Model Hubungan Arus, Kecepatan, Dan Kepadatan Di Jalan Empat Lajur Dua Arah

Authors

  • Willy Kriswardhana Department of Civil Engineering Faculty of Engineering University of Jember
  • Marco Sukma Widanar Department of Civil Engineering Faculty of Engineering University of Jember
  • Syamsul Arifin Department of Civil Engineering Faculty of Engineering University of Jember
  • Sonya Sulistyono Department of Civil Engineering Faculty of Engineering University of Jember

DOI:

https://doi.org/10.29103/tj.v10i1.273

Abstract

Arus lalu - lintas pada Jalan Gajah Mada dari tahun ke tahun mengalami peningkatan. Hal ini disebabkan perkembangan pada daerah Jalan Gajah Mada ini. Untuk menemukan suatu model transportasi yang sesuai pada jalan ini, terlebih dahulu diperlukan pengetahuan mengenai karakteristik lalu - lintas dan model hubungan antar karakteristik tersebut. Penelitian ini bertujuan menganalisis model hubungan antar karakteristik volume (V), kecepatan (S) dan kepadatan (D) lalu - lintas sesuai dengan kondisi yang ada dengan dasar pedoman Manual Kapasitas Jalan Indoneia (MKJI 1997). Survei data meliputi volume dan kecepatan lalu - lintas dengan metode manual counting, sedangkan analisis model meliputi model Greenshield, Greenberg dan Underwood. Hasil analisis menunjukkan bahwa untuk arah kota model yang sesuai dilihat dari nilai (R2) adalah Model Underwood sebesar 0,393 dan untuk arah luar kota yaitu Model Greenberg dengan nilai (R2) sebesar 0,43. Untuk nilai kapasitas yang mendekati hasil dari metode MKJI 1997 pada arah kota maupun arah luar kota yaitu Model Underwood.

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Published

2020-08-15

How to Cite

Kriswardhana, W. (2020) “Model Hubungan Arus, Kecepatan, Dan Kepadatan Di Jalan Empat Lajur Dua Arah”, Teras Jurnal : Jurnal Teknik Sipil, 10(1), pp. 89–99. doi: 10.29103/tj.v10i1.273.

Issue

Vol. 10 No. 1 (2020): Volume 10 Nomor 1

Section

Articles

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