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All Journal Jurnal Planologi Sultan Agung Teknik Sipil dan Arsitektur Prosiding Seminar Nasional Sains Dan Teknologi Fakultas Teknik International Conference on Coastal and Delta Areas Pondasi Prosiding Seminar Nasional Inovasi Dalam Pengembangan SmartCity Journal of Advanced Civil and Environmental Engineering Rang Teknik Journal Reviews in Civil Engineering Jurnal Cahaya Mandalika JOURNAL SCIENTIFIC OF MANDALIKA (JSM) Jurnal Ilmiah Sultan Agung Journal of Mandalika Literature
Rachmat Mudiyono
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Religion Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Nursing Physics Public Health Social Sciences Transportation Other

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DAMPAK PEMBANGUNAN ABDUL RASYID TOWER TERHADAP PERUBAHAN ARUS LALU LINTAS DI KABUPATEN KOTAWARINGIN BARAT Yudi Ribut Pamungkas; pratikso; Rachmat Mudiyono
Jurnal Teknik Sipil dan Arsitektur Vol. 29 No. 1 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i1.2867

Abstract

In line with population growth, Pangkalan Bun City has now expanded to include linear pathways or the surrounding area, not only in the city center. This has resulted in the City of Pangkalan Bun having many large trading centers and one of them is the construction of the Abdul Rasyid Tower on Jalan Udan Said in front of the CBI Group head office, Pangkalan Bun, West Kotawaringin Regency, which will result in congestion / attraction of new trips in Pangkalan Bun City. Data collection was carried out by means of a direct survey at the Abdul Rasyid Tower intersection on Jalan Udan Said during peak hours in the morning, afternoon and evening from 06.00 – 18.00 WIB. From the survey results, grouping was carried out on each segment at the intersection and presented in the form of a vehicle table. In calculating the savings analysis using the 1997 Indonesian Highway Capacity Manual and Vissim Software. Traffic performance around the Abdul Rasyid Tower project site at the time prior to construction according to MKJI 1997 calculations, the biggest delay at the afternoon intersection at the first intersection was 7,45 second. The results of the Vissim Software the biggest intersection delay occurred in the morning at the first intersection, which was 7,98 second. Traffic performance around the Abdul Rasyid Tower project site during construction according to MKJI 1997 calculations, the largest intersection delay occurred in the afternoon at the first intersection of 9,47 second. The results of the Vissim Software, the biggest delay at the intersection occurred in the afternoon at the first intersection at 9,89 second. Traffic performance around the Abdul Rasyid Tower project site during post-construction according to MKJI 1997 calculations, the largest intersection delay during the day at the first intersection was 7,78 second. The results of the Vissim Software, the largest delay at the first intersection during the day is 8,21 second.
Lokasi Rawan Kecelakaan (Blackspot) Pengaruh Alinyemen Jalan: Studi Kasus : Ruas Jalan Prof. Dr. Ir. Sutami Bandar Lampung Miruyama; Rachmat Mudiyono; Juny Andry Sulistyo
Journal Scientific of Mandalika (JSM) e-ISSN 2745-5955 | p-ISSN 2809-0543 Vol. 6 No. 6 (2025)
Publisher : Institut Penelitian dan Pengembangan Mandalika Indonesia (IP2MI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36312/10.36312/vol6iss6pp1479-1487

Abstract

The road that often has accidents on the uphill and downhill sections as well as sharp bends is the Prof. Dr. Ir. Sutami Road Section. This path is used by different types of vehicles, from small cars to heavy trucks making their way to the industrial area. In STA 0+000 to STA 1+200, accidents often occur because it has an uphill road contour with grades varying between 0.15% -12.61%. Referring to traffic accident data from 2015 to 2019, there have been occurrences leading to minor harm, major harm, and loss of life. For this reason, researchers need to analyze the causes of accidents, analyze road alignment, analyze how to overcome and prevent them. The approach employed involves collecting primary and secondary data, then evaluated together. The evaluation data show that the origins accident include human factors, where individuals panic when the brakes fail, vehicle factors related to operational unfitness, and road factors as the location is on a collector road with a VLHR of 13,000/SMP per day. With the presentation of trucks, 47% have a topography with a height difference of up to 39 meters at a distance of 695 meters. The results of the alignment analysis with a slope of almost 13% the slope value varies from 6% - 12% per 25 m and LOS C. How to overcome and prevent accidents are carried out safety driver training, operational vehicle regulations and. Improvement of road alignment with climbing lanes and rescue paths.
Analisis Penjadwalan Proyek Menggunakan Metode Pert Dan Fast Track Dari Hasil Pembangunan Kek Mandalika Paket 1 Nano Suharyono; Rachmat Mudiyono; Sumirin
Journal of Mandalika Literature Vol. 6 No. 3 (2025)
Publisher : Institut Penelitian dan Pengembangan Mandalika (IP2MI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36312/jml.v6i3.3883

Abstract

Development in the Mandalika Special Economic Zone (KEK) has several work packages, one of which is Package 1 which during the implementation process there were several obstacles that had a major impact on the postponement of the planned construction schedule for the project running from June 15, 2024 to June 10, 2023, postponed to September 30, 2023. The PERT method itself is to find out the time needed for the construction of package 1. The result is that there is a difference in the time needed to complete the MUTIP Package 1 project. For the Baseline for the completion time of the MUTIP package 1 work, it is known that the planned completion time is 831 days or starting from June 15, 2021 to June 10, 2023 (accuracy 86.62%). Meanwhile, the completion time of the work after being calculated using the PERT method requires a completion time of 831 days starting from June 15, 2021 to September 24, 2023 (accuracy 99.28%). and the acceleration carried out using the Fast Track method is known to require 724 days. So it can be concluded that the calculation of time using the PERT method and acceleration using the Fast Track method is more effective when used for the conditions that occur in the MUTIP Package 1 development project at the Mandalika Special Economic Zone.
DAMPAK PEMBANGUNAN JALAN KERETA API LAYANG DI RUAS PERSIMPANGAN PALANG JOGLO SURAKARTA Sondang Kuncoro; Rachmat Mudiyono; Soedarsono
Jurnal Cahaya Mandalika ISSN 2721-4796 (online) Vol. 3 No. 1 (2022)
Publisher : Institut Penelitian Dan Pengambangan Mandalika Indonesia (IP2MI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36312/jcm.v3i1.2091

Abstract

The Joglo intersection is a confluence of two national roads, namely Jl. Ki Mangunsarkoro and Jl. Youth Pledge. Then two provincial roads namely Jl. Colonel Sugiono who headed towards Purwodadi and Jl. Pierre Tendean. The traffic flow at the Joglo intersection is getting denser. This study aims to determine the level of service at level crossings at Joglo Crossings. Data collection was carried out by means of a direct survey at the intersection of the joglo cross section during peak hours in the morning, afternoon and evening from 06.00 - 18.00 WIB. From the survey results, grouping was carried out on each segment at the intersection and presented in the form of a vehicle table. In calculating the intersection analysis using the 1997 Indonesian Road Capacity Manual. The performance results of the Surakarta joglo intersection before construction showed that the degree of saturation in the morning was 0.612, the degree of saturation during the day was 0.474 indicating the level of class C road service. The degree of saturation in the afternoon was 0.969 indicating the level of class E road service, while the degree of saturation at construction shows the morning of 0.620, the degree of saturation during the day is 0.634 which indicates the level of class C road service. The degree of saturation in the afternoon is 1.064 which indicates the level of class F road service. In the Elevated Railway Development Project there will be narrowing on certain sections due to With this development, traffic engineering management was carried out while construction was in progress.
Co-Authors A.A. Ketut Agung Cahyawan W Abdul Rochim Ajie Setiawan Antonius Antonius Cahya Adhi W Danang Ferdian Dyah Andriyanti Elfira Apriati Fachrul Ramadhan Faizal Mahmud Fakhri, Khoirudin Gata Dian Asfari Hari Budi Prasetyo Henny Pratiwi Adi Hermin Poedjiastoeti Iqbal Maulana Isradias mirajhusnita Juny Andry Sulistyo Kartono Wibowo Masrurotun Masrurotun Miruyama Muhamad Faiqun Ni`am Muhamad Rusli Ahyar Muhamad Yunus Nadia Salsabilla Tsani Nano Suharyono Nina Anindyawati Pratikso Pratikso Pratikso Reno Ferizqo Andika Putra Riyan Sanjaya S. Soedarsono Sabilirrahman Sabilirrahman Soedarsono . Sondang Kuncoro Sumirin Yudi Ribut Pamungkas