EVALUASI NILAI EMP MKJI 1997 MENGGUNAKAN METODE TIME HEADWAY PADA SIMPANG EMPAT BERSINYAL KOTA MATARAM (STUDI KASUS DI SIMPANG JL. PANCA USAHA – JL. BUNG HATTA DAN SIMPANG DI JL. DR. SUJONO – JL. TGH LOPAN KOTA MATARAM)

HASYIM HASYIM, ROHANI ROHANI, MAYA NURFADILLAH

Abstract


Traffic flow consists from various types of vehicles, and it requires a conversion value to represent the traffic flow more accurately in terms of the standard vehicle type, namely passenger cars, commonly referred to as Passenger Car Units (PCU). The conversion factor from different types of vehicles to passenger cars is called Passenger Car Equivalence (PCE). In calculating road capacity in Indonesia, the PCE value used refers to Manual Kapasitas Jalan Indonesia (MKJI) 1997.

In this study, a method called the time headway method is used to determine the Passenger Car Equivalence (PCE) value. This method involves recording the convoy of vehicle pairs per green time. The time headway value is obtained from the time difference between two vehicles passing a reference line, which is the stop line, calculated from the front bumper of the preceding vehicle to the front bumper of the following vehicle.

Based on the research results, the PCE value using the Time Headway method for motorcycles (MC) at a three-phase intersection located at the signalized intersection of Panca Usaha Street - Bung Hatta Street is 0.57. Meanwhile, at a four-phase intersection located at the signalized intersection of Dr. Sujono Street - TGH Lopan Street, the PCE values for motorcycles (MC) and heavy vehicles (HV) are 0.34 and 2.23, respectively. There are differences in PCE values between MKJI 1997 and the results of the Time Headway method calculation for protected-type signalized intersections, which are 0.2 for motorcycles (MC) and 1.3 for heavy vehicles (HV). These differences occur due to changes in field conditions, such as an increase in the number of vehicles in the intersection arms and changes in green time at intersections

Keywords


Passenger Car Equivalence; Time Headway; Signalised Intersection

Full Text:

PDF

References


Aditya, R. (2018). Perbandingan Nilai EMP Lapangan Menggunakan Metode Time Headway dengan EMP MKJI 1997 pada Simpang Bersinyal (Studi Kasus : Simpang Dieng Kota Malang) [Skripsi, Universitas Jember].

Afriana, R. (2022). Evaluasi Nilai EMP Berdasarkan MKJI 1997 dan Metode Time Headway pada Jalan Perkotaan (Studi Kasus di Jalan Sriwijaya dan Jalan Pejanggik Kota Mataram) [Skripsi, Universitas Mataram].

Amri, I. H. (2021). Penentuan Nilai Ekuivalensi Mobil Penumpang (Emp) Pada Bundaran Simpang Timbangan-Lubuk Pakam Deli Serdang (Studi Kasus) [Skripsi, Universitas Muhammadiyah Sumatera Utara].

Doli Hasibuan, Raja (2021). Perbandingan Nilai EMP Lapangan dengan MKJI 1997 Menggunakan Metode Time Headway Pada Persimpangan Bersinyal UISU Medan [Skripsi, Universitas Muhammadiyah Sumatera Utara].

Fauzy A. (2015). Distribusi Z dan Kegunaanya.

Direktorat Jendral Bina Marga. (1997). Manual Kapasitas Jalan Indonesia (MKJI). Jakarta: Dirjen Bina Marga.

Gabriella Palilingan, Anna (2018). Studi Penetapan Nilai EMP dengan Metode Rasio Headway dan Analisa Regresi Linier.6(10), 315-322.

Hobbs, F. D. (1995). Perencanaan dan Teknik Lalu Lintas. Gajah Mada University Press: Yogyakarta.

Morlok, K. E. (1988). Pengantar Teknik dan Perencanaan Transportasi. Jakarta: Erlangga

Jenderal Bina Marga, D. (1997). Highway Capacity Manual Project (HCM). Manual Kapasitas Jalan Indonesia (MKJI), 1(1), 564.

Khayam, S., & Widyastuti H. (2021). Studi Penentuan Nilai Ekivalensi Mobil Penumpang (EMP) Pada Sepeda Motor Untuk Ruas Jalan 4/2D di Sidoarjo. 19(03).

Lendeng, L. E., Lalamentik, L. G. J., & Pandey, S. V. (2018). Analisa Nilai Ekuivalensi Mobil Penumpang (EMP) Dengan Metode Time Headway Dan Regresi Linear Berganda (Studi Kasus Jalan Raya Tomohon). 6(10), 735-742.

Risdiyanto (2014). Rekayasa dan Manajemen Lalu Lintas : Teori dan Aplikasi, 1(1), 179.

Setiawan, A. (2011). Studi Penentuan Nilai Ekivalensi Mobil Penumpang (Emp) Berbagai Jenis Kendaraan pada Ruas Jalan Utama Di Kota Palu. Jurnal Rekayasa dan Manajemen Transportasi.

Sumarsono, A., Amirotul, & Yulistianto E. (2017). Evaluasi Nilai EMP MKJI dan EMP Time Headway pada Simpang Bersinyal dengan Validitas Panjang Antrian (Studi Kasus pada Simpang Bersinyal Kerten Surakarta).

Utami, P. K. (2009). Penentuan Nilai Ekuivalensi Mobil Penumpang (Emp) pada Bundaran (Studi Kasus Bundaran Joglo).

Wicaksono, S. (2018). Perbandingan Kinerja Simpang Bersinyal Menggunakan MKJI 1997 dengan EMP Lapangan Menggunakan Metode Time Headway (Studi kasus Simpang L.A Sucipto Kota Malang) [Skripsi, Universitas Jember].

Wirahaji, I. B., Laintarawan, I. P. (2022). Studi Nilai Ekuivalensi Mobil Penumpang (Emp) dengan Metode Time Headway (Studi Kasus: Jalan Diponegoro Denpasar). 017(01).




DOI: https://doi.org/10.35327/gara.v18i2.877

Refbacks

  • There are currently no refbacks.


Copyright (c) 2024 GANEC SWARA

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

https://similarplay.com/