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All Journal IJTI (International Journal Of Transportation And Infrastructure) Jurnal Aplikasi Teknik Sipil Astonjadro IJIEEB : International Journal of Integrated Education, Engineering and Business Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Journal of Infrastructure and Facility Asset Management Narotama Jurnal Teknik Sipil International Journal of Engineering, Science and Information Technology
Wasono, Sapto Budi
Civil Engineering Department, Universitas Narotama, Surabaya, Indonesia.
Astronomy Automotive Engineering 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 Economics, Econometrics & Finance 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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ANALISIS KINERJA TRUK PENGANGKUT SAMPAH KOTA DI KECAMATAN BENOWO Anggryawan, Ferry; Mudjanarko, Sri Wiwoho; Wahyuni, Atik; Wasono, Sapto Budi
ASTONJADRO Vol. 9 No. 1 (2020): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v9i1.2883

Abstract

Semakin jauh rute pelayanan dan semakin banyak jumlah ritasi truk maka  semakin besar pula biaya operasional yang harus dikeluarkan. Lokasi penelitian ini di TPA Kecamatan Benowo dengan tujuan mengetahui sistem atau pola pengangkutan sampah serta biaya operasional kendaraan truk pengangkut sampah. Sistem pengangkutan sampah di Kecamatan Benowo menggunakan Hauled Container System (HCS) dan Stationary Container System (SCS).Dengan rata-rata jarak yang di tempuh per hari jenis kendaraan arm roll adalah 52 km/hari sedangkan jenis compactor 56 km/hari dan rata-rata kecepatan yang di tempuh per hari jenis kendaraan yang di tempuh perhari jenis kendaraan arm roll adalah 23 (km/jam)/hari sedangkan jenis compactor 20.5 (km/jam)/hari. Dari penelitian ini didapatkan biaya  Life Cycle Cost pengangkutan sampah /m3 menggunakan Arm roll lebih murah dengan biaya Rp. 18.394,5259/m3 sedangkan menggunakan comfactor Rp. 32.872,497737.281,8. Dari hasil analisis dapat dilihat bahwa nilai efektifitas yang lebih besar adalah sistem HCS dan biaya angkut sampah menggunakan armroll lebih murah dibandingkan dengan comfactor..
Analysis Of The Performance East Circle Road Of Sidoarjo Muhammad Ayung Tama; M. Ikhsan Setiawan; Sapto Budi Wasono
International Journal of Engineering, Science and Information Technology Vol 1, No 2 (2021)
Publisher : Malikussaleh University, Aceh, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (989.091 KB) | DOI: 10.52088/ijesty.v1i2.53

Abstract

Along with the increasing number of the population of Sidoarjo, this has an i mpact on traffic volume, it occurs on the road of Gedangan roads to Buduran, therefore carried out the transfer of road access to the East Ring Road with specialized for heavy vehicles, due to the transfer of the road, it is necessary to perform the analysis of the East circumference road performance. The research aims to determine the magnitude of the influence of heavy vehicle volumes on the road performance of the East Ring road. The performance Of the east circumference traffic by counting the Level Of Service (LOS) and calculating the volume Of the vehicle compared to the road capacity (degree Of saturation). Traffic volume Data surveyed for 2 days (6 and 10 August 2020), for 6 hours per day at 06.00 – 08.00, 12.00 – 14.00, and 16.00 – 18.00. The analysis of road performance is using the Manual road Capacity (MKJI) method with a degree of saturation (DS) as the main indicator of road performance. The results of the analysis showed the performance of the road on the condition of the excitation point 1 the value of saturation of 0.61 and in point 2 of the value of saturation 0.97 and the result of service level of roadway 1 is C (steady current speed and motion-controlled vehicles) and in point 2 is E (current unstable speed sometimes stalled close request of capacity).
Co-Authors Ahyudanari, Ervina Andre Ferdian Saleh Anggryawan, Ferry Atik Wahyuni Hendro Sutowijoyo Hitapriya Suprayitno, Hitapriya Huda Alfian Aunur Hasyir Julistyana Tistogondo M Zusron Anggik M. Ikhsan Setiawan M. Syaikhu Anwari Maharani, Adhita Maharani, Adhita Muhammad Ayung Tama Muhammad Farid Hadi Muhtadi, Adhi Sri Wiwoho Mudjanarko, Sri Wiwoho