STUDI PERENCANAAN ANGKUTAN PENUMPANG KE TERMINAL NGANJUK SEBAGAI PENUNJANG KEBUTUHAN TRANSPORTASI KARYAWAN YANG BEKERJA DI SURABAYA

  • Fifi Nurlaili Hasanah Program Studi Teknik Sipil Fakultas Teknik Universitas Pembangunan Nasional "Veteran" Jawa Timur
  • Nugroho Utomo Program Studi Teknik Sipil Fakultas Teknik Universitas Pembangunan Nasional "Veteran" Jawa Timur
  • Hendrata Wibisana Program Studi Teknik Sipil Fakultas Teknik Universitas Pembangunan Nasional "Veteran" Jawa Timur
Keywords: public transportation, transportation, Nganjuk terminal, microbus, zone, time

Abstract

Nganjuk Terminal is a type A terminal which provides facilities and means for public transportation and transportation travelers. Nganjuk Terminal is the destination for inter-city transportation or rural transportation to meet the needs of travelers. Employees from villages who want to work in Surabaya usually depart from their area of ​​origin to the terminal using private vehicles, motorbike taxis or pedicabs. There are no reviews of the public transportation used from the village to Nganjuk Terminal. The author conducted a passenger transport planning study to Nganjuk Terminal in order to meet transportation needs. This research was conducted at the locations of zone 1 Gondang - Nganjuk Terminal and zone 2 Rejoso - Nganjuk Terminal by means of a field survey, namely distributing questionnaires to 100 respondents accompanied by interviews, household surveys, and routinely collecting primary and secondary data on the 13th - 18th March 2023 at the Nganjuk Terminal location.  From this questionnaire, data was obtained on the socio-economic characteristics of the respondents and the travel characteristics of the respondents. In the modal integration transport planning, the load factor in zone 1 and zone 2 is 0.7, the planned travel speed in zone 1 and zone 2 is 30 km/hour, the circulation time in zone 1 is 70.19 minutes and the circulation time in zone 2 is 58.73 minutes, The headway in zone 1 and zone 2 is 5.5 minutes, the frequency in both zones is 8 vehicles, the maximum waiting time in both zones is 5.5 minutes and the transportation required in zone 1 is 13 vehicles and the transportation requirement in zone 2 is 11 vehicles. The passenger fare for microbus transportation with a capacity of 16 seats for zone 1 is IDR. 4,200.00/Pnp and zone 2 which is IDR. 4,000.00/PNP.

References

1. Alfiansyah, Rizki dan Herijanto, Wahyu. 2019. Perencanaan Angkutan Bus Trayek Terminal Bubulak – Terminal Baranang Siang (Lewat Stasiun Bogor). Jurnal Teknik ITS
Vol.8, No. 2, (2019) ISSN: 2337-3539 (2301-9271).
2. Bolla, Margareth E. dan Sir, Tri Mardiyanti W. 2013. Analisis Kinerja Angkutan Umum pada Rute Rencana Terminal – Kampus Universitas Timor Kota Kemafenanu
Provinsi NTT. Jurnal The 16th FSTPT International Symposium UMS. Surakarta
3. Departemen Perhubungan RI. (2002). Pedoman Teknis Penyelenggaraan Angkutan Penumpang Umum di Wilayah Perkotaan dalam Trayek Tetap dan Teratur. Jakarta:
Direktorat Jendral Perhubungan Darat.
4. Junior N.P.S, dkk. (2016). Analisis Kebutuhan Angkutan Umum Penumpang Kota Manado (studi kasus : Paal Dua – Politeknik. Jurnal Sipil Statik Vol.4 No.6 Juni 2016
(367-373) ISSN: 2337-6732.
Published
2024-10-31
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