ANALISA KINERJA RUAS JALAN JENDRAL SUDIRMAN DI SAMARINDA

VIERNA PRATIWI DERIL

Abstract


Jendral Sudirman in Samarinda City is a secondary arterial road connecting primary and secondary areas to one another. Land use conditions contained in the Jenderal Sudirman street is dominated by public buildings with general activities of trade and offices. Jalan Jendral Sudirman in Samarinda is classified as Category III C class road. As the economy grows and the rising level of prosperity of the population will result in the increase of traffic levels. Traffic resulting from the need for transportation from the community, where people will always seek a faster, safer road and smoothly. The increase in population and the number of urbanization to urban areas will cause the movement and density, so the need for transportation also increases as well. On this basis, then do the research how the performance of Jl Sudirman street in Samarinda. In the Performance Analysis of Jalan Jendral Sudirman, the Road Manual Capacity Manual of Indonesia (MKJI'1997), which is described by Form UR-1 in the form of General and Geometric Condition of the road, UR-2 in the form of advanced input data ie Flow and Composition of traffic and Obstacles side, UR-3 in the form of Analyze the speed of free flow of light vehicles, Capacity and Speed of light vehicles. In the research of Performance Analysis of Jalan Jendral Sudirman, it is conducted a peak hour survey on Jl. Kinibalu to General Sudirman and Jl. General Sudirman to KH. Khalid and the survey was conducted at 6:00 to 9:00, 12:00 to 14:00, 16:00 to 18:00. After the calculation of the existing data, in segment I directions Jl. Kinibalu - General Sudirman is 1526.86 pcu / hr and service level is at level C, which means stable current zone, the driver in the limit chooses speed. Then the Segment II of General Sudirman Segment II General Sudirman - Kh, Khalid is 1396,92 smp / hour from standard <1600 smp / hour. (table 2.10) and Jurnal Transportasi 2 service levels are at level B. which means stable current zone, the driver has the freedom to choose speed

Keywords


capacity, degree of saturation and Service Level

Full Text:

PDF

References


Badan Standardisasi Nasional, RSNI T-14-2004, Geometrik Jalan Perkotaan.

Clarkson H.Oglesby 1999, Teknik Jalan Raya. Penerbit Erlangga,

Bandung.

Depetemen Pekerjaan Umum, No 038/TBM/1997, Tata Cara Perencanaan

Geometrik Jalan Antar Kota, Direktorat Jenderal Bina Marga, Jakarta.

Direktorat Jenderal Bina Marga 1997, Manual Kapasitas Jalan Indonesia

(MKJI), Direktorat Bina Jalan (Binkot), Jakarta.

Jurnal Transportasi

Direktorat Jenderal Perhubungan Darat 1999, Sistem Transportasi Kota,

Direktorat Bina Sistem Lalu Lintas dan Angkutan Kota, Jakarta.

Hermanton, M. S. A. 2017, Tugas Akhir Analisa Kinerja Ruas Jalan Wahid

Hasyim II di Kota Samarinda, Universitas 17 Agustus 1945, Samarinda

Hobbs F.D 1995, Perencanaan dan Teknik Lalu Lintas, Penerbit Gadjah Mada.

Khisty 2002, Dasar-Dasar Rekayasa Transportasi, Jilid 1 dan 2, Penerbit

Erlangga, Jakarta.

Peraturan Pemerintah Republik Indonesia Nomor 43 Tahun 1993 Tentang

Prasarana dan Lalu Lintas Jalan, Jakarta.

Peraturan Pemerintah Republik Indonesia Nomor 34 Tahun 2006 Tentang

Jalan, Jakarta.

Silvia Sukirman, Dasar-Dasar Perencanaan Geometrik Jalan, Penerbit Nova,

Bandung.


Refbacks

  • There are currently no refbacks.


VOL 1. NOMOR 1. AGUSTUS 2012