Urban transport systems in Indonesia have been influenced by kinds of traffic problems such as congestion, high accident rates and traffic violations and uncomfortable, safe, and orderly levels of public transport services. To develop urban transportation systems, a policy implementation is needed in public transportation such as special lanes for Bus Rapid Transit (BRT) as one of the alternative solutions to give better services for the public transport user. The purpose of this study is to count the demand of bus rapid transit, determine number of corriors and halte for the BRT as well as know the types of BRT which should be operated in Kendari City in accordance with the needs of public transport users. The method used in this study is the quantitative method by collecting primary and secondary data which includes OD Matrix of destination of the population travel, Number of Passengers up and down on each route, Load factor in each route, Travel time and Road Inventory Data. Other data include Road length, Road width, Road type, width of trotoar, width of median, and Road Pavement type. The results of this research is that the number of demand for public transportation in Kendari City are 28 buses with 8 units in the first corridor, 6 units in the second corridor, 8 units in the third corridor, and 6 units in the fourth corridor. Indeed, the total number of corridors needed to operated of BRT in Kendari requires 174 shelters. The potential population in Kendari City is categorized on the modest development and the existing conditions of the road, which is not too large for the BRT line planned. Therefore, the possibility of increasing the number of passengers then the type of bus which may be used as a fleet of BRT at the beginning of the operation is large floor buses total capacity of 79 people consisting of 49 seated passengers and 30 passengers standing
Urban transport systems in Indonesia have been influenced by kinds of traffic problems such as congestion, high accident rates and traffic violations and uncomfortable, safe, and orderly levels of public transport services. To develop urban transportation systems, a policy implementation is needed in public transportation such as special lanes for Bus Rapid Transit (BRT) as one of the alternative solutions to give better services for the public transport user. The purpose of this study is to count the demand of bus rapid transit, determine number of corriors and halte for the BRT as well as know the types of BRT which should be operated in Kendari City in accordance with the needs of public transport users. The method used in this study is the quantitative method by collecting primary and secondary data which includes OD Matrix of destination of the population travel, Number of Passengers up and down on each route, Load factor in each route, Travel time and Road Inventory Data. Other data include Road length, Road width, Road type, width of trotoar, width of median, and Road Pavement type. The results of this research is that the number of demand for public transportation in Kendari City are 28 buses with 8 units in the first corridor, 6 units in the second corridor, 8 units in the third corridor, and 6 units in the fourth corridor. Indeed, the total number of corridors needed to operated of BRT in Kendari requires 174 shelters. The potential population in Kendari City is categorized on the modest development and the existing conditions of the road, which is not too large for the BRT line planned. Therefore, the possibility of increasing the number of passengers then the type of bus which may be used as a fleet of BRT at the beginning of the operation is large floor buses total capacity of 79 people consisting of 49 seated passengers and 30 passengers standing
Penelitian ini bertujuan untuk mengetahui besar biaya dan produktivitas alat berat pada kegiatan Peningkatan Jalan Sidamangura-Guali Kabupaten Muna Barat pada item pekerjaan lapis pondasi agregat kelas A dan lapis Permukaan CPHMA. Alat berat yang diteliti pada tugas akhir ini adalah Wheel loader, Dump truck, Motor grader, Vibrator roller dan Water tank truck, Dump Truck, Asphalt finisher, Tandem Roller P.tyre Roller. Perhitungan Analisa produktivitas alat berat mengacu pada Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat No. 28 Tahun 2016 Bidang Binamarga. Hasil penelitian ini menunjukan bahwa pada pekerjaan Lapis pondasi agregat kelas A dan Lapis permukaan CPHMA, 1 unit wheel loader bekerja selama 44,31 jam dengan biaya alat berat sebesar Rp.35.766.989,8, 8 unit dump truck bekerja selama 170,96 jam dengan biaya alat berat sebesar Rp.878.023.595, 1 unit motor grader bekerja selama 15 jam dengan alat berat sebesar Rp.13.239.873, 1 unit vibrator roller bekerja selama 52,11 jam dengan biaya alat berat sebesar Rp.29.178.751,1, 1 unit water tank truck bekerja selama 26,6 jam dengan biaya alat berat sebesar Rp. 20.404.688, 1 unit asphalt finisher, bekerja selama 42,65 jam dengan biaya alat sebesar 32.602.845,8, 1 unit tandem roller, bekerja selama 14,21 jam dengan biaya alat sebesar 10.444.055,6, 1 unit peneumathic tire roller, bekerja selama 15,64 jam dengan biaya alat sebesar 13.973.569,6.
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