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All Journal Jurnal Simetris Jurnal Buana Informatika DEDIKASI JURNAL MAHASISWA Agora Jurnal Solum Creative Information Technology Journal Jurnal Ilmiah Universitas Batanghari Jambi E-JURNAL JUSITI : Jurnal Sistem Informasi dan Teknologi Informasi Jurnal Bumigora Information Technology (BITe) INFOSYS (INFORMATION SYSTEM) JOURNAL at-Tarbiyah al-Mustamirrah: Jurnal Pendidikan Islam Jurnal Ilmiah Teknik Elektro Jikom: Jurnal Informatika dan Komputer Sammajiva: Jurnal Penelitian Bisnis dan Manajemen Ta'dib at-Tarbiyah al-Mustamirrah: Jurnal Pendidikan Islam Jurnal Sipil Terapan Proceedings Series of Educational Studies Proceeding International Conference Of Innovation Science, Technology, Education, Children And Health Proceeding International Conference Of Innovation Science, Technology, Education, Children And Health
David David
Jurusan Teknik Informatika, Fakultas Ilmu Komputer,Universitas Bina Nusantara
Religion Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Other

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Journal : Jurnal Sipil Terapan

 1 
Analisis U-Turn (Putaran Balik) Terhadap Kelancaran Arus Lalu Lintas : Studi Kasus Jalan Trikora Manokwari Jimmy Harrison Nababan; Semuel Rorrong; David David
Jurnal Sipil Terapan Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.377

Abstract

U-Turn Facilities serve to accommodate vehicles changing the direction of travel. Trikora road Manokwari has a U-Turn that causes traffic flow conflicts. The problem occurs because the vehicle cannot make a U-Turn movement properly, so it takes more time when making a U-Turn movement. The purpose of study was to analyze traffic flow conflicts, road geometrics, and level of service. Data collection method by direct observation for 7 days at 07.00 AM to 08.00 AM, 08.00 AM to 09.00 AM, 11.00 AM to 12.00 PM, 12.00 PM to 13.00 PM, 16.00 PM to 17.00 PM and 17.00 PM to 18.00 PM at the research location. Data analysis using MKJI 1997. The results of data analysis obtained a maximum traffic volume of 1308 pcu/hour. Side obstacle class Medium with a weighted frequency 390 with industrial area conditions, several shops on the side of the road. Road capacity of 5562 pcu/hour. Maximum vehicle of 24,70 meters. Disturbed traffic flow speed of 27,32 kilometers/hour. Road shoulder width of 1,5 meters. Level of service value of 0,44 (A). Keywords: U-Turn, Road Geometrics, Traffic Flow, Capacity
Co-Authors -, Dany Fahrurrozi Adam Mudinillah Alfian Agung Prasetyo Alip Alip Andi Nugroho Caroline Caroline Eko Cahyo Nugroho Eliwatis Eliwatis Fadriati Fadriati Faisal Santiago Fernando Fernando Gat Gat Gusti Syariffudin Syariffudin Gusti Syarifudin Hartono Hartono Helen Winata Herviyanti Herviyanti I Dewa Ayu Eka Yuliani Ilham Alfatich Mulia Irawan Wingdes Jimmy Harrison Nababan M. Yasri Mahdi Muiz Adziem Arrahman Mario Antoniya Setiawan Masril Masril Mela Amelia Santika Muhammad Sugihartono Sandy Kosasi Semuel D. Rorrong Sunarto Sunarto Susanti Margaretha Kuway, Susanti Margaretha Syafrimen Yasin T Idris Welmi Yulisa