Analisis Simpang Tiga Bersinyal Ruas Jalan Raya Kletek, Kecamatan Taman, Kabupaten Sidoarjo, Menggunakan Metode MKJI 1997

Authors

  • Dennys Rafi Ramadhan Universitas 17 Agustus 1945 Surabaya
  • Nurani Hartatik Universitas 17 Agustus 1945 Surabaya
  • Dika Ayu Safitri Universitas 17 Agustus 1945 Surabaya

DOI:

https://doi.org/10.31004/jutin.v8i4.51273

Keywords:

Signalized intersection, traffic volume, peak hour

Abstract

The increase in the number of vehicles due to population growth, if not accompanied by improvements in road capacity, can lead to traffic problems, particularly at the signalized three-leg intersection on Jalan Raya Kletek, Sidoarjo City. This study aims to analyze the traffic volume using the Indonesian Highway Capacity Manual (MKJI, 1997) method. Data were obtained through field surveys that included traffic volume and the geometric conditions of the intersection. The analysis was conducted to determine the intersection capacity, degree of saturation, queue length, stop rate, and delay. The results show that the highest traffic volume occurred on Tuesday between 17.00–18.00 WIB, with 1,130 pcu/hour from the Mojokerto–Sidoarjo direction, 1,069 pcu/hour from the Sidoarjo–Mojokerto direction, and 454 pcu/hour from Jalan Sawunggaling. These data were used as the basis for calculating the degree of saturation according to the MKJI 1997 guidelines.

References

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Published

2025-10-20

How to Cite

Ramadhan, D. R., Hartatik, N., & Safitri, D. A. (2025). Analisis Simpang Tiga Bersinyal Ruas Jalan Raya Kletek, Kecamatan Taman, Kabupaten Sidoarjo, Menggunakan Metode MKJI 1997. Jurnal Teknik Industri Terintegrasi (JUTIN), 8(4), 4434–4439. https://doi.org/10.31004/jutin.v8i4.51273

Issue

Vol. 8 No. 4 (2025): October

Section

Articles of Research

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Copyright (c) 2025 Dennys Rafi Ramadhan, Nurani Hartatik, Dika Ayu Safitri

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