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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
A Study Coastal Protection Using Stones Crushed and Tetrapod (Case study at Ujong Blang Beach) Teuku Muhammad Ridwan; Abdul Jalil
Proceedings of Malikussaleh International Conference on Multidisciplinary Studies (MICoMS) Vol. 3 (2022): Proceedings of Malikussaleh International Conference on Multidisciplinary Studies (MI
Publisher : LPPM Universitas Malikussaleh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/micoms.v3i.209

Abstract

Ujong Blang Beach and Jagu Beach are in Lhokseumawe City. The purpose of this study was to plan a breakwater along the coast of Ujong Blang as an alternative for coastal protection. This includes specifying the details of the breakwater layers and calculating the dimensions of the breakwater. Applying the Hudson method to obtain the diameter and weight of stones grains. The protective layer material uses crushed stones and tetrapods. The results of the analysis obtained breakwater dimensions obtained based on a slope of 1: 2. The results of the analysis that have been obtained are made in the drawing 2D as a result of designing rock mounds with a slope of 1: 2. Breakwaters are planned in a position to protect the coast from waves. The planned breakwater height is 6.32 meters so it has the same elevation and crest dimensions, but the material volume will change less due to the lower contour differences in the sea.This type of breakwater is suitable for Ujong Blang beach, because it will have a good effect on the tourism business. The number of protected layer grains on a slope of 1:2 has a material use of 0.23 tons of tetrapods and a peak width of 3.5 meters.