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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 181 Documents
 11   12   13   14   15 
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.
Pemanfaatan Abu Limbah Bonggol Jagung Sebagai Filler Aspalt Concrete Wearing Cource ( AC-WC ): Use Of Corn Cob Waste Ash As A Filler In Asphalt Concrete Wearing Course (AC-WC) Alzahri, Syahril; Firnando, Fery
Media Ilmiah Teknik Sipil Vol. 12 No. 1 (2024): 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.v12i1.5333

Abstract

This study aims to determine how the results of the effect of the addition of corncob waste additives with a percentage of 2%, 3%, 4%, 5% on asphalt mix Asphalt Concrete - Wearing Course AC-WC with Marshall Test testing. The problems in this study are 1). The potential of natural resources that are not utilised. 2). Lack of public knowledge about the use of corncob waste, so that this research can provide knowledge to the public that corncob waste can be used as an added material for asphalt mixtures. 3). Reduced agricultural land area due to the large accumulation of unmanaged corn stalk waste. The method in this research is the experimental method, which is a method carried out by conducting experimental activities to obtain data. In this study, testing was carried out in stages, consisting of testing aggregates (fine, coarse, and filler) and asphalt and testing the mixture (marshaall test). The results of this study provide the results of the effect of the addition of corncob ash waste with variations of 2% and 3% can be used as an added material for asphalt mixtures because it meets and complies with the 2018 rev 2 bina marga specifications, while the addition of corncob waste with variations of 4% and 5% cannot be used as an added material for asphalt mixtures because the resulting value is not in accordance with the 2018 rev 2 bina marga specifications because the value of VIM does not meet the specifications of the 2018 rev 2 bina marga.
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
Analisa Produktivitas Tenaga Kerja Pada Proyek Pembangunan Gedung Bertingkat Dengan Menggunakan Metode Time Study (Studi Kasus: Proyek Pembangunan Gedung Kejaksaan Tinggi Kalimantan Tengah): Analysis Of Labor Productivity In Multi-Story Building Construction Projects Using Time Study Method (Case Study: Construction Project Of The High Prosecutor’s Office In Central Kalimantan) Crish, Crish; Respati, Rida; Saputra, Norseta Ajie
Media Ilmiah Teknik Sipil Vol. 12 No. 1 (2024): 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.v12i1.5781

Abstract

The productivity of workers determines the success of the implementation of the construction project schedule, because it has an impact on the compatibility between the planning of the construction schedule and the progress of work in the field. The worker productivity that will be calculated is the work of reinforcing beams in the Central Kalimantan High Prosecutor's Office building construction project. The calculation of worker productivity will be carried out using the time study method.This study aims to determine the extent of worker productivity during working hours in the morning and evening. The method used in this research is the time study method, which is the measurement of labor productivity in the field by determining the standard time of a job. From this method can be seen the comparison of worker productivity from the results of a job. In this case study, the factors that affect worker productivity will be identified. The data collection technique in this study used a questionnaire by giving written questions to respondents that were relevant to the research objectives. Based on the results of the analysis, it is known that the productivity of workers in the morning higher with an average weight of 41,825 kg/hour than in the afternoon of 40,433 kg/hour. Where on the first day the productivity of morning workers is 12,56% and in the afternoon it is 11,97%. On the second day the productivity of morning workers is 12,81% and in the afternoon it is 12,18%. On the third day the productivity of morning workers is 12,68% and in the afternoon 12,43%. On the fourth day the productivity of morning workers is 12,85% and in the afternoon 12,52%. In general, it can be seen that the productivity of workers in the morning is higher than that of workers in the afternoon. There are 3 categories of factors that influence worker productivity: not influential (TB) are wind gusts; influential (B) are weather factors; number of workers, age, wages; managerial factors; effectiveness of working hours; and very influential are skill factors
Karakteristik dan Kebutuhan Parkir Pada Taman Kopassus Banten: Characteristics and Parking Requirements In Kopassus Park Banten Suzanti, Wiwien; Asmuni, Asmuni; Panulisan, Bambang Setyo; Nugroho, Yulianto Agung
Media Ilmiah Teknik Sipil Vol. 12 No. 2 (2024): 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.v12i2.5802

Abstract

The research was conducted at Kopassus Park with the aim of determining Parking Characteristics, including Parking Accumulation, Vehicle Parking Volume, Parking Index, Turn Over, Parking Headway, and Parking Space Requirements. The survey was conducted for a duration of seven days. The data obtained consisted of vehicle entry and exit data for both cars and motorcycles. The research results showed that the maximum parking index for cars on June 18, 2023, was 56%, indicating that the demand for car parking space did not exceed the available parking capacity. Similarly, for motorcycles, the maximum parking index on June 23, 2023, was 28.3%, indicating that the demand for motorcycle parking space did not exceed the available capacity. The minimum headway for cars occurred on June 18, 2023, between 2:00 PM and 3:00 PM, with a value of 3 minutes per vehicle, while the minimum headway for motorcycles occurred on June 18, 2023, between 12:00 PM and 1:00 PM, with a value of 3.75 minutes per vehicle. The largest parking space requirement for cars on June 18, 2023, was 161 square meters, with the parking area for cars at Kopassus Park totaling 569.49 square meters, still able to accommodate vehicles during peak hours. The maximum parking space requirement for motorcycles on June 19, 2023, was 34.5 square meters, with the parking area for motorcycles at Kopassus Park totaling 121.20 square meters.
Analisis Kerusakan Jalan C. Bangas Kota Palangka Raya: Damage Analysis of C. Bangas Road Palangka Raya City Febryanto, Listyo Endar; Puspasari, Nirwana; Permana, Ari Widya
Media Ilmiah Teknik Sipil Vol. 12 No. 1 (2024): 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.v12i1.5844

Abstract

Roads are land transportation which is the main supporting factor for the entire community, especially in the economic sector and other social activities. The damage to the C. Bangas road is like road damage in general, namely that there are many holes in the road caused by rainwater which .will flood the road. This research was carried out using 2 (two) methods, namely the Pavemanet Condition Index (PCI) and the Surface Distress Index (SDI) Method. The research was carried out along Jalan C. Bangas, Palangka Raya City, with a road length of 875 meters and divided into 18 segments with 50 meter intervals. The results of the research will be compared between the 2 (two) methods used. From the results of the research conducted, there are differences in the level of road damage in the PCI and SDI methods. The average PCI value for all roads is 17,278. The PCI value indicates that the condition of the road surface is serious, so it is necessary to upgrade/reconstruct the road. The average SDI value for all roads is 51,389. The SDI value indicates the road surface condition is Medium. So it is necessary to carry out routine maintenance. With this it can be concluded that the 2 (two) methods used got different results, namely the PCI method got serious results (severe damage) and the SDI method got moderate results (moderate damage)..
Hambatan Kontraktor Dalam Penerapan Konsep Green Construction Di Surabaya: Barriers’s Contractors In Implementing The Green Construction Concept In Surabaya Alrizal, Fahmi Firdaus; Untari, Alda Rizma; Kurniawan, Adhitya Bangkit; Kalammolah, Moch.
Media Ilmiah Teknik Sipil Vol. 12 No. 1 (2024): 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.v12i1.5877

Abstract

The level of carbon dioxide or global warming continues to increase in the world. It becomes one of the strongest reasons for providers of construction goods and services to apply the concept of green construction. The application of the green construction concept is still a new thing, and not all components of the green construction concept have been well implemented by contractors. In applying the concept, several obstacles have occurred. This study identified the most dominant obstacles experienced by contractors in implementing the green construction concept, especially in Surabaya. Primary data were collected and then processed through the interpretive structural modeling method to find the most dominant obstacles. Twelve obstacles spread over five levels were found in this research, namely: lack of best practices and lessons learned, lack of understanding of green construction, difficulty in getting certificates, lack of awareness of the green construction benefits, feeling no need to implement green construction, no guidelines, procedural constraints, lack of government socialization, limited availability of green land, lack of alternative materials, limited availability of environmentally friendly materials, and difficulty in obtaining environmentally friendly materials. According to the respondents, the most dominant obstacles included the absence of a guideline and the lack of socialization from the government.
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 13 of 19 | Total Record : 181

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