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PERENCANAAN JARINGAN TRAYEK DAN RUTE ANGKUTAN PENGUMPAN (FEEDER) BUS TRANS METRO DEWATA DAN TRANS SARBAGITA DI KABUPATEN BADUNG Suthanaya, Putu Alit; Saraswati, Ni Putu Delima Yogeswari; Wardani, Kadek
Jurnal Spektran Vol. 14, No. 1, Januari 2026
Publisher : Program Studi Magister Teknik Sipil Universitas Udayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/

Abstract

A feeder transport service is planned to support Bus Trans Metro Dewata and Trans Sarbagita in Badung Regency, specifically on the route from Mengwi Terminal to Pasar Adat Buduk, Mengwi Terminal to PT Indomarco Prismatama Tbk. Indomaret DC Mengwi Route, Mengwi Terminal to Sibang Gede Market Route, Mengwi Terminal to Monkey Forest Sangeh Route, Mengwi Terminal to Mambal Market Route, Mengwi Terminal to SMA N 1 Kuta Utara Route, Udayana University Rectorate to Jimbaran Beach Route, Bali State Polytechnic to Balangan Beach Route, Bali State Polytechnic to Pandawa Beach Route, ITDC Nusa Dua to Bali Tourism Polytechnic Route, ITDC Nusa Dua to Tanjung Benoa Beach Route, and ITDC Nusa Dua to Gunung Payung Beach Route. The methods used were demand potential analysis, operational system analysis, and Vehicle Operating Cost (VOC) analysis. The results of this study show that the 6 planned routes located in the North Badung Region have an average of 31,803 potential passengers per day with an average vehicle requirement of 73 fleets, an average circulation time of 67.132 minutes, an average annual BOK of IDR 217,910,721.20 per fleet, and an average BOK per kilometer of IDR 4,529.00. The South Badung Region has an average of 12,787 passengers per day with an average vehicle requirement of 22 fleets, an average circulation time of 48 minutes, an average annual BOK of Rp216,741,880.89 per fleet, and an average BOK per kilometer of Rp4,600.45 per fleet. Thus, it can be concluded that each route in North Badung and South Badung has high potential demand for transportation, given the large number of vehicles needed to serve potential passengers.
THE ROLE OF VERTICAL HOLINESS IN THE MULTI-STOREY INFRASTRUCTURE DESIGN I Made Sastra Wibawa; I Wayan Redana; Putu Alit Suthanaya; Ngakan Made Anom Wiryasa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 1 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.9.1.1671.11-24

Abstract

The increasing number of residents demands the provision of settlement facilities and infrastructure. Limited land is an obstacle to the development in the horizontal direction, especially the use of green open land which will cause land conversion. The limitation of the building height regulated by local regulations, as well as the local wisdom, namely vertical holiness can be a challenge related to the idea of building multi-storey buildings. When you want to enter the lower floors of the building, there is a feeling of doubt because there are other residents on the upper floors who step over. This study aims to reveal the relationship of vertical holiness with multi-storey building design and formulate vertical holiness as an effort to implement it in a design so that it can be accepted by the community. This study uses a methodology to examine the problem by interviewing the stakeholders and filling out the questionnaire, therefore, the relationship between vertical holiness and multi-storey building design can be obtained. The results of the study clearly confirm that there is indeed a correlation between vertical holiness and multi-storey building design. Thus, the design should pay attention to this vertical holiness. The study also encourages that the formulation of vertical holiness should be legally stated in regulation so that it is easily understood and accepted by the community.