Akhmad Abdu, Jadidi (2015) Perencanaan sistem pemberhentian bis antar kota tanpa terminal (Bus Stop) di kota Pasuruan. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Transportasi didefisinikan sebagai kegiatan pemindahan
penumpang dan barang dari suatu tempat satu ketempat yang
lainnya yang didalamnya terdapat unsur pergerakan (movement).
Pada kota yang sedang berkembang dengan sarana dan prasarana
transportasi yang baik bisa semakin mendukung kegiatan
mobilitas ekonomi kota tersebut. Dalam hal ini kami mencoba
merencanakan model sistem transportasi bus yang melewati kota
Pasuruan dengan sistem bus stop (shelter) sebagai alternatif
pengganti terminal bus yang kurang optimal. Akan ada
perencanaan sistem dengan membangun beberapa bus stop
(shelter) di tempat-tempat yang strategis di jalur lalu lintas bus.
Proses perencanaan sistem ini dimulai dengan survey
penentuan titik lokasi. Dimana lokasi tersebut akan dilakukan
survey jumlah bis, penumpang naik turun dan volume lalu lintas.
Analisa volume lalu lintas untuk mengetahui nilai degree of
saturation (DS) eksisting tahun 2014, saat awal sistem
dioperasikan dan umur rencana yaitu pada tahun 2019. Analisa
nilai DS dilakukan dengan perumusan MKJI 1997, dan sebagai
pertumbuhan kendaraan didapat data dari PDRB kota Pasuruan.
Untuk analisa terhadap bis dilakukan perhitungan headway dan frekuensi. Sedangkan untuk perencanaan bus stop (shelter)
mengacu pada panduan perencanaan dari Belfast Irlandia utara.
Hasil perencanaan diperoleh 18 (delapan belas) titik bus
stop (shelter) pada semua rute. Analisa moda dari perhitungan
didapat nilai headway eksisting bis midi 9 menit dan bis standart
5 menit. Tahun 2019 headway bis midi 4,62 menit dan bis stadart
2,50 menit. Frekuensi berdasar perhitungan eksisting didapat bis
midi 3 kend/jam dan bis standart 5 kend/jam. Tahun 2019 didapat
frekuensi bis midi 6 kend/jam dan bis standar 10 kend/jam. Hasil
analisa volume kendaraan eksisting (2014) didapat nilai DS
tertinggi untuk rute Surabaya-Probolinggo pada titik E (Tapa’an)
ruas jalan Jl.Pattimura – Jl.Ir.H.Juanda dipuncak sore yaitu 0,536.
Pada tahun pertama setelah dioperasikannya sitem yaitu tahun
2014 dilokasi yang sama diperoleh DS terbesar 0,654, dan juga
pada umur rencana (2019) di titik yang tetap diperoleh DS 0,738.
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Transportation has definition as displacement activity
of passengers and goods from one place to another, in which there
is an element of movement. In the growing city with facilities and
good transport infrastructure could further support the city's
economic mobility. In this case the author tries to plan a bus
transportation system model that passes through the town of
Pasuruan with system bus stop (shelter ) as an alternative to the
bus terminal is less than optimal. There will be a planning system
by building several bus stops ( shelters ) in strategic places in the
traffic lane bus.
The planning process begins with a survey system
determining location points . Where the location will survey the
number of buses , arrive and depart passengers, and volume of
trafficAnalysis of traffic volumes to determine the value of the
degree of saturation ( DS ) existing in 2014 , when the system is
operated and the life of the plan in 2019. DS value analysis
carried out by the formulation MKJI 1997 , and as a growth
vehicle PDRB data obtained from the town of Pasuruan . For the
analysis of the bus made headway and frequency calculations. As
for planning bus stop (shelter ) refers to the planning of Belfast
Northern Ireland.
Results obtained planning 18 point bus stop (shelter )
on all routes . Analysis of the mode of calculation of the value
gained headway existing midi buses and bus standard 9 minutes 5
minutes . 2019 midi bus headway 4.62 minute and 2.50 minute bus stadart . Calculations based on the existing frequency
obtained midi bus 3 veh / h and bus standard 5 veh / h . 2019
gained 6 midi bus frequency veh / h and standard bus 10 veh /
hour . Results of analysis of the volume of existing vehicles (
2014 ) obtained the highest value for the route Surabaya DS -
Probolinggo at point E ( Tapa'an ) road Jl.Pattimura -
Jl.Ir.H.Juanda dipuncak afternoon is 0.536 . In the first year after
the operation of the system is the same location in 2014 obtained
the largest DS 0.654 , and also on the age of the plan ( 2019 ) at a
fixed point obtained by DS 0.738.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 388.473 Jad p |
| Uncontrolled Keywords: | PDRB; Degree of saturation (DS; Headway; Frekuensi; Bus Stop |
| Subjects: | T Technology > TE Highway engineering. Roads and pavements > TE7 Transportation--Planning |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | - Taufiq Rahmanu |
| Date Deposited: | 01 Oct 2019 07:08 |
| Last Modified: | 01 Oct 2019 07:08 |
| URI: | http://repository.its.ac.id/id/eprint/70934 |
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