Article Per Year (5 Year)
p-Index From 2021 - 2026
2.304
P-Index
This Author published in this journals
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 Scripta Technica: Journal of Engineering and Applied Technology
Rachmat Mudiyono
Unknown Affiliation
Religion Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mechanical Engineering Nursing Physics Public Health Social Sciences Transportation Other

Published : 28 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 28 Documents
Search

 1   2   3 
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.
Analisis AC-WC Dengan Campuran Bahan Tambah Shell Waste Dan Waste Glass Sebagai Additive Untuk Perkerasan Jalan Nur Rahman; Singgih Aji Saputra; Rachmat Mudiyono
Journal of Engineering and Applied Technology Vol 1 No 2 (2025): December: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/ze86wb69

Abstract

This study evaluates the performance of Asphalt Concrete-Wearing Course (AC-WC) mixtures incorporating shell waste and waste glass as additives for sustainable pavement applications. The optimum asphalt content was determined at 5.8% using the Marshall method, producing balanced volumetric and mechanical properties that satisfy heavy traffic specifications. Waste glass addition without shell waste increased mixture stiffness but did not consistently achieve optimal stability due to volumetric imbalance. A synergistic effect was observed when shell waste and waste glass were combined. The mixture containing 5% shell waste and 5% waste glass demonstrated the most favorable performance, characterized by higher stability, proportional Marshall Quotient, controlled air void distribution, and improved structural integrity. Increasing shell waste content to 7.5% and 10% did not enhance performance and tended to reduce volumetric balance. Economic evaluation indicates a material cost reduction of approximately 1.72% per kilometer compared to conventional mixtures, without compromising mechanical performance. The findings confirm that the optimal incorporation of shell waste and waste glass is technically feasible and economically beneficial for sustainable AC-WC pavement construction.  
Analisis Asphalt Concrete Wearing Course (AC-WC) Modifikasi Dengan Penambahan Wood Ash Dan Styrofoam Expanded Polystyrene (EPS) Untuk Perkerasan Jalan Pradita Setya Ningtyias; Siti Fatimah; Rachmat Mudiyono
Journal of Engineering and Applied Technology Vol 1 No 2 (2025): December: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/a7qp5y50

Abstract

This laboratory-based quantitative experimental study evaluated the performance of Asphalt Concrete Wearing Course (AC-WC) modified with wood ash as filler and Expanded Polystyrene (EPS) styrofoam as asphalt additive. The research verified the base binder through penetration testing, yielding an average penetration value of 69.4, confirming the use of 60/70 penetration grade asphalt. Asphalt content was validated using extraction testing, resulting in an average binder content of 5.80%, ensuring consistency between design and actual mixture composition. Marshall testing was conducted to assess mechanical and volumetric characteristics, including stability, flow, Marshall Quotient (MQ), VMA, VIM, and VFB. The results demonstrated that EPS dosage significantly influenced volumetric balance and load resistance within the mixture. Among the evaluated combinations using 4% wood ash and EPS levels of 0%, 0.5%, 1%, and 1.5%, the optimum performance was achieved at 1.5% EPS, which satisfied key Bina Marga 2018 Revision 2 requirements for VIM, VMA, VFB, stability, and flow. However, MQ values remained below specification for all mixtures, indicating limitations in stiffness–deformation ratio and the need for further optimization and durability testing.  
Rekayasa Kinerja Campuran Asphalt Concrete Wearing Course (AC-WC) Berbasis Limbah Biomassa: Studi Eksperimental Modifikasi Palm Kernel Shell dan Dammar Resin terhadap Karakteristik Marshall dan Parameter Volumetrik Danang Wahyu kurniawan; Fathul Hidayat AR Rizqi; Rachmat Mudiyono
Journal of Engineering and Applied Technology Vol 2 No 1 (2026): : June: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/jan3y995

Abstract

Asphalt Concrete Wearing Course (AC-WC) road pavement functions as a crucial wearing layer to maintain its performance and service life, but conventional asphalt still faces problems with its high cost and dependence on non-renewable natural resources. Therefore, this study analyzes the use of palm kernel shell waste and dammar resin as a modified AC-WC mixture, looking at its Marshall characteristics and suitability to Bina Marga specifications. The method used is an experimental laboratory with variations of palm kernel shells of 0%, 2.5%, 5%, 7.5% plus dammar resin of 0%, 2%, 4%, and 6%. Marshall tests check stability, flow, VIM, VMA, VFA, and MQ according to SNI and Bina Marga. The results show that the addition of both has a positive effect, with the optimum at 7.5% palm kernel shells and 6% dammar resin increasing stability and meeting technical standards, making it highly potential as an environmentally friendly and cost-effective alternative
Analisis Dampak Lalu Lintas Akibat Perbaikan Jalan Majapahit Semarang: Studi kasus Jalan Majapahit, Kota Semarang Tarekh Al Aziz; Zuhair Zuhdi; Rachmat Mudiyono; Juny Andry Sulistyo
Journal of Engineering and Applied Technology Vol 2 No 1 (2026): : June: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/veqrwf61

Abstract

The growth of urban activities in Semarang City has led to an increase in traffic movement, particularly along Jalan Majapahit, which serves as a primary corridor connecting the city center with residential and industrial areas. Road rehabilitation works on this segment caused lane narrowing, resulting in reduced road capacity and affecting overall traffic performance. This study aims to analyze traffic characteristics and road performance on Jalan Majapahit before and during the road rehabilitation period. The evaluated parameters include traffic volume, side friction, road capacity, degree of saturation (DS), and level of service (LOS), based on the Indonesian Road Capacity Guidelines (PKJI 2023). The research method involved field surveys consisting of vehicle volume counts, side friction observations, and geometric road measurements. The collected data were then analyzed to determine road capacity and degree of saturation under both conditions. The results indicate that before rehabilitation, the degree of saturation reached approximately 0.736, representing relatively stable traffic conditions. However, during the rehabilitation period, the DS increased to 1.192, indicating that traffic demand exceeded road capacity, leading to congestion, reduced vehicle speeds, and traffic queues. Consequently, the level of service deteriorated from category C before rehabilitation to category E during rehabilitation
Co-Authors A.A. Ketut Agung Cahyawan W Abdul Rochim Ajie Setiawan Andika, Reno Antonius Antonius Cahya Adhi W Danang Ferdian Danang Wahyu kurniawan Dyah Andriyanti Elfira Apriati Fachrul Ramadhan Faizal Mahmud Fakhri, Khoirudin Fathul Hidayat AR Rizqi 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 Nur Rahman Pradita Setya Ningtyias Pratikso Pratikso Pratikso Riyan Sanjaya S. Soedarsono Sabilirrahman Sabilirrahman Singgih Aji Saputra SITI FATIMAH Soedarsono . Sondang Kuncoro Sumirin Tarekh Al Aziz Yudi Ribut Pamungkas Zuhair Zuhdi