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Kajian Kinerja Simpang Bersinyal Bundaran Kecil Dan Simpang Tambun Bungai Di Palangka Raya Kalimantan Tengah Ari Widya Permana; M. Zainul Arifin; Hendi Bowoputro
Rekayasa Sipil Vol 11, No 1 (2017)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (908.088 KB) | DOI: 10.21776/ub.rekayasasipil.2017.011.01.9

Abstract

Bundaran Kecil intersection is close to Tambun Bungai intersection, so vehicle must stop at each intersection because it gets red signal. To reduce delay and queue, signal coordination is required. Primary data include vehicle volume, geometric intersection and roundabout, signal timing, saturation flow, and travel time. Method used are Indonesian highway capacity manual (IHCM) 1997 and saturation flow approach method. From analysis, on roundabout, degree of saturation at weaving DA (R. T. A. Milono street - G. Obos street) reached 0.901. On signalized intersection, average delay value is > 60 sec/pcu (LOS F). Best scenario is 8th scenario with cycle time of 90 seconds and has LOS D. Based on coordination diagram obtained offset of 40 seconds and bandwidth of 13 seconds. 
Pembuatan Meja Bak Cuci Tangan Menggunakan Mutu Beton Sederhana dengan Memanfaatkan Limbah Olahan Rotan dan Sosialisasi Cuci Tangan 6 Langkah di Panti Asuhan Budi Mulya Kota Palangka Raya Rida Respati; Nirwana Puspasari; Hendra Putra Jaya; Ridho Saleh Silaban; Ari Widya Permana
PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Vol 6 No 2 (2021): PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat
Publisher : Institute for Research and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/pengabdianmu.v6i2.1872

Abstract

The development of coronavirus or Covid-19 in Central Kalimantan is currently increasingly worrying. All areas in this province are now in red zone status. This transmission is very fast spreading, so we are doing outreach to the community at Budi Mulya Orphanage, Palangka Raya City, implementing 6 recommended handwashing steps to kill the Covid 19 virus that sticks to our fingers. Washing hands with soap is one of the sanitation measures to prevent disease. Even WHO also recommends 6 steps in washing the palms of hands, the palms of backs of hands, between the fingers, the backs of hands, the thumbs, and the tips of fingers. The last method of washing hands is to clean soap with running water and dry it. To support the 6-step handwashing program, we are working with the orphanage's leadership to make a table for a water storage basin used for washing hands. The table is made permanent, made of reinforced concrete, whose composition of the reinforced concrete mixture is mixed with processed rattan waste that is no longer used as a substitute for concrete fiber. The rattan waste mixture used was 0.25% of the total volume of concrete.
Evaluasi Kebutuhan Ruang Parkir Pada Rumah Sakit Kelas C Di Kota Palangka Raya Ari Widya Permana; Noviyanthy Handayani; Norseta Ajie Saputra
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1220.775 KB) | DOI: 10.33084/mits.v8i2.1414

Abstract

Yasmin Mother and Child Hospital in Palangkaraya City is one of the Class C Hospitals in Central Kalimantan. Yasmin Hospital has become one of the most visited hospitals every day. During visiting hours there was an increase in the need for parking spaces at Yasmin RSIA, so that vehicles that would not use the parking area were not accommodated. This study aims to evaluate the capacity of the parking lot at the RSIA Yasmin Palangka Raya City and provide suggestions for improvement to the Yasmin RSIA. Primary data were obtained from direct observations which included measurements of the number of parking lots, parking area, time count and circulation of the number of vehicles. Furthermore, the data were analyzed to obtain parking characteristics which include parking volume, parking accumulation, parking duration, parking change, parking capacity, and parking index. Based on the results of the analysis, the maximum accumulated vehicle parking occurs on Monday, the motorcycle parking index exceeds 100%, meaning that parking needs exceed normal parking capacity. The proposed improvement is to use the basement as a parking lot to increase the capacity of parking spaces and to arrange parking patterns and parking circulation
SOSIALISASI DAN PELATIHAN PEMBUATAN LUBANG RESAPAN BIOPORI DI MTs HIDAYATUL MUHAJIRIN KOTA PALANGKA RAYA Gusti Iqbal T; Rudy Yoga Lesmana; Ari Widya Permana
AMALIAH: JURNAL PENGABDIAN KEPADA MASYARAKAT Vol. 6 No. 2 (2022): Amaliah: Jurnal Pengabdian Kepada Masyarakat
Publisher : LP2M UMN AL WASHLIYAH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32696/ajpkm.v6i2.1646

Abstract

Sampah merupakan permasalahan lingkungan yang paling mendasar di masyarakat. Penanganan yang tidak maksimal akan berakibat pada timbulnya permasalahan tersumbatnya saluran air hingga banjir. Adanya genangan air mengindikasikan bahwa air permukaan tidak dapat diserap oleh tanah. Kegiatan ini dilaksanakan di MTs Hidayatul Muhajirin, Kelurahan Palangka, Kota Palangka Raya, yang sering terendam banjir saat terjadi hujan dengan durasi lebih dari 8 jam. Kegiatan pengabdian masyarakat ini adalah upaya peningkatan pemahaman kepada peserta didik tentang kesadaran menjaga kelestarian lingkungan dan peka terhadap permasalahan banjir yang sering terjadi di lingkungan tempat tinggal peserta didik. Kegiatan ini dimulai dengan pemaparan materi kepada peserta didik kemudian pelatihan pembuatan lubang resapan biopori di halaman sekolah. Adanya praktik pembuatan lubang resapan biopori ini peserta didik diharapkan bisa menerapkannya di rumah masing-masing dengan peralatan yang sederhana dan memanfaatkan sampah organik maupun anorganik.
ANALISA BIAYA OPERASIONAL KENDARAAN PADA ANGKUTAN UMUM BUS (TRAYEK PALANGKA RAYA – PANGKALAN BUN) Ari Widya Permana; Nirwana Puspasari
Rekayasa Sipil Vol. 17 No. 1 (2023): Rekayasa Sipil Vol. 17 No. 1
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2023.017.01.1

Abstract

Bus transportation existence in Central Kalimantan is very important because it is able to carry out mass transportation, connecting and reaching all areas of Central Kalimantan. This research was conducted to obtain the appropriate amount of vehicle operating costs and passenger fares to be applied under normal conditions and during the COVID-19 pandemic. Primary data were obtained through questionnaires, namely vehicle operating costs components data and passenger trips data. Analysis was carried out based on Decree of Transportation Minister No. KM. 89 of 2002. Vehicle operating costs per seat kilometer for the Palangka Raya – Pangkalan Bun route on the Damri Bus are IDR 131.04/seat-km, while the Logos Bus is IDR 170.97/seat-km. Under normal conditions, the Damri Bus fare is IDR 190,453/passenger, while the Logos Bus fare is IDR 134,241/passenger. During the COVID-19 pandemic, the Damri Bus fare was IDR 216,707/pnp, while the Logos bus fare was IDR 198,435/pnp.
Study of air pollution from vehicle emissions at R.T.A. Milono – Willem A. S. intersections Palangka Raya City Permana, Ari Widya; Tawaqal, Gusti Iqbal
Jurnal Teknika Vol 21, No 1 (2025): June 2025
Publisher : Faculty of Engineering, Universitas Sultan Ageng Tirtayasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62870/tjst.v21i1.27681

Abstract

The intersection of R.T.A. Milono Road and Willem A. Samad Road is one of the busiest three-arm signalized intersections in Palangka Raya. There is a significant amount of traffic at this intersection, particularly during rush hour when people are commuting to work, school, and college. Exhaust emissions from the high volume of traffic are generated by numerous vehicle movements. These vehicle exhaust emissions negatively impact the environment and human health. To compare the quantity of exhaust emissions at the intersection with national ambient air quality standards based on government regulations, this study first calculates the amount of exhaust emissions from motor vehicles. The study employs an empirical calculation formula and a survey of vehicle speed and traffic volume. Based on the analysis of vehicle emissions compared with national air quality standards, it was found that Willem A. Samad Road meets the permitted quality standards for all types of pollutants. Meanwhile, R.T.A. Milono (A) Road and R.T.A. Milono (B) Road meet the standards for NO2 pollutants (below 200 µg/m³) and PM10 pollutants (below 72 µg/m³) but exceed the permitted standards for CO pollutants (above 4,000 µg/m³) and HC pollutants (above 160 µg/m³).
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)..
Analisis Kinerja Ruas Jalan Kepanjen–Kendalpayak Kabupaten Malang Berdasarkan PKJI 2023 Dengan Pendekatan Segmentasi: Road Performance Analysis Of Kepanjen–Kendalpayak Malang Regency Based On Based PKJI 2023 Using A Segmentation Approach Ari Widya Permana; Mukhammad Mukhlis
Media Ilmiah Teknik Sipil Vol. 14 No. 2 (2026): 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.v14i2.12566

Abstract

The Kepanjen–Kendalpayak road segment is a strategic collector road in Malang Regency, connecting residential areas with local and regional economic centers. Growing traffic flow without a comprehensive capacity evaluation poses a risk of significant service degradation. This study examines the operational performance of this road segment through capacity analysis, degree of saturation (DS), and level of service (LoS) using the Indonesian Highway Capacity Manual (PKJI 2023) for inter-urban roads. Field traffic surveys were conducted over two days across eleven segments spanning ±11.78 km, covering traffic volumes, road geometric data, and roadside friction classes. Results indicate that the peak hour occurs between 16:30–17:30 with a flow of 2208.8 pcu/hour, dominated by motorcycles. Segment capacities range from 2958.00 to 3340.80 pcu/hour, primarily influenced by lane width variation. The degree of saturation varies from 0.66 to 0.75, with three segments (STA 5+000, 8+000, and 9+000) exhibiting LoS D conditions. These findings demonstrate the necessity of a segment-based analytical approach for identifying critical performance points, providing a basis for targeted road management interventions.