ANALISIS KARAKTERISTIK DAN TINGKAT PELAYANAN FASILITAS PEJALAN KAKI DI KAWASAN TERMINAL KENDARAAN UMUM KOTA DEPOK

  • Fajar Tri Utomo Universitas Pancasila
  • A.R Indra Tjahjani Universitas Pancasila
DOI: https://doi.org/10.35814/infrastruktur.v3i2.710
Abstract views: 602 | pdf downloads: 1151
Keywords: pedestrian facilities, service level, speed-density relationship, pedestrian facility development, terminal area

Abstract

The study area was conducted in one of the Public Vehicle Terminals located in Depok (Margonda). The area of Public Vehicle Terminal located in Depok city is not only the center of the area where the temporary stops of public transportation to raise and lower the passengers, there is also a shopping center which causes pedestrian lane always crowded by pedestrians. Therefore, the research aimed to increase the knowledge and understanding about the comfort of a pedestrian path infrastructure, as well as to know the variable values of pedestrian characteristics, the relation of speed variables with the density, and the level of service of the pedestrian facility. Thus can be known the development function of the pedestrian facility. And the method used in the research refers to Regulation of Minister o f Public Work No. 03/PRT/M/2014. The data obtained from the observation are: the number of pedestrians, pedestrian travel time, and visual observation in the field. Data is processed into pedestrian characteristic variables such as: current, speed, density , and space. To obtain the relationship between speed variables and density variables according to Greenberg method, as well as the value form of capacity and service level of pedestrian facilities in Depok City Public Vehicle Terminal Area. And the improvement of pedestrian facilities can be maintained in the Depok City Public Vehicle Terminal Area. In accordance with the guidelines referring to the Regulation of the Minister of Public Works No. 03/PRT/M/2014.

References

Tanaboriboon, Yordphol dan Guyano, Jocelyn A. (1987). Level-of-Service Standarts for Pedestrian Facilities in Bangkok, Asian Institute of Technology, Bangkok, Thailand.

Government of Western Australia. (2006). Guidelines For Assessing Pedestrian Level Of Service, Western Australia.

Fruin, J.J. (1971). Pedestrian Planning and Design. Cruch Street Station, N.Y. : Metropolitan Association of Urban Designers and Environmental Planner.

RI (Republik Indonesia). (2014). Peraturan Menteri Pekerjaan Umum Nomor: 03/PRT/M/2014 Tentang Pedoman Perencanaan, Penyediaan, Dan Pemanfaatan Prasarana dan Sarana Jaringan Pejalan Kaki Di Kawasan Perkotaan.

Mannering ,Fred L.,& Kilareski, Walter P. (1988). Principles of Highway Engineering and Traffic Analysis, Wiley, New York.

Papacostas, C.S. (1987) Transportation Engineering and Planning. University of Hawaii at Manoa Honolulu, Hawaii.

Puskarev, B.,& M. Zupan, J. (1975). Urban Space for Pedestrian, The MIT Press, Cambridge, Massachusetts.

L. Huang .(2015). Dynamic Continuum Model for Bi-directional Pedestrian Flows. Journal of Engineering and Computational Mechanics. [online], 12 paragraphs. Tersedia di : http://www.google.com [2015, June 28]

Irawan, Benny. (2010). Analisis Karakteristik dan Tingkat Pelayanan Fasilitas Pejalan Kaki di Kawasan Pasar Gede Surakarta, Skripsi, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Sebelas Maret.

Wardhani, M. Ayu Kusuma. (2010). Studi Karateristik Pejalan Kaki Dengan Menggunakan Tiga Pendekatan (Studi Kasus Fasilitas Pejalan Kaki Galabo, Surakarta), Skripsi, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Sebelas Maret.

Alam, Habib Kurnia (2017). Evaluasi Tingkat Pelayanan Jembatan Penyeberangan Orang (Studi Kasus Jembatan Penyeberangan Pasar Kartosuro Sukoharjo), Skripsi, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Sebelas Maret.

Published
2019-07-29
How to Cite
Fajar Tri Utomo, & A.R Indra Tjahjani. (2019). ANALISIS KARAKTERISTIK DAN TINGKAT PELAYANAN FASILITAS PEJALAN KAKI DI KAWASAN TERMINAL KENDARAAN UMUM KOTA DEPOK . Jurnal Infrastruktur , 3(2), 107-114. https://doi.org/10.35814/infrastruktur.v3i2.710