Analysis of Environmental Traffic Flow Characteristics on Jalan Kaharuddin Nasution – Marpoyan, Pekanbaru City
DOI:
https://doi.org/10.31004/jestm.v3i2.129Keywords:
Greenshield, Greenberg, Volume, Speed, Density, Service LevelAbstract
Jalan Kaharuddin Nasution, a major educational area in Pekanbaru, hosts numerous schools and universities along with various amenities such as hotels, restaurants, cafes, shops, and street vendors. This study focuses on three key traffic components: Speed, Volume, and Density, aiming to analyze service levels on Kaharuddin Nasution Street. The research investigates the relationship between traffic flow components (Volume, Speed, and Density) using the Greenshield and Greenberg Models. Findings reveal that the Greenshield Model best portrays congestion density (Dj), ranging from 103.17 to 126.41 vehicles/km, compared to Greenberg's much higher Dj values (642.89 – 3990.35 vehicles/km). Greenshield also identifies maximum volume/capacity (1801.74 – 2562.53 vehicles/hour), while Greenberg shows higher capacity (3477.38 – 12826.50 vehicles/hour), inconsistent with the road's actual capacity. Service levels on Kaharuddin Nasution Street throughout the week are categorized as E, indicating service levels beyond speed measurement due to consistently lower speeds than level D. Unstable traffic results from near-capacity volumes, causing congestion and occasional standstill. Effective traffic management considering volume, speed, and density is essential to anticipate future congestion issues on Kaharuddin Nasution Street.
References
Anonim, 1997, Manual Kapasitas Jalan Indonesia (MKJI 1997), Direktorat Jendral Bina Marga, Jakarta.
, 2009, Undang – undang Republik Indonesia Nomor 22 Tentang Lalu Lintas Dan Angkutan Jalan.
, 2006, Undang – undang Republik Indonesia Nomor 34 Tentang Jalan.
, 2004, Undang – undang Republik Indonesia Nomor 38 Tentang Jalan.
Djumari, 2003, Analisis Karakteristik Lalu Lintas Ruas Jalan Letjen. Suprapto Surakarta, Tugas Akhir, Jurusan Teknik Sipil Fakultas Teknik Universitas Diponegoro Semarang.
Fahmi, Yandriman 2015, Analisis Karakteristik Arus Lalu Lintas Dengan Perbandingan Model Greenshield dan Model Greenberg di Ruas Jalan Riau Pekanbaru, Tugas Akhir, Jurusan Teknik Sipil Fakultas Teknik Universitas Islam Riau, Pekanbaru.
Julianto, Nugroho Eko, 2010, Hubungan Antara Kecepatan, Volume Dan Kepadatan Lalu Lintas Ruas Jalan Siliwangi Semarang, Jurnal Penelitian, Teknik Sipil Fakultas Teknik Universitas Negeri Semarang.
Khisty, C, Jotin dan Lall, B, Kent, 2005, Dasar-dasar Rekayasa Transportasi, Erlangga, Jakarta.
Kurniadi, Ahmad 2014, Studi Kinerja Jalan Sultan Syarif Kasim Dengan Metode Greenshields (Studi Kasus Di Kawasan Sekolah SMA N 1, SMP N 1 Dan SMP N 5 Pekanbaru -Riau), Tugas Akhir, Jurusan Teknik Sipil Fakultas Teknik Universitas Islam Riau, Pekanbaru.
Nugroho, Irwanwahyu, 2010, Analisis Karakteristik Lalu Lintas Pada Jalan Arteri Primer dan Kolektor Primer (Studi Kasus Jalan A.Yani dan Jalan dr. Rajiman), Tugas Akhir, Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah Surakarta.
Zaini, Kudus Abd, 2010, Pengantar Rekayasa Lalu Lintaas, UIR Press, Pekanbaru.
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