Studi Karakteristik Arus Lalulintas Simpang Tak Bersinyal Jalan Menur Pumpungan Surabaya

  • Universitas Negeri Surabaya
  • Universitas Muhammadiyah Surabaya
Abstract views: 304 , PDF downloads: 348
Keywords: Traffic flow, Degree of saturation, Unsignalized intersections, Level of service.

Abstract

Phase determination and traffic control systems are usually more emphasized at locations where road intersections or intersections occur. Because at the meeting of two or more roads this results in a point of conflict that ultimately results in traffic jams. The purpose of this study is to overcome the traffic congestion on Jalan Menur Pumpungan required a good traffic regulation in terms of the level of service and safety for motorists. The method used unsigned intersection performance in this study refers to the source of the Indonesian Road Capacity Manual (MKJI 1997). The results of this study indicate the degree of saturation of the Menur Pumpungan Intersection in 2019 DS is 0.58. For forecasting the coming year in 2021 DS will be 0.75. While in 2031 DS 0.95. Level of service (Los) for each intersection in 2019 is DS = 0.58 and Los = C (Enough), in 2021 it is DS = 0.75 Los = C (Enough), while in 2031 it is DS = 1.211 and Los = D (Less).

References

Anonim, 1, “Manual Kapasitas Jalan Indonesia (MKJI) 1997”, Direktorat Jenderal Bina Marga, Departemen Pekerja Umum Jakarta.
Badan Pusat Statistik (2018). Kota Surabaya Dalam Angka. Badan Pusat Statistik Kota Surabaya. Surabaya.
Bina Karya dan Sweroad (1997). Manual Kapasitas Jalan Indonesia. Direktorat Bina Jalan Kota. Direktorat Jendral Bina Marga. Jakarta.
Cahyono, MSD., Muhtadi, A., Wibisono, R Endro., (2019). “Analisis Kinerja Simpang Tak Bersinyal di Simpang Mengkreng Untuk Perencanaan Jalan Tol Kertosono–Kediri”. Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil, Vol.02, No.02, September 2019, hal : 51-56
Huda, Miftachul., (2017). “Analisis Kinerja Lalu Lintas Sebelum dan Setelah Pembangunan Blitar Town Square”. Jurnal Rekayasa Teknik Sipil, Vol.1, No.2, Januari 2017, Hal 7-10, Jurusan Teknik Sipil Universitas Madura, Sumenep.
McShane, William R. & Roess, Roger P. (1990). Traffic Engineering. Pearson Higher Education, Inc. New Jersey.
Miro, Fidel (2004). Perencanaan Transportasi Untuk Perencana dan Praktisi. Erlangga. Jakarta.
Tamin, 2000, “Perencanaan dan Pemodelan Transportasi”, ITB, Bandung.
Taylor, M.A.P., Young, W. & Bonsall, P.W. (2000). Understanding Traffic System: Data, Analysis and Presentation. Second Edition. Athenaeum Press Ltd. Gateshead, Tyne and Wear. England.
Wibisono, R Endro., & Cahyono, MSD., (2018). “Kinerja Lalu-lintas Simpang di Kalen-Majenang Akibat Pembangunan Saluran Irigasi Waduk Kalen di Kecamatan Kedungpring Kabupaten Lamongan”. Jurnal Manajemen Aset Infrastruktur & Fasilitas, Vol.2, No.2, September 2018, hal : 117-128.
Published
2020-09-30
How to Cite
, & . (2020). Studi Karakteristik Arus Lalulintas Simpang Tak Bersinyal Jalan Menur Pumpungan Surabaya. Ge-STRAM: Jurnal Perencanaan Dan Rekayasa Sipil, 3(2), 76-81. https://doi.org/10.25139/jprs.v3i2.2844
Section
Articles