DESIGN OF TRANSPORTATION ASPECT AT KAMPUNG BANDAN RAILWAY STATION REDEVELOPMENT
Kampung Bandan Station is a railway station located in between Mangga Dua Village and Ancol Village. This station has a function as a transit point, transportation transfer (intermodal), a hub (public place), and additional functions in the form of commercial functions. Access from or go to the s...
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/62656 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | Kampung Bandan Station is a railway station located in between Mangga Dua
Village and Ancol Village. This station has a function as a transit point,
transportation transfer (intermodal), a hub (public place), and additional functions
in the form of commercial functions. Access from or go to the station uses land
modes such as trains, cars, public transportation, buses, and motorcycles.
The topic of the final project covers the transportation aspects, are demand analysis,
parking space requirements analysis, queuing analysis, pavement structure analysis,
traffic impact analysis and station facility analysis.
During peak hours this station can serve 850 passengers/hour. The
building/platform area depends on the number of each mode during peak hours and
the need per person. The platform area required by this station is 435,2 ????2.
The accumulation of vehicles is analyzed to obtain the required parking area for
both cars and motorcycles. The parking space requirement for cars is 450 ????2 and
for motorcycles is 157,5 ????2
There are 3 counters at Kampung Bandan Station, namely ticket purchase counters,
inspection gate counters, and parking entry and exit counters. There are 4 ticket
purchase counters, 4 departure checkpoints, 2 arrival check-in counters, and 1 entry
and exit counter for car and motorcycle parking.
The pavement used is flexible pavement for access roads and rigid pavement for
parking areas. The pavement thickness for the access road is 500 mm, and the
pavement thickness for the parking area is 150 mm.
The traffic performance assessment was analyzed based on the degree of saturation
(DS). The DS on the Mangga Dua Raya road segment is 0.694, the DS on the
Mangga Dua VII road segment is 0.078 and the DS for the unsignalized intersection on the Mangga Dua Raya road to Mangga Dua VII road is 0.59 and the DS for the
unsignalized intersection on the Mangga road section Dua VII to Jalan Mangga Dua
Raya is 0.7. Based on Manual Kapasitas Jalan Indonesia (1997), roads and
intersections do not need repairs after the Kampung Bandan Station is operational
because the value of DS does not exceed 0.75.
Transportation facilities are designed in the form of drop zones, car and motorcycle
parking, bridges for crossing people, toilets, seats, stairs/escalators, information
center, place of worship, breastfeeding rooms, platforms, accessibility rooms, train
track maps, tap lockets, sidewalks, metal detector, terminal, taxi stand, CCTV,
audio, and signage. |
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