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All Journal Jurnal Teknik Sipil Jurnal Transportasi jurnal niara RACIC : Rab Construction Research INVOTEK: Jurnal Inovasi Vokasional dan Teknologi Syntax Literate: Jurnal Ilmiah Indonesia Rang Teknik Journal SIKLUS: Jurnal Teknik Sipil Jurnal Rekayasa Sipil Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Astonjadro Jurnal Public Policy Jurnal Ilmiah Rekayasa Sipil JESS (Journal of Education on Social Science) Construction and Material Journal Andalasian International Journal of Applied Science, Engineering, and Technology Jurnal Impresi Indonesia The International Journal of Politics and Sociology Research Journal of Civil Engineering and Vocational Education
Yossyafra Yossyafra
Civil Engineering Department, Faculty Of Engineering, University Of Andalas
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Journal : syntax literate jurnal ilmiah indonesia

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Evaluasi Waktu Tempuh Kendaraan Dan Kinerja Ruas Jalan Rute Sicincinbukittinggi Saat Penerapan Sistem Satu Arah Pada Musim Mudik Lebaran 2024 Satria, Fachrian; Yossyafra; Yosritzal , Yosritzal
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i11.62488

Abstract

West Sumatra stands as one of the regional divisions with a high number of Lebaran homecoming travelers, as many residents migrate to various parts of Indonesia. This leads to an increase in vehicle volume entering West Sumatra during the Lebaran period. The West Sumatra Provincial Government, in collaboration with the West Sumatra Police Department, implemented a One Way System traffic management scheme on the Sicincin–Bukittinggi road segment during the 2024 Lebaran season, from three days before (H-3) until three days after (H+3) Lebaran. This study aims to evaluate vehicle travel time and road segment performance on the Sicincin–Bukittinggi route during the One Way System implementation and to provide route recommendations for the system. The evaluation results show that the VC Ratio before and after Lebaran ranged from 0.37 to 0.82 and 0.62 to 0.91, respectively. The route via Padang Panjang offers an average travel time savings of approximately 10 minutes, while the route via Malalak increases travel time by around 5 minutes. Therefore, the One Way System through Padang Panjang is recommended, along with caution for traffic surges after Lebaran.
Evaluasi Pengaturan Simpang Empat Bypass KM 6 (Simpang Pisang) Kota Padang dengan Bantuan Software Microsimulation Perdana, Heru; Yossyafra, Yossyafra; Adji, Bayu Martanto
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v11i2.63720

Abstract

Persimpangan jalanan merupakan salah satu titik kritis dalam sistem transportasi yang dapat menjadi sumber kemacetan dan kecelakaan lalu lintas, Simpang Empat Bypass Km 6 (Simpang Pisang) Kota Padang merupakan persimpangan yang belum dilengkapi sistem pengendalian arus kendaraan karenanya mampu mengakibatkan terjadi banyak konflik lalu lintas yang berujung pada terjadinya kemacetan lalu lintas pada persimpangan. Maksud studi ini adalah guna Melakukan evaluasi efektivitas pertemuan Jalan Pisang saat situasi sekarang / nyata, Melakukan evaluasi mutu layanan Persimpang Pisang ketika penutupan simpang sehingga menjadi simpang tiga dua sisi, serta memberikan Usulan Manajemen Rekayasa Lalu Lintas (MRLL) Simpang Pisang pada situasi ditutup. Teknik yang diaplikasikan dalam riset ialah kuantitatif melalui bantuan perangkat lunas microsimulation VISSIM. Dari hasil evaluasi tersebut didapat Kinerja Simpang Pisang Eksisting memiliki kinerja maksimal antrian sebesar 125.5 meter dan ketika tingkatan layanan F melalui tundaan maksimal 194.72 det/smp, efektivitas skenario pemberian APILL memiliki kinerja maksimal antrian sebesar 155.04 meter dan tundaan maksimal sebesar 100.53 detik/smp dengan tingkat pelayanan F, dan Kinerja Simpang Pisang Skenario simpang tiga dua sisi memiliki kinerja maksimal antrian sebesar 20.5 meter dan tundaan maksimal sebesar 4.15 detik/smp pada level layanan A. Dengan demikian, Simpang tiga dua sisi Pada Simpang Pisang merupakan skenario yang akan diusulkan dalam rangka perbaikan Pengaturan Simpang Empat Bypass Km 6 (Simpang Pisang) Kota Padang.
Co-Authors AA Sudharmawan, AA Abdul Hakam Ade Marnilawati Agenta, Veiga Mustika Amirna, Rahimmah Ari Septayuda Bayu Budi Irawan Bayu Martanto Adji, Bayu Martanto Benny Hidayat Chairi, Maiyozzi Cut Dona Kordelia Daoed, Darwizal Denny Helard Dewi Puspa Donal Catria Elsa Eka Putri Endri Endri Febrin Anas Ismail Feri, Fadel Muhammad Fitra Rifwan Ghalib, Kenny Gunawan, Hendra Gusman, Gusman Helmi Helmi Helmi Helmi Jafril Tanjung, Jafril Jayawarsa, A.A. Ketut Kurniati, Titi Lusi Dwi Putri, Lusi Dwi Maiyozzi Chairi Mazni, Deni Irda Melinda Noer Momon Momon Nora Eka Putri Nurul Adhaini Oktaviani oktaviani Perdana, Heru Poetra, Andhika Dwiantara Prices, Afrizal Putra Purnawan Purnawan Purnawan Putri Jori, Rahmatika Dwi Rahendra, Muhazir Rahmad Aulia Nahar Rahmat, Syukriadi Sari, Adria Sasmita, Dessi Satria, Fachrian Susumaningsih, Endang Thamrin , Rendy Titi Kurniati Vivi Handayani Yosritzal , Yosritzal Yosritzal, Yosritzal Yusmarizal, Yusmarizal