traffic volume at peak hours in the West Monday morning occurred at 07.00 to 08.00 WIB of 3101.10 (pcu / hour) which decreased of 1357.00 pcu / hour or 69.56%. The highest traffic volume in the East on Monday morning at 07.00 - 08.00 WIB by 3060.00 (pcu / hour) which decreased by 1346.50 pcu / hour or 69.45%. The capacity of the road during and after the construction of the fly over were stable at 2509.83 pcu / hour. The degree of saturation during the fly over construction in the West was 1.24 and the East was 1.22 which means that there were big obstacles. The degree of saturation after the fly over construction was 0.54, which means that the current was stable.


Keywords


Volume lalu lintas; kapasitas; tingkat pelayanan; Fly Over.

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References


Bukhari, S. (2002). Rekayasa Lalu Lintas I. Bidang Studi Transportasi Fakultas Teknik Universitas Syiah Kuala, Banda Aceh.

F.D., H. (1995). Perencanaan dan Teknik Lalu Lintas. Penerbit UGM,Yogyakarta.

Indratmo, D. (2017). Kajian Kapasitas Jalan dan Derajat Kejenuhan Lalu-Lintas di Jalan Ahmad Yani Surabaya. Jurnal Aplikasi Teknik Sipil, 1(1), 25–31.

Lalenoh, R. H., Sendow, T. K., & Jansen, F. (2015). Analisa Kapasitas Ruas Jalan Sam Ratulangi Dengan Metode MKJI 1997 Dan PKJI 2014. Jurnal Sipil Statik, 3(11).

Marga, D. J. B. (1997). Manual Kapasitas Jalan Indonesia. Jakarta: Bina Karya, 2–56.

Marunsenge, G. S., Timboeleng, J. A., & Elisabeth, L. (2015). Pengaruh Hambatan Samping Terhadap Kinerja Pada Ruas Jalan Panjaitan (Kelenteng Ban Hing Kiong) Dengan Menggunakan Metode MKJI 1997. Jurnal Sipil Statik, 3(8).

Rizani, A. (2013). Evaluasi K Inerja Jalan Akibat Hambatan Samping (Studi Kasus Pada Jalan Soetoyo S Banjarmasin). POLHASAINS, 1(01), 1–8.

Rusmin, M. (2018). ANALISIS KINERJA DI SIMPANG EMPAT TAK SEBIDANG KOTA MAKASSAR BERBASIS MIKROSIMULASI.

Syaputra, R., Sebayang, S., & Herianto, D. (2016). Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Jalan Nasional (Studi Kasus Jalan Proklamator Raya--Pasar Bandarjaya Plaza). Jurnal Rekayasa Sipil Dan Desain, 3(3), 441–454.

Tamin, O. Z. (2000). Perencanaan & Pemodelan Transportasi. Edisi Kedua, Penerbit ITB, Bandung.

Yasa, I. M. T., & Sutapa, I. K. (n.d.). Pengaruh Hambatan Samping Terhadap Kapasitas Ruas Jalan Cokroaminoto Denpasar.


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Jurnal Teknik Sipil Unaya


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

© Jurnal Teknik Sipil Unaya : Published by Center for Research and Community Service (LPPM) University of Abulyatama, Aceh, Indonesia. 2019