Jurnal Skripsi Teknik Sipil Transportasi

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Jurnal skripsi teknik sipil transportasi 2
  1. Jurnal Skripsi Teknik Sipil Transportasi 2
  2. Jurnal Tugas Akhir Teknik Sipil Transportasi

Jurnal Skripsi Teknik Sipil Transportasi 2

Berikut adalah Skripsi Teknik Sipil Jalan Raya PDF Lengkap buat. STRUKTUR BESERTA PERKIRAAN BIAYA PERENCANAAN JALAN REL SEBAGAI ALTERNATIF TRANSPORTASI ANGKUTAN.

Jurnal Skripsi Teknik Sipil Transportasi

This study took place at Pasar Modern Pasir Pengaraian, the aim to determine characteristics which include parking accumulation, the volume of vehicle parking, parking duration, parking index and turnover of parking. The survey grouped on weekdays and holidays. The data obtained in the form of data registration numbers of vehicles consisting of a vehicle type cars (sedans, jeeps and pick-ups) and motorcycles.

The result showed the maximum parking accumulation for motorcycles as many as 155 vehicles at a time interval 10:00 to 11:00 am, while on the car as much as 30 vehicles on the time interval 10:00 to 11:00 am. The majority of parking duration between 5-6 Hours. The maximum turnover rate for car parking occurs on a holiday at the clock 09:00 to 10:00 am for the motorcycle while going on holiday at 8:00 to 9:00am. Car parking for a maximum index of 21.429% on holiday while on the motorcycle of 55.537% on holidays.

Contoh

The amount of parking index value indicates that the parking capacity of Pasar Modern Pasir Pengaraian still able to accommodate parking demand that occurs at this time. Anonymous, 1999, “Pedoman Perencanaan Dan Pengoperasian Fasilitas Parkir”, Direktorat Jendral Perhubungan Darat, Departemen Perhubungan. Anonymous, 1999, “Rekayasa Lalu Lintas ”, Direktorat Jendral Perhubungan Darat, Departemen Perhubungan. Departemen Perhubungan, 1996, “Penyeleng-garaan Fasilitas Parkir”, Direktorat Jendral Perhubungan Darat, Jakarta Rosyidi, Muhammad, 2001 “Optimalisasi Penggunaan Lahan parkir di Pusat Matahari Mall Pekanbaru” Tugas Akhir, Jurusan Teknik sipil Universitas Islam Riau, Pekanbaru Sujana, 1975, “Metode Statistika”, Tarsito, Bandung. Tamin, O.Z, 1997, “Perencanaan dan Permodelan Transportasi”, ITB, Bandung.

Solo-Ngawi toll road project is part of the mega project of the Trans Java toll road development initiated by the government and is still under construction until now. PT Solo Ngawi Jaya (SNJ) as the Solo-Ngawi toll management company needs to determine the toll fare that is in accordance with the business plan. The determination of appropriate toll rates will affect progress in regional economic sustainability and decrease the traffic congestion. These policy instruments is crucial for achieving environmentally sustainable transport. Therefore, the objective of this research is to find out how the toll fare sensitivity of Solo-Ngawi toll road based on Willingness To Pay (WTP). Primary data was obtained by distributing stated preference questionnaires to four wheeled vehicle users in Kartasura-Palang Joglo artery road segment.

Jurnal Tugas Akhir Teknik Sipil Transportasi

Further data obtained will be analysed with logit and probit model. Based on the analysis, it is found that the effect of fare change on the amount of WTP on the binomial logit model is more sensitive than the probit model on the same travel conditions. The range of tariff change against values of WTP on the binomial logit model is 20% greater than the range of values in the probit model. On the other hand, the probability results of the binomial logit model and the binary probit have no significant difference (less than 1%). Export citation and abstract.