cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Mohammad Rizki Fadhil Pratama
Contact Email
mohammadrizkifadhilpratama@gmail.com
Phone
-
Journal Mail Official
vnovrianti@gmail.com
Editorial Address
-
Location
Kota palangkaraya,
Kalimantan tengah
INDONESIA
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 10 Documents
 1 
Search results for , issue "Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil" : 10 Documents clear
Analisis Tingkat Kebisingan Di Jalan Ahmad Yani Palangka Raya: Analysis Of Noise Level On Ahmad Yani Street Palangka Raya Devia Devia
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.4572

Abstract

In region that social activity, economy, and the culture increase can cause environmental noise, the noise occurs because traffic flow activity. The traffic noise is total from noise that raised from each vehicle in traffic flow. This research level of noise on Ahmad Yani Street is at office area, store are and traditional market, therefordo needs to be conducted in order to determine the noise levelon the area and to compare it with noise level stamdard which refers to regulation Ministry Of Environment. This research  consist of four time intervals by using Sound Level Meter. Data processing to determine the noise level and compare noise level standard. From the research conducted that the noise level occurs between 73,64 dBA – 74,51 dBA. The highest noise level is between 09.00 – 11.00 WIB that is 74,51 dBA. The result for the noise level of 16 hours during the day are 72,60 dBA. That is on Ahmad Yani Street exceeds the noise level quality standard by KEP.48/MENLH/1996 for office area and trade area are 50 – 65 dBA
Analisis Tingkat Kepuasan Masyarakat Terhadap Penerapan Blu-E Sistem (Smart Card) Pada Pelayanan Pengujian Kendaraan Angkutan Barang (Studi Kasus UPT Pengujian Kendaraan Bermotor Dinas Kota Yogyakarta): Analysis Of Community Satisfaction Level Against Application Of Blu-E System (Smart Card) In Goods Transportation Vehicle Testing Services (Case Study Of UPT Testing Motorized Vehicles Yogyakarta City Service) Herna Puji Astutik
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.4654

Abstract

The Yogyakarta City Department of Transportation (Dishub) officially launched the Electronic Test Passing Proof (BLU-E) or more familiarly known as the Smart Card as proof of passing the KIR test. The BLU-E in the form of a 'smart card' is an innovation to replace the previous test evidence which was still in the form of a book. The form of BLUe itself is shaped like a hologram sticker, with a QR Code, which will be affixed to the windshield of the freight vehicle. By replacing the proof of vehicle testing using the old method in the form of a KIR book with a smart card, the community will certainly experience changes in habits which of course need to be measured to know the response to the level of community satisfaction. The research method is in the form of descriptive quantitative by utilizing the SERVQUAL Dimension used to assess customer satisfaction consisting of tangible, reliability, responsiveness, assurance, and empathy. Methods of data collection by filling out questionnaires. From the calculation above results, the service user satisfaction index value is 88%. So, based on the rating interval, it can be concluded that the respondent was "Very Satisfied" with the service provided by the UPT Motor Vehicle Testing Office of the City of Yogyakarta
Penilaian Risiko Bendungan Manggar Dengan Metode Modifikasi ICOLD: Risk Assessment Manggar Dam With Modification ICOLD Method Devi Ismijayanti; Robert J. Kodoatie; Sutarto Edhisono
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.4699

Abstract

Dam failure has fatal consequences. This is especially true for the infrastructures as well as population settling around the dam. Due to this reason, operation and maintenance of dams should put special care and attention on dam safety. Unfortunately, the budget allocated for dam operation and maintenance for many dams in Indonesia is still very limited. Therefore, it is necessary to determine the priority scale of maintenance or rehabilitation of dams based on its risk classification through a risk assessment. The risk assessment conducted for this research uses the modified ICOLD method. The modified ICOLD method is based on the results of a major inspection conducted in 2019. The results showed that Manggar Dam is categorized as a medium risk dam with a total risk score of 45. Recommended actions to minimize the risk of harm to dam failure included improved operations and maintenance management, improved quality of human resources managing dams, and improved reporting management
Analisis Daerah Rawan Kecelakaan Jalur Wisata Pantai Selatan Gunungkidul Menggunakan Metode Transport Research Laboratory (TRL) Dan Killed Serious Injured (KSI) (Studi Kasus: Ruas Jalan Baron): Analysis Of Accident Prone Areas Tourism Routes Of Gunung Kidul South Beach Using Transport Research Laboratory (TRL) And Killed Serious Injured (KSI) Methods (Case Study: Baron Roads Section) Detha Sekar Langit Wahyu Gutama; Galih Rio Prayogi; Yuliati Nengsih
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.4824

Abstract

Accident-prone locations black spot, accident characteristics, and factors that cause accidents. The methods used to identify accident-prone areas are the Transportation Research Laboratory (TRL) and the Killed Seriously Injured (KSI) method. The data needed is traffic accident data in 2016 - 2020 from the Gunungkidul Police and geometric data. Based on the results of the analysis of the emergence of black spots at Km 1 - Km 2, Km 2 - Km 3, Km 3 - Km 4, Km 4 - Km 5, Km 5 -Km 6 and Km 20 - Km 21. Characteristics of traffic accidents that occur on this road segment Jalan Baron Gunungkidul based on accident rate data in 2016-2020, there were 202 accidents from time to time up to 80 accidents during the day (12:00-18:00), depending on the type of collision a total of 52 head-on collisions, according to the type of vehicle is up to 284 vehicles with motorized vehicles, based on road type has up to 140 accidents with straight road type. Factors causing accidents on Jalan Baron are caused by humans, this one is caused by drivers who are less skilled in controlling vehicles and do not understand the meaning of traffic signs
Analisis Kinerja Simpang Bersinyal Pusat Grosir Cililitan (PGC) Jalan Dewi Sartika - Jalan Raya Bogor Dengan Metode PKJI 2014 Dan Pemodelan Menggunakan PTV VISSIM: Performance Analysis Of Cililitan Wholesale Center (PGC) Bogor Street –Dewi Sartika Street East Jakarta With The 2014 PKJI Method And Modeling Using PTV VISSIM Azia Novia Riza; Adita Utami; Asep Yayat Nurhidayat
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.4900

Abstract

Pusat Grosir Cililitan (PGC) signalized intersection is one of the 67 traffic-prone locations located in DKI Jakarta Province, this is because in this intersection there are many business centers in Cililitan such as factories, malls, SMEs, markets, street vendors, and schools that operate which causes poor interchange performance. Poor interchange performance leads to queue length, delays, fuel wastage and time loss due to congestion. This research was conducted to analyze and optimize intersections using the PKJI 2014 method and the Student version of PTV Vissim Software. Based on the results of the study, the largest saturation degree (DS) value was obtained, namely 2,298 skr / hour, queue length (QL) of 130.84 meters, the largest average deviation delay (Dsimpang) of 361.65 s / skr. Meanwhile, the results of one of the optimizations of the intersection provide an alternative to the optimization of the interchange performance by changing the previously 4-phase phase to 2-phase and eliminating the movement of the right turn, and a decrease in delay to 48.85 seconds / skr and a change in the interchange performance category from LoS F to LoS E.
Analisis Pengujian Stasiun Solo Jebres Setelah Beroperasinya Jalur KRL Yogyakarta – Solo: Analysis Of The Solo Jebres Station Testing After Yogyakarta – Solo Electrification Line Operation Burhanudin Suni; Yuwono Wiarco; Rusman Prihatanto; Wahyu Tamtomo Adi; David Malaiholo
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.5491

Abstract

Data from the Directorate General of Railways states that in 2022, the Yogyakarta – Solo electric train will carry an average of 11,815 passengers/day and since February 2021 the total number of passengers that can be carried has reached 3,153,4750 passengers. This is proof of the great public interest in public transportation. The increase in passenger numbers is offset by improvements in railway infrastructure, especially at stations. This research aims to evaluate the suitability of the station by conducting tests based on Ministerial Regulation Number 30 of 2011 and to determine the implementation of minimum service standards at Solo Jebres Station after the operation of the electric train. After testing the station, some facilities were not adequate, namely the length of the platform used for boarding and alighting passengers. Meanwhile, other facilities are adequate, such as platform height, free space and buildings. Minimum service standards at Solo Jebres Station for long-distance train station are 78 facilities comply and 17 facilities do not comply with the minimum service standards, while for electric train station 79 facilities comply and 16 facilities do not comply with these standards
Analisis Kapasitas Penampang Drainase Jalan Perkotaan Akibat Peluapan Debit Banjir Maksimum (Studi Kasus Pada Jalan Jhoni Anwar Kota Padang): Analysis Of Urban Road Drainage Capacity Due To Maximum Flood Discharge Overflowing (Case Study on Jhoni Anwar Street, Padang City) Sicilia Afriyani; Haris Haris; Iswahyudi Iswahyudi
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.5646

Abstract

The problem of flooding or inundation can arise from several factors, one of which is the incapacity of the existing drainage system to accommodate the increased volume of water flowing into it. For example, the drainage system on Jhoni Anwar Street in Padang City has become a frequent cause of flooding. This street should ideally be flood-free, especially as it serves as a major connecting road in Padang City. Therefore, the author intends to conduct research on the drainage system's capacity on this street. The data analysis required for this study includes hydrological analysis, including rainfall data, average rainfall, and flood discharge. Additionally, hydraulic analysis is also necessary, such as analyzing the existing channels, backwater analysis, planning the dimensions of the drainage system, and determining the flood points for each channel. It is known that the drainage system on Jhoni Anwar Street can only accommodate a water discharge of 0.24 m3/second, while the peak discharge during a 5-year flood period reaches 3.11 m3/second. Therefore, new dimensions for the drainage system are needed. The planned dimensions include a wet cross-sectional height of 140 cm or 1.40 m, a total cross-sectional height (h) of 160 cm or 1.60 m, and a channel width (b) of 1.42 cm or 1.42 m. With these dimensions, the channel will be able to accommodate a water discharge of 3.36 m3/second, in accordance with the criteria for peak flood discharge
Evaluasi Kinerja Jalan Pada Jalur Kritis Jalan Temanggung Tilung (Sta 1+300 Sampai Sta 1+500): Evaluation of Road Performance on the Critical Route of Temanggung Tilung Road (Sta 1+300 to Sta 1+500) Eli Suharti; Nirwana Puspasari
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.4606

Abstract

Temanggung Tilung road, a class 4/2 D road with 5.5-meter lanes, joins RTA Milono road and G. Obos road in Palangka Raya. This road sees more traffic every year. The research assessed the performance of Temanggung Tilung Palangkaraya sections during peak traffic hours and road section factors. Field surveys collected primary data. For performance analysis, it refers to the 1997 (MKJI) for urban roads and from the results of data processing, it shows that the degree of saturation that occurs is still optimal (DS = 0.22 pcu/hour) direction of G.Obos-RTA Milono while the direction of RTA Milono-G.obos with (DS = 0.22 pcu/hour) indicates that the road section is included in the standard class. Parameters on the Temanggung Tilung road section (existing) obtained the highest average traffic volume at peak hours on the Temanggung Tilung road section of 709.15 pcu/hour, the highest average speed of traffic space of 36.8 km/hour, the highest side resistance of 1026.43 side friction that occurs on the Temanggung Tilung road section is categorized as very high, both for parked or stopped vehicles, pedestrians and slow vehicles. Thus causing congestion at a certain point.
Study Komparasi Penambahan Palm Oil Ash Dengan Bantuan Semen Berdasarkan Nilai California Bearing Ratio: Comparative Study Of Addition Of Palm Oil Ash With Support Of Cement Based On California Bearing Ratio Norseta Ajie Saputra; Noviyanthy Handayani; Benny Santoso
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.5347

Abstract

High water content, water saturation, and low carrying capacity are characteristics of clay soils. The road body may have an uneven surface. On the other hand, in the dry season it will harden and have a high  carrying capacity so that a lot of dust is scattered on the road and blocks the driver's view. As a result, the neighborhood can experience traffic jams and accidents. Check the CBR and PI values to see if there is an increase in clay after stabilization using a mixture of Palm Oil Fuel Ash and cement with variations (0%  POFA + 2% Cement), (3% POFA + 2% Cement), (5% POFA + 2% Cement), and (7% POFA + 2% Cement). Test method Sieve Analysis, Atterberg Limit, Specific Gravity, Moisture Content, Compaction and CBR. Cement and palm oil bunch ash produced a CBR value of 7.4% compared to a natural soil CBR value of 1.59%. The CBR value of the soil will increase, the dry unit weight value will decrease, and the plasticity  value will decrease with the higher proportion of Oil Palm Bunch Ash and cement
Perencanaan Struktur Perkerasan Lentur Jalan Dengan Metode MDPJ 2017 Pada Ruas Jalan Baumata – Penfui Kecamatan Taebenu Kabupaten Kupang: Road Flexible Pavement Structure Planning With 2017 MDPJ Method On The Baumata - Penfui District Road Taebenu, Kupang Regency Anie A. Tuati; Deasi D. A. A. Daud; Zulfiani A.R.
Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i3.6099

Abstract

Road pavement is a layer of pavement structure that is located on the subgrade. In determining the thickness of flexible pavement in this research, the 2017 Road Pavement Design Manual method was used. The location of this research is the Baumata - Penfui road section in West Baumata Village, Taebenu District, Kupang Regency with a total road length of 3.5 km and a width of 4.5 m. Existing road pavement in the form of macadam along 2.7 km. The data used in this research are primary data in the form of traffic volume, dynamic cone penetrometer and road geometry, while secondary data is in the form of location maps. Based on the results, it was found that the LHR for commercial vehicles was 110 vehicles per day, for the CESA4 value it was 1221707.63 ESAL, for CESA5 it was 1467536 ESAL, for the land CBR value it was 11%. Using the MKJI 2017 method with a design age of 20 years, the pavement structure was obtained, namely LFB class B 12.5 cm, LFA class A 25 cm, HRS-Base 3.5 cm, HRS-WC 3 cm

Page 1 of 1 | Total Record : 10

 1 

Filter by Year

2023 2023


Reset
Filter By Issues
All Issue Vol. 13 No. 3 (2025): Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil Vol. 13 No. 1 (2025): Media Ilmiah Teknik Sipil Vol. 12 No. 3 (2024): Media Ilmiah Teknik Sipil Vol. 12 No. 2 (2024): Media Ilmiah Teknik Sipil Vol. 12 No. 1 (2024): Media Ilmiah Teknik Sipil Vol. 11 No. 3 (2023): Media Ilmiah Teknik Sipil Vol. 11 No. 2 (2023): Media Ilmiah Teknik Sipil Vol. 11 No. 1 (2023): Media Ilmiah Teknik Sipil Vol. 10 No. 2 (2022): Media Ilmiah Teknik Sipil Vol 10 No 1 (2021): Media Ilmiah Teknik Sipil Vol 9 No 2 (2021): Media Ilmiah Teknik Sipil Vol 9 No 1 (2020): Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil Vol 7 No 2 (2019): Media Ilmiah Teknik Sipil Vol 7 No 1 (2018): Media Ilmiah Teknik Sipil Vol 6 No 2 (2018): Media Ilmiah Teknik Sipil Vol 6 No 1 (2017): Media Ilmiah Teknik Sipil Vol 5 No 2 (2017): Media Ilmiah Teknik Sipil Vol 5 No 1 (2016): Media Ilmiah Teknik Sipil Vol 4 No 2 (2016): Media Ilmiah Teknik Sipil More Issue