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Media Ilmiah Teknik Sipil
Published by Universitas Muhammadiyah Palangkaraya
ISSN : 02161346     EISSN : 24073857     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
The publication of Media Ilmiah Teknik Sipil certainly participates in disseminating the results of research and review of science and technology development conducted by lecturers and researchers especially from UM Palangkaraya and other universities. This edition contains 8 articles consisting of civil engineering topics.
Arjuna Subject : -
Articles 193 Documents
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Evaluasi Teknis Geometrik Jalan pada Ruas Jalan Menuju Bandara Syamsudin Noor: Geometric Road Evaluation on Syamsudin Noor Airport Road Ruhaidani, Emma; Faradila, Amelia; Hardiani, Dyah Pradhitya
Media Ilmiah Teknik Sipil Vol. 14 No. 1 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

Syamsudin Noor Airport is located in Landasan Ulin District, Banjarbaru City, South Kalimantan Province. The geometric condition of the road on the new road to Syamsudin Noor Airport has a horizontal arrangement of several bends that are not comfortable for road users. The corners reviewed there are 2 corners at STA 3+140 and STA 3+580. The purpose of this study is to evaluate the existing conditions using the 1997 Bina Marga standard and Re-design using the 2021 Bina Marga standard. The research method used in this study is an analysis method of existing conditions using the 1997 Bina Marga standard and Re-design using the 2021 Bina Marga standard. As for the data on field speed, road width, shoulder width, road traffic and visibility are obtained through direct measurements and observations. Based on the results of research conducted in the field, the existing geometric conditions of the road were obtained, in the existing conditions the speed from the observation results was used 64 Km / Hour. The condition at turn 1 has a value of Rc > Rmin so that it meets the requirements of the 1997 Bina Marga standard, while at turn 2 it does not meet because Rc < Rmin. The superelevation at turns 1 and 2 did not meet the 1997 Bina Marga standard of en = 2%.
Audit Keselamatan Jalan Sebagai Penanganan Kawasan Rawan Kecelakan Pada Ruas Trikora KM 2 - 4 Kota Banjarbaru Kalimantan Selatan: Road Safety Audit As A Measure For Handling Accident-Prone Areas On The Trikora Road Section KM 2–4, Banjarbaru City, South Kalimantan Hardiani, Dyah Pradhitya; Ansyari, Rizkan Maulidi; Ruhaidani, Emma
Media Ilmiah Teknik Sipil Vol. 14 No. 1 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

The Trikora Road section at Km 2–Km 4 in Banjarbaru City is one of the locations with a high rate of traffic accidents, making a road functional feasibility assessment necessary to evaluate road conditions and identify factors contributing to non-compliance with technical standards. This study aims to assess road functional feasibility based on the Regulation of the Minister of Public Works Number 11/PRT/M/2010 concerning Procedures and Requirements for Road Functional Feasibility. The research method was conducted through a field survey by comparing existing road conditions with technical standards for each road component and subcomponent, which were then classified into functional feasibility categories. The results indicate that 42.86% of the Trikora Road section falls into the Conditional Functional Feasibility (***) category, indicating that some technical requirements have been fulfilled and the road is still able to provide safety for road users. In addition, 42.86% of the section is categorized as Downgraded Functional Feasibility (**), indicating that several road components do not meet technical standards and require improvement. Meanwhile, the functional feasibility assessment of road facilities directly related to road users shows a Not Functionally Feasible (T) category of 14.29%, indicating the need for immediate corrective actions. The recommended improvements focus on enhancing road facilities and improving traffic management to reduce accident risk and increase road user safety and comfort.
Dampak Lalu Lintas Pembangunan Rumah Sakit Nur Hidayah Bantul Terhadap Ruas Jalan Yogyakarta – Barongan Dengan Metode PKJI 2023: Traffic Impact Of The Construction Of Nur Hidayah Hospital In Bantul On The Yogyakarta – Barongan Road Section Using The 2023 PKJI Method Novadli, Azri
Media Ilmiah Teknik Sipil Vol. 14 No. 1 (2026): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

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Abstract

The construction of Nur Hidayah Bantul Hospital is located on Jalan Yogyakarta–Barongan, Bembem, Trimulyo, Jetis District, Bantul Regency, Special Region of Yogyakarta, which is expected to have a significant impact on the surrounding road network. Nur Hidayah Bantul Hospital has a land area of ​​2131 m2 with a building area of ​​5110 m2 and is planned to have 5 floors. The construction process will involve intensive construction activities, such as the mobilization of heavy equipment, transportation of materials, and the entry and exit of workers. This will cause construction traffic generation that will affect the smooth flow of vehicles on the road network, especially the Yogyakarta–Barongan Road section. The government has emphasized that every planned development of activity centers, settlements and infrastructure that will cause disruption to security, safety, order, and smooth traffic and road transportation must be subject to a traffic impact analysis as regulated in the Minister of Transportation Regulation No. 17 of 2021. The purpose of this study is to analyze the existing traffic performance on the Yogyakarta-Barongan Road Section, as well as to analyze changes in traffic performance on the Yogyakarta-Barongan Road Section due to the construction of the Nur Hidayah Bantul Hospital using the 2023 PKJI method. The results of the study showed a decrease in road performance during the construction of the Nur Hidayah Bantul Hospital compared to existing conditions, with a DJ value of 0.48 during the existing period and 0.52 during construction.

Page 20 of 20 | Total Record : 193

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