DESIGN OF TRANSPORTATION AND DRAINAGE ASPECTS IN BAMBOO ECOTOURISM PARK BUKIT BAMBU, CIREBON
Bamboo Ecotourism Park is an bamboo tourism park, located in the Bukit Bambu area, Jalan Raya Beber, Patapan, Beber, Cirebon, West Java. In addition to being a recreational area, the Bamboo Ecotourism Park is also an educational area that demonstrates the use of bamboo as a reliable construction...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/58140 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Bamboo Ecotourism Park is an bamboo tourism park, located in the Bukit Bambu
area, Jalan Raya Beber, Patapan, Beber, Cirebon, West Java. In addition to being a
recreational area, the Bamboo Ecotourism Park is also an educational area that
demonstrates the use of bamboo as a reliable construction material. The
construction of the Bamboo Ecotourism Park creates vehicle pulls that affect
performance on Jalan Raya Beber. Trip generation is calculated using the ITE
(Institute of Transportation Engineers) Trip Generation 10th Edition, trip
generation of the Bamboo Ecotourism Park is 1369 vehicles/day. Road performance
assessment is carried out based on the degree of saturation, with the degree of
saturation of Jalan Raya Beber after the Bamboo Ecotourism Park operates and the
five-year period after operation is 0.128 and 0.234. Based on the Manual Kapasitas
Jalan Indonesia (1997), the road does not need repair after the Bamboo Ecotourism
Park is operational because the degree of saturation does not exceed 0.75. The
required parking space is 77 for cars and 38 for motorbikes using a parking island
pattern with a parking angle of 90?. Queue repair handling is not needed because
the calculated traffic intensity does not exceed 1, namely 0.44 for parking entry
queues and 0.42 for parking exit queues. The queue length for incoming vehicles is
0.35 vehicles and for outgoing vehicles 0.35 vehicles with a long queue time is
43.75 for incoming vehicles and 35.71 for outgoing vehicles. The length of the
vehicle queue and the length of time queuing is also not large so it does not have a
major influence on road performance. The design of drainage channels in the
Gallery and Workshop buildings requires a u-ditch channel cross section measuring
30x30 cm with a channel length of 287.25 m.
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