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All Journal International Journal of Engineering, Technology and Natural Sciences (IJETS) Jurnal Transportasi Multimoda
Chusnia, Chizanatul
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Industrial & Manufacturing Engineering Transportation

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Analisis Kapasitas Jalan dan Derajat Kepadatan Berdasarkan Metode Manual Kapasitas Jalan Indonesia 1997 pada Ruas Jalan Underpass Mampang Prapatan, Jakarta Selatan Putra Juniper, Rakha Dwi; Hamzah Fansuri, Muhammad; Trianto, Adden Trianto; Rahmasari, Fernanda; Tambunan, Lando Pardomuan; Wibawa, Muhammad Rendy; Setiawan, Febri Dwi; Chusnia, Chizanatul; Pradhana, Rakhan Dhawy; Aryanto, Defri; Aradea, Rafi Helmi; Jatnika, Febriananta; Purba, Gilbert Christado; Valentino Hutabarat, Raja Natimbul; Bago, Imanuel Triando; Yudhistira, Arya Kellyn; Tua Lumban Tobing, Andrew Kolose Tua; Samudra, Samudra; Christoper, Adriano; Auliarrachman, Reivicca; Nabila, Isnani Meidivia; Haloho, Natanael Nugraha; Naufal, Rafi Ahmad; Wicaksono, Aryandhito Danendra; Pratama, Satria Apta Mozza; Menara Iman, Adam Akbar
Jurnal Transportasi Multimoda Vol 22 No 2 (2024): Desember
Publisher : Sekretariat Badan Kebijakan Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/mtm.v22i2.2385

Abstract

Permasalahan transportasi perkotaan terjadi akibat ketidakseimbangan kapasitas jalan dengan kepadatan yang ditimbulkan oleh volume lalu lintas. Peningkatan jumlah kendaraan bermotor berdampak terhadap peningkatan kemacetan lalu lintas, kapasitas jalan, dan derajat kepadatan pada suatu ruas jalan. Studi ini mendiskusikan penilaian kapasitas jalan, derajat kepadatan, dan tingkat pelayanan di ruas jalan underpass Mampang Prapatan, Jakarta Selatan. Hasil penilaian kapasitas jalan melalui pendekatan MKJI 1997 menunjukkan pada jalan perkotaan dengan empat lajur-dua arah terbagi (4/2 T) menunjukkan 2915 smp/jam. Arus lalu lintas arah utara-selatan dan sebaliknya menunjukkan hasil derajat kepadatan maksimal ( ) sebesar 0,26 dan 0,57, secara berturut-turut. Melalui metode forecasting, arah selatan-utara diprediksi selama 30 tahun ke depan memiliki  yang bertambah secara signifikan mencapai kategori F dengan model persamaan =0,0005 +0,0113 +0,4147. Sebaliknya, arah utara-selatan memiliki model persamaan =0,0002 +0,0048 +0,1758. Kedua pendekatan menunjukkan bahwa arah selatan-utara cenderung lebih padat dibanding arah sebaliknya pada ruas underpass Mampang Prapatan yang diperiksa. Penelitian ini menunjukkan bahwa derajat kepadatan lalu lintas cenderung meningkat, yang dapat berdampak negatif terhadap tingkat pelayanan jalan. Oleh karena itu, disarankan agar pemangku kepentingan mengembangkan kebijakan dan regulasi yang mendukung peningkatan kapasitas jalan serta pengaturan lalu lintas yang lebih efisien.
Identifying Safety Risk Sources in Bridges Construction: A Literature Review Chusnia, Chizanatul; Wibawa, M. Rendy; Saputra, Pungky Dharma
Jurnal Internasional Teknik, Teknologi dan Ilmu Pengetahuan Alam Vol 7 No 2 (2025): International Journal of Engineering, Technology and Natural Sciences
Publisher : Universitas Teknologi Yogyakarta, Yogyakarta, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46923/ijets.v7i2.487

Abstract

The construction sector, particularly bridge construction, plays a vital role in the development of national infrastructure but also involves significant safety risks that may lead to various losses. To address these risks, effective risk management is required to identify potential hazards and prevent workplace accidents. This study aims to identify the sources of safety risks in bridge construction projects through a systematic literature review. A total of 100 relevant studies were collected and analyzed using the PRISMA approach, while VOS viewer was employed to map and visualize the relationships between risk factors. The findings indicate that six main sources of risk can occur in bridge construction projects, with human-related risks being the most frequent, followed by environmental and managerial factors. These results highlight the importance of systematically identifying safety risk sources to strengthen preventive measures and reduce the likelihood of accidents in construction projects. This study relies exclusively on secondary data derived from published literature, which may restrict its ability to comprehensively represent context-specific, dynamic, or emerging safety risks encountered in actual bridge construction practices. Future research should incorporate empirical investigations, such as field observations, surveys, or in-depth case studies, to validate the identified risk sources and to develop more robust, context-sensitive risk management frameworks for bridge construction projects.
Co-Authors Aradea, Rafi Helmi Aryanto, Defri Auliarrachman, Reivicca Bago, Imanuel Triando Christoper, Adriano Haloho, Natanael Nugraha Hamzah Fansuri, Muhammad Jatnika, Febriananta Menara Iman, Adam Akbar Nabila, Isnani Meidivia Naufal, Rafi Ahmad Pradhana, Rakhan Dhawy Pratama, Satria Apta Mozza Purba, Gilbert Christado Putra Juniper, Rakha Dwi Rahmasari, Fernanda Samudra, Samudra Saputra, Pungky Dharma Setiawan, Febri Dwi Tambunan, Lando Pardomuan Trianto, Adden Trianto Tua Lumban Tobing, Andrew Kolose Tua Valentino Hutabarat, Raja Natimbul Wibawa, M. Rendy Wibawa, Muhammad Rendy Wicaksono, Aryandhito Danendra Yudhistira, Arya Kellyn