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All Journal Teras Jurnal International Journal of Engineering, Science and Information Technology
Teuku Muhammad Ridwan
Universitas Malikussaleh
Astronomy Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Social Sciences Transportation

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STUDI PENENTUAN TARIF PENUMPANG ANGKUTAN BUS SEDANG (Studi Kasus Trayek Lhokseumawe-Bireuen) Teuku Muhammad Ridwan
TERAS JURNAL Vol 3, No 2 (2013): Teras Jurnal, Vol 3, No 2, September 2013
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (112.894 KB) | DOI: 10.29103/tj.v3i2.38

Abstract

Bus Cendrawasih salah satu bus yang menyediakan jasa angkutan umum penumpang dengan trayek Lhokseumawe-Bireuen dengan jarak tempuh 56 km setiap trip dan frekuensi pelayanan 3 trip perhari pulang-pergi. Dalam penelitian ini ingin mengetahui seberapa besar tarif angkutan penumpang berdasarkan Biaya Operasi Kendaraan yang ditinjau dari direct cost dan indirect cost. Berdasarkan hasil survey dan analisa data yang dilakukan dalam penelitian ini dapat dinyatakan bahwa Angkutan umum bus CV. Cendrawasih dapat memberikan pelayanan yang relatif baik walaupun jumlah armada yang beroperasi hanya 35 unit. Faktor pembebanan (load factor) ratarata angkutan antar kota sebesar 45% dengan jumlah rata penumpang per ritnya adalah 13 penumpang. Besarnya biaya operasi kendaraan Biaya langsung sebesar Rp. 2.013,740 /bus-km, Biaya tidak langsung Rp. 18,020 / bus-km. Besarnya biaya operasi kendaraan rata-rata sebesar Rp. 156,289 /pnp/km. Besarnya tarif dihitung berdasarkan biaya operasi kendaraan (BOK) dan jumlah penumpang rata-rata/trip sebesar Rp. 8.752,20 /penumpang. Tarif yang telah diberlakukan selama ini adalah sebesar Rp. 10.000,00. Hal ini menunjukkan tarif masih sesuaiKata kunci: Tarif Penumpang, Bus Sedang
Optimum Risk-Based Management on the Lhokseumawe City Ring Road which is Vulnerable to Coastal Abrasion Teuku Muhammad Ridwan; Amri Amri; Syahrial Syahrial; A F Ayob
International Journal of Engineering, Science and Information Technology Vol 2, No 2 (2022)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1077.355 KB) | DOI: 10.52088/ijesty.v2i2.255

Abstract

The city of Lhokseumawe, which is one of the cities that has a topography such as a bay and a very busy area as the center of government, business, and services, has also experienced congestion. In 2012, the Lhokseumawe City Government has started planning to build a 7.6 Kilometer Lhokseumawe City Ring Road, starting from Sp.Kandang – Pusong and Sp. Lestari – Loskala. The ring road construction is along the shores of Ujong Blang Beach and KP3, where Ujong Blang Beach and KP3 since 1998 until now continue to experience abrasion. The purpose of this study was to determine the level of abrasion speed of Ujong Blang Beach and KP3 Beach and risk factors other than abrasion for an optimal risk-based management model approach to the Lhokseumawe City Ring Road as coastal infrastructure that is prone to abrasion and other risks. The method used to determine the abrasion rate is based on Landsat ETM+ (Enhanced Thematic Mapper) satellite data for a period of 25 years (1995 – 2020) which is analyzed by the Digital Shoreline Analysis System. The results showed that the magnitude of the abrasion speed of Ujong Blang Beach and KP3 Beach was -2.11 m/year and the farthest accretion occurred on the coast on transect 83 with an accretion distance of 111.34 m or around 4.45. Meanwhile, other factors were sea waves. with a period range of 2.33-10.25 s with an average of 4.57 s. Furthermore, the height of the coastal topography ranges from 0.00-8.60 m with an average of 4.30 m and the coastal slope observed at 8 observation locations obtained a coastal slope range of 2.90-4.47% with an average slope of 3,76%. The optimum risk-based management carried out by the ring road manager is the ALARP-principles approach to control very high to high risk (ALARP Zone), namely by building a preventive building in the form of a conventional type of breakwater with minimal handling costs to mitigate a greater impact on the environment. Damage to the Lhokseumawe City Ring Road if the risk occurs during the life of the road plan.
Co-Authors A F Ayob Amri Amri Syahrial Syahrial