Perencanaan Bus Station Untuk Menunjang Bus Rapid Transit Antara Terminal Purabaya sampai Kenjeran Park

Wicaksono, Galih Setyo (2025) Perencanaan Bus Station Untuk Menunjang Bus Rapid Transit Antara Terminal Purabaya sampai Kenjeran Park. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Bus Rapid Transit (BRT) adalah sistem transportasi berbasis bus yang berkapasitas dan berkecepatan tinggi. BRT juga memiliki Standar dari Fasilitas yang harus digunakan. Naiknya minat pengguna Suroboyo Bus juga harus diimbangi dengan ditingkatkannya fasilitas Bus Stop yang memadai sesuai ketentuan BRT Standard 2016 yaitu Stasiun Bus. Meskipun demikian, Bus Stop di Kota Surabaya masih belum memenuhi kriteria Standar BRT. beberapa halte yang ada hanya dilengkapi dengan fasilitas yang terbatas, seperti plang kecil 'bus stop' yang dipasang di tiang Listrik. Penelitian ini bertujuan untuk merancang pemberhentian bus (Bus Station) pada koridor Bus Rapid Transit (BRT) antara Terminal Purabaya sampai Kenjeran Park yang sesuai dengan standar BRT 2016 yang dikeluarkan oleh Institute for Transportation and Development Policy (ITDP). Pada perencanaan koridor berikut, dilakukan perhitungan kapasitas jalan terhadap ruas jalan yang dilalui yaitu pada jalan Dr. Ir. H. Soekarno, Jalan Kertajaya Indah, dan Jalan Kenjeran. Adapun untuk hasil nilai kapasitas dari Jalan Dr. Ir. H. Soekarno 7/2 T (depan Galaxy Mall) adalah sebesar 6442 skr/jam, Jalan Dr. Ir. H. Soekarno 6/2 T sebesar 4530 skr/jam, Jalan Dr. Ir. H. Soekarno 5/2 T sebesar 4530 skr/jam, Jalan Dr. Ir. H. Soekarno 4/2 T sebesar 3020 skr/jam, Jalan kertajaya Indah sebesar 4839 skr/jam, dan Jalan Kenjeran sebesar 4736 skr/jam. Setelah itu, direncanakan Bus Lane dan Bus Station pada koridor BRT tersebut. Bus Lane yang direncanakan tidak sepenuhnya ada di sepanjang jalur, melainkan akan berubah menjadi mixed traffic saat berada di persimpangan agar tidak mengganggu adanya simpang bersinyal maupun non bersinyal. Bus Lane dan Bus Station yang direncanakan juga tidak menggunakan Jalur kendaraan pribadi melainkan hanya menggunakan lebar Median dan lebar trotoar. Dari perencanaan tersebut dapat ditetapkan headway dari BRT dengan headway operasional sebesar 2 menit dan headway teoritis adalah sebesar 1 menit 30 detik. Untuk Line Capacity juga didapat angka sebesar 2010 penumpang/jam.
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Bus Rapid Transit (BRT) is a bus-based transportation system with high capacity and speed. BRT also has facility standards that must be implemented. The increasing interest of Suroboyo Bus users must be accompanied by improved bus stop facilities that comply with the 2016 BRT Standard, namely Bus Stations. However, the bus stops in Surabaya still do not meet the BRT Standard criteria. Some existing stops are only equipped with limited facilities, such as a small "bus stop" sign mounted on an electricity pole. This study aims to design bus stops (Bus Stations) along the Bus Rapid Transit (BRT) corridor from Purabaya Terminal to Kenjeran Park that comply with the 2016 BRT standards issued by the Institute for Transportation and Development Policy (ITDP). In planning this corridor, road capacity calculations were carried out for the road segments traversed, including Dr. Ir. H. Soekarno Street, Kertajaya Indah Street, and Kenjeran Street. The capacity values obtained are as follows: Dr. Ir. H. Soekarno Street 7/2 T (in front of Galaxy Mall) is 6,442 pcu/hour, Dr. Ir. H. Soekarno Street 6/2 T is 4,530 pcu/hour, Dr. Ir. H. Soekarno Street 5/2 T is 4,530 pcu/hour, Dr. Ir. H. Soekarno Street 4/2 T is 3,020 pcu/hour, Kertajaya Indah Street is 4,839 pcu/hour, and Kenjeran Street is 4,736 pcu/hour. Subsequently, Bus Lanes and Bus Stations were planned for the BRT corridor. The planned Bus Lanes are not continuous along the entire route but transition to mixed traffic at intersections to avoid disrupting signalized or non-signalized junctions. The planned Bus Lanes and Bus Stations do not utilize private vehicle lanes but instead make use of the median width and sidewalk width. Based on the planning, the operational headway of the BRT is set at 2 minutes, with a theoretical headway of 1 minute 30 seconds. The Line Capacity is calculated at 2,010 passengers/hour.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	BRT, Bus Trans Semanggi, Halte, Stasiun Bus, Perlajuan, Trans Semanggi Bus, Bus Stop, Bus Station, Headway.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TE Highway engineering. Roads and pavements > TE7 Transportation--Planning
Divisions:	Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	Galih Setyo Wicaksono
Date Deposited:	01 Feb 2025 07:39
Last Modified:	01 Feb 2025 07:39
URI:	http://repository.its.ac.id/id/eprint/117226

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