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PERENCANAAN DESAIN GEOMETRIK JALAN UNTUK PARIWISATA DI DESA CIPAMEKAR KABUPATEN SUMEDANG Fajar Yusuf Pebrian; Muhammad Oka Mahendra
Jurnal Teknik Sipil Vol 9 No 1 (2025): Jurnal Gradasi Teknik Sipil - Juni 2025
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v9i1.14431

Abstract

Penelitian ini bertujuan merancang rute alternatif menuju obyek wisata di Desa Cipamekar untuk meningkatkan aksesibilitas wisatawan dan warga lokal, mengingat kondisi jalan saat ini kurang aman. Perancangan dilakukan menggunakan perangkat lunak Civil3D, mencakup analisis parameter desain, alinyemen horizontal dan vertikal, serta perhitungan volume galian dan timbunan. Hasilnya adalah desain jalan sepanjang 285 meter dengan tipe 2/2 TT, kecepatan rencana 20 km/jam, lebar jalan 2,75 meter, dan bahu jalan 0,5 meter. Desain ini mencakup satu tikungan lingkaran penuh dengan volume galian 65149,38 m³ dan timbunan 23617,27 m³. Rancangan geometrik ini diharapkan dapat menciptakan jalan yang aman dan efektif, sekaligus memberikan solusi bagi pemerintah Desa Cipamekar dalam pengadaan jalan alternatif menuju obyek wisata Mata Air Sirah Cipelang. Dengan demikian, diharapkan meningkatkan rasa aman dan nyaman bagi wisatawan serta mendukung pengembangan pariwisata local. Penelitian ini menunjukkan bahwa perencanaan desain geometrik jalan yang matang dan berbasis data berhasil menghasilkan jalan yang aman, nyaman, dan efisien, mendukung aksesibilitas ke obyek wisata di Desa Cipamekar
Analisis komparatif kinerja lalu lintas berdasarkan pedoman kapasitas jalan indonesia 2023 dan simulasi Vissim di Persimpangan Serdang Muhammad Oka Mahendra; Robinson Martianus Silalahi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 240-249
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.14.2.12584.240-249

Abstract

This study evaluates the operational performance of Serdang Intersection, an unsignalized three-leg junction located in a commercial area connecting Serang–Cilegon Road and Waringinkurung Road. The assessment combines analytical procedures from the Indonesian Highway Capacity Manual 2023 and microsimulation modelling using PTV Vissim software. Analysis of current conditions shows a traffic flow of 3206 passenger car units per hour, a degree of saturation of 0.75, an average delay of 12.75 seconds per passenger car unit, and a queue probability ranging from 23 percent to 46 percent, corresponding to level of service B. Projections for 2033 indicate that traffic flow will increase to 4602 passenger car units per hour, the degree of saturation will exceed capacity at 1.08, average delay will rise to 23.80 seconds per passenger car unit, and queue probability will reach 47 percent to 94 percent, resulting in level of service D. These findings underscore the urgency of infrastructure interventions such as intersection geometry optimization, priority lane adjustments, and the installation of traffic signals to mitigate congestion risks. The study demonstrates the effectiveness of integrating the Indonesian Highway Capacity Manual 2023 with microsimulation modelling using PTV Vissim (Planning Transport Traffic-Traffic in Cities Simulation Model) in comprehensively forecasting traffic performance, and it offers strategic recommendations for urban planners and policymakers.
Analisis lokasi titik rawan kecelakaan (black spot) pada Ruas Jalan Raya Labuan (KM 1 – KM 10) Pandeglang - Banten Muhammad Apriansyah; Muhammad Oka Mahendra
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 174-181
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.14.2.13042.174-181

Abstract

The number of traffic accidents in Indonesia continues to increase every year, which contributes to the increasing death rate among the population. Similar conditions occurred in Pandeglang Regency, especially on the Labuan highway from KM 1 to KM 10, which experienced an increase in the number of accidents as seen from the LAKA (Traffic Accident) data from the Pandeglang Police from 2020 - 2024, both for Deaths (MD), Serious Injuries (LB) and Minor Injuries (LR). This study aims to identify the location of accident-prone points (black spots) along KM 1 - KM 10 of the Labuan highway, Pandeglang Regency and analyze the causal factors and solutions to the problems caused by black spots along KM 1 - KM 10 of the Labuan highway, Pandeglang Regency. The method used is to use primary data and secondary data. For data analysis using the Accident Rate and Equivalent Accident Number (EAN) methods with the use of limit values using the Final Control Limit (BKA) method and the Upper Control Limit (UCL) method. The results of the study show that: 1.) The number of traffic accidents on the Labuan Highway, Pandeglang Regency throughout 2020 - 2024 fluctuated; 2.) Location of accident-prone points (black spots) on the KM 1 - KM 3 segment, with EAN values exceeding the Upper Control Limit (BKA) and Upper Control Limit (UCL) values; 3.) The dominant factors causing accidents on Jalan Raya Labuan, Pandeglang Regency, especially on the KM 1 - KM 3 segment, include minimal street lighting, sharp bends, lack of traffic signs, and extreme road contours; and 4.) The solution includes repair and maintenance of street lighting, installation of speed limit signs and reflectors, construction of rumble strips, and installation of accident-prone warning signs and warning lights. It is hoped that this solution can become the basis for targeted special handling to prevent and reduce traffic accidents in the Labuan – Pandeglang Highway area.