Authors :
Reza Rofiz; Arief Setiawan; Ratnasari Ramlan
Volume/Issue :
Volume 10 - 2025, Issue 1 - January
Google Scholar :
https://tinyurl.com/376bkz7c
Scribd :
https://tinyurl.com/356sevyx
DOI :
https://doi.org/10.5281/zenodo.14792203
Abstract :
This study was conducted at the Simpang Pue Bongo intersection in Palu City, Central Sulawesi, Indonesia,
which underwent geometric changes and alterations in traffic flow due to the construction of the Pue Bongo Bridge. Prior
to the bridge's construction, the intersection had three Approaches; however, after the construction, it became four
Approaches intersection. The aim of this study was to assess the performance of the Simpang Pue Bongo intersection
under both conditions.
The analysis was based on the Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 guidelines, or The Guidelines for
Road Capacity in Indonesia, and the research method involved conducting a traffic flow survey over a period of seven
days for each condition. The data collected revealed that under the three Approaches condition, the highest peak hour
occurred on Thursday, January 18, 2024, from 16:30 to 17:30, with a traffic flow of 1,980 vehicles per hour. For the four
approaches condition, the highest peak hour occurred on Thursday, March 7, 2024, from 16:30 to 17:30, with a traffic
flow of 2,034.4 vehicles per hour.
The analysis showed that for the three Approaches condition, the intersection’s capacity (C) was 2,429.2 vehicles per
hour, the saturation degree (DS) was 0.82, and the intersection delay (D) was 13.97 seconds. Under the four Approaches
condition, the capacity (C) increased to 3,221.7 vehicles per hour, the saturation degree (DS) decreased to 0.63, and the
intersection delay (D) reduced to 11.48 seconds.
The performance results indicated a Level of Service (LoS) of category B, with intersection delay (D) ranging from 5
to 15 seconds per vehicle, based on the Regulation of the Minister of Transportation of the Republic of Indonesia No. 96 of
2015.
Keywords :
Traffic Flow, Performance, Intersection, PKJI 2023, Level of Service.
References :
- Abdul Malik Jayazi, dkk. (2022). Analisis Kinerja Simpang Tak Bersinyal (Studi Kasus Simpang 4 Paok Motong Kabupaten Lombok Timur). Mataram, Universitas Islam Al Azhar Mataram Indonesia.Bina Jalan Kota, Jakarta.
- Direktorat Jenderal Bina Marga. (2023). Pedoman Kapasitas Jalan Indonesia (PKJI).Jakarta, Direktorat Bina Jalan Kota, Jakarta. pp. 129 – 152.
- Dwi Bussaina Ghassani, dkk. (2021). Analisa Kinerja Simpang Tak Bersinyal Akibat Hambatan Samping (Studi Kasus: Simpang Tiga Tak Bersinyal Jalan Kyai H. Asyari - Jalan Raya Boja Kaliwungu). Kendal, Universitas Selamat Sri.
- Milawaty Waris. (2018). Analisis Kinerja Simpang Tak Bersinyal Metode Pedoman Kapasitas Jalan Indonesia 2014. Majene, Universitas Sulawesi Barat.
- Peraturan Daerah Kota Palu No. 16. (2011). Tentang Rencana Tata Ruang Wilayah Kota Palu tahun 2010 - 2030. Palu, Walikota Palu. pp. 13 – 14.
- Peraturan Menteri Perhubungan Republik Indonesia Nomor PM 96 (2015), Pedoman Pelaksanaan Kegiatan Manajemen dan Rekayasa Lalu Lintas. Jakarta, Kementerian Perhubungan Republik Indonesia. pp.17.
- Tamin. (2000). Perencanaan dan Pemodelan Transportasi. Edisi Kedua. Bandung: ITB.
- Yuni Rizna. (2020). Evaluasi Kinerja Lalu Lintas Pada Simpang Tiga Kreongan Jember. Jember, Universitas Muhammadiyah Jember.
This study was conducted at the Simpang Pue Bongo intersection in Palu City, Central Sulawesi, Indonesia,
which underwent geometric changes and alterations in traffic flow due to the construction of the Pue Bongo Bridge. Prior
to the bridge's construction, the intersection had three Approaches; however, after the construction, it became four
Approaches intersection. The aim of this study was to assess the performance of the Simpang Pue Bongo intersection
under both conditions.
The analysis was based on the Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 guidelines, or The Guidelines for
Road Capacity in Indonesia, and the research method involved conducting a traffic flow survey over a period of seven
days for each condition. The data collected revealed that under the three Approaches condition, the highest peak hour
occurred on Thursday, January 18, 2024, from 16:30 to 17:30, with a traffic flow of 1,980 vehicles per hour. For the four
approaches condition, the highest peak hour occurred on Thursday, March 7, 2024, from 16:30 to 17:30, with a traffic
flow of 2,034.4 vehicles per hour.
The analysis showed that for the three Approaches condition, the intersection’s capacity (C) was 2,429.2 vehicles per
hour, the saturation degree (DS) was 0.82, and the intersection delay (D) was 13.97 seconds. Under the four Approaches
condition, the capacity (C) increased to 3,221.7 vehicles per hour, the saturation degree (DS) decreased to 0.63, and the
intersection delay (D) reduced to 11.48 seconds.
The performance results indicated a Level of Service (LoS) of category B, with intersection delay (D) ranging from 5
to 15 seconds per vehicle, based on the Regulation of the Minister of Transportation of the Republic of Indonesia No. 96 of
2015.
Keywords :
Traffic Flow, Performance, Intersection, PKJI 2023, Level of Service.