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The Analysis of Unsignalized Intersection Road Performance at Manukan Wetan Surabaya City Muhan Fahri Irzadi; Sri Wiwoho Mudjanarko; Ikhsan Setiawan; Joewono Prasetijo; Hary Moetriono
THE SPIRIT OF SOCIETY JOURNAL : International Journal of Society Development and Engagement Vol 4 No 1 (2020): September 2020
Publisher : LPPM of NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/scj.v4i1.1142

Abstract

Surabaya is the capital of the province of East Java and is the second largest city in Indonesia after Jakarta. As a city that will continue to develop, the mobility of the people is getting higher, as well as the progress of the current means of transportation which is increasing, causing traffic problems, one of which occurs at intersections. One of the intersections that will be reviewed is the Raya Manukan intersection. This study uses the MKJI 1997 guideline, with primary data collection by means of traffic conditions survey and secondary collection, namely data on the number of vehicle growth from the Department of Population and Civil Registry of Surabaya City. This study aims to determine the performance of the unsigned intersection at the Raya Manukan intersection. With this research data, as well as from the results of traffic analysis at the Raya Manukan intersection with the boundary from the Amd Street Intersection to the Buntaran Street Intersection. From the calculation results, it is obtained that the intersection capacity is 3750.9 pcu / hour, with a degree of saturation value of 0.8254. From the results of the analysis, the calculations that have been carried out have not been able to reach the desired degree of saturation value, which is as suggested by MKJI 1997.Therefore then an alternative is made with road widening engineering and produces a saturation degree value of 0.7493, so that the road widening on Raya Manukan Kulon is the best alternative in solving the capacity problem of Intersection Manukan.
Wisata Edukasi Pengenalan Petugas Pelayanan Penumpang di Atas Kereta Api pada Siswa RA Babussalam Madiun Teguh Arifianto; Ika Setyorini Pradjojowaty; Dara Aulia Feryando; M. Afif Amalul Arifidin; Damar Isti Pratiwi; Joewono Prasetijo
JURPIKAT (Jurnal Pengabdian Kepada Masyarakat) Vol 5 No 1 (2024)
Publisher : Politeknik Piksi Ganesha Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37339/jurpikat.v5i1.1500

Abstract

Kegiatan wisata edukasi pengenalan petugas pelayanan penumpang yang dilakukan oleh tim penulis melibatkan siswa RA Babussalam Madiun dalam kunjungannya di Politeknik Perkeretaapian Indonesia Madiun pada tanggal 5 September 2023. Kegiatan ini bertujuan untuk memberikan siswa pemahaman tentang fungsi petugas pelayanan penumpang dalam industri perkeretaapian. Siswa berkumpul di tribun utara dan mendengarkan arahan dari guru dan panitia. Siswa belajar tentang tanggung jawab petugas pelayanan penumpang agar penumpang mendapatkan pelayanan yang aman dan nyaman. Selain itu, siswa juga diberi pemahaman tentang prosedur simulasi pembelian tiket dan menaiki kereta inspeksi. Oleh karena itu, wisata edukasi akan memberikan kontribusi positif dalam mendidik generasi muda tentang pentingnya pelayanan penumpang di sektor perkeretaapian.
Analysis of Road Sight Distance and Support Facility: A Case of Jalan Babakan Anyar – Majalengka Reci Tiana Reta; Andri Irfan Rifai; Mohamad Taufik; Joewono Prasetijo
Jurnal Syntax Transformation Vol 5 No 8 (2024): Jurnal Syntax Transformation
Publisher : CV. Syntax Corporation Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/jst.v5i8.990

Abstract

Road infrastructure is very important for the development of the economy and human mobility throughout the world. However, behind the importance of this extensive road network, a primary challenge continues to grow, namely the construction of safe and efficient road geometry. Due to the high population density in Indonesia, traffic jams and accident rates have increased. Serious accidents can occur if the road geometry is not suitable. This research has the main objective of carrying out planning regarding visibility distances and the condition of road facilities, such as existing lighting and traffic signs, to develop practical recommendations that can be implemented to increase traffic efficiency and safety at the Babakan Anyar - Kadipaten Highway location. The primary data collection method involves using official documents and reports following the guidelines in the Procedure for Geometric Planning of Inter-City Roads through the Director General of Highways in 1997. On the Babakan Anyar - Kadipaten Highway, which is included in the provincial road category and is a type of road arterie with flat terrain conditions, it has been decided to set a design speed of 100 km/hour for this research. Based on the 100 km/h design speed used in this research, the minimum stopping visibility required is 175 meters. However, because the planned value measured is 181.92 meters, the stopping visibility distance (Jh) is 181.92. Likewise, the minimum required visibility distance is 670 meters, but the value obtained is 751.89 meters, so a visibility distance (Jd) of 751.89 meters is used. In addition, lighting facilities are needed to increase visibility and reduce the risk of accidents by ensuring drivers can see the road, traffic signs, and obstacles.