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Hendrik Jimmyanto
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jurnallateral@univ-tridinanti.ac.id
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+6281278818551
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jurnallateral@univ-tridinanti.ac.id
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Jl. Kapten Marzuki No. 2446 Kamboja Palembang- 30129
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Kota palembang,
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INDONESIA
Jurnal Teknik Sipil LATERAL
Published by UNIVERSITAS TRIDINANTI PALEMBANG
ISSN : -     EISSN : 29877822     DOI : 10.52333
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Jurnal Teknik Sipil LATERAL Publishes Scientific Articles in the Field of Civil Engineering with scope: 1. Structure Engineering 2. Water Resources Engineering 3. Transportation 4. Geotechnics Engineering 5. Construction Engineering and Management 6. Construction and Building Materials
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 32 Documents
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ANALISA KINERJA DAN TINGKAT PELAYANAN SIMPANG BERSINYAL KAPTEN A. RIVAI DENGAN METODE PKJI 2023 Alzahri, Syahril; Zulkarnain, Yules Pramona; Misdalena, Felly; Fathurrahman, Muhammad
LATERAL: Jurnal Teknik Sipil Vol 3 No 1 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i1.909

Abstract

Palembang is one of the major cities in Indonesia that has undergone rapid growth, particularly in infrastructure and transportation. This development has led to a significant increase in vehicle numbers and heavy traffic flow, which is further worsened by side-friction activities that cause vehicle congestion, delays, and increase the risk of accidents. As a result, these traffic conditions reduce the comfort and safety of road users. The Kapten A. Rivai intersection, the focus of this study, serves as a key junction in Palembang, connecting office districts, shopping centers, and schools. The problem addressed in this research is how to analyze the performance and Level of Service (LOS) of the signalized intersection at Kapten A. Rivai using the PKJI 2023 method, with the goal of assessing the intersection’s overall performance and service quality. The findings show that during the evening peak hour on Tuesday (5:00 PM – 6:00 PM), the highest traffic volume at the Kapten A. Rivai intersection was recorded on the Jaksa Agung Soeprapto approach, with a capacity of 699 vehicles/hour and a saturation degree of 0.9. The average delay at the intersection was 49.57 seconds/vehicle, placing its Level of Service (LOS) in category E.
PERENCANAAN JALAN TANDING MARGA – SEI DUA KABUPATEN PENUKAL ABAB LEMATANG ILIR Agustina, Resti; Suprapto, Bhakti Yudho; Bochori; Natassia, Karina; Akhirini, Akhirini
LATERAL: Jurnal Teknik Sipil Vol 3 No 1 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i1.930

Abstract

Roads are one of the means of land transportation and will continue to develop as one of the transportation infrastructures to meet the needs of the community in carrying out various activities. Road development is one of the things that continues to experience progress in terms of technology and the mindset of the people who use it, so that roads are an important place for the community. Jalan Tanding Marga to SEI Dua, Karang Tanding Village, North Penukal District is also a frequently used access road where the current condition still does not have a pavement construction so that planning is needed for the geometry and type of pavement. The research method carried out through several stages, namely topographic surveys, investigations of existing conditions, geometric planning of roads in the Geometric Planning Procedures for Roads issued by the Directorate General of Highways No.038/BM/1997 and determination of the thickness of the road pavement according to SNI 03-1732-1989. The results of the study showed that the design speed plan was 40 km/hour which met the technical requirements. The results of the analysis show that the recommended types of flexible pavement layers can use the AC-Base, AC-BC and AC-WC types with thicknesses of 150 mm, 60 mm and 40 mm respectively.

Page 4 of 4 | Total Record : 32

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