Traffic Impact Assessment of the Balla Bontomarannu Residential Development in Gowa Regency

Nursafanah Dzakiyah Almakassari; Israil; Indah Nur Afiah

doi:10.59890/ijaamr.v4i5.226

Authors

Nursafanah Dzakiyah Almakassari Universitas Muhammadiyah Pare-Pare
Israil Universitas Muhammadiyah Makassar
Indah Nur Afiah Universitas Negeri Makassar

DOI:

https://doi.org/10.59890/ijaamr.v4i5.226

Keywords:

Panel Zone, SMRF Steel Structure, Seismic Response, Response Spectrum Analysis

Abstract

The development of the Balla Bontomarannu Residential Development in Gowa Regency has the potential to affect traffic conditions in the surrounding area. This study analyzes the traffic impacts generated by the development using a quantitative approach based on field survey data. Traffic volume, free-flow speed, and road capacity were analyzed using data collected during weekdays and weekends. The Level of Service (LOS) analysis in the Indonesian Highway Capacity Manual (MKJI 1997) uses the volume-to-capacity ratio (Q/C) and degree of saturation (DS) as the main parameters. The results indicate that although traffic volume increases during peak hours, the Q/C ratio remains within Level of Service A under various scenarios, including existing conditions, construction stages, and the 2026 operational condition. This finding indicates that road capacity remains adequate to accommodate the additional traffic demand generated by the development. Mitigation measures such as traffic management and road widening are recommended to minimize potential impacts. This study is expected to serve as a reference for traffic-impact planning and mitigation, ensuring that future development does not adversely affect transportation performance in the surrounding area

References

Directorate General of Highways. (1997). Manual Kapasitas Jalan Indonesia (MKJI). Ministry of Public Works.

Directorate General of Land Transportation. (1996). Pedoman teknis penyelenggaraan fasilitas parkir. Ministry of Transportation.

Directorate General of Land Transportation. (2005). Pedoman analisis dampak lalu lintas. Ministry of Transportation.

Febriyansyah, B., Sideman, I. A. O. S., & Rohani. (2026). Analysis of The Level of Service at Unsignalized Intersections Using The Method of MKJI and Gap Acceptance. Ganec Swara, 20(1), 199–205. https://doi.org/10.59896/gara.v20i1.622

Mintorogo, R., As, S., & Kadarini, N. (2016). Evaluasi Kinerja dan Perbaikan Kapasitas Jalan Sungai Raya Dalam. Jurnal Mahasiswa Teknik Sipil Universitas Tanjungpura, 2(2), 1–13.

Ministry of Public Works of the Republic of Indonesia. (2011). Peraturan Menteri Pekerjaan Umum Nomor 19/PRT/M/2011 tentang persyaratan teknis jalan dan kriteria perencanaan teknis jalan.

Ministry of Transportation of the Republic of Indonesia. (2017). Peraturan Menteri Perhubungan Nomor PM 11 Tahun 2017 tentang analisis dampak lalu lintas.

Republic of Indonesia. (2009). Undang-Undang Nomor 22 Tahun 2009 tentang lalu lintas dan angkutan jalan.

Tamin, O. Z. (2000). Perencanaan dan pemodelan transportasi. Institut Teknologi Bandung.

Yulianyahya, R. W., & Kasikoen, K. M. (2024). Traffic Impact Analysis of Ngablak Market, Magelang County. Media Ilmiah Teknik Sipil, 12(1), 29–38.