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Analysis Of Accident Prone Areas Along Jenderal Ahmad Yani Road In Bekasi Dermawan, Widodo Budi; Isradi, Muhammad; Pawaztris, Pawaztris
Journal of Applied Science, Engineering, Technology, and Education Vol. 1 No. 2 (2019)
Publisher : Yayasan Ahmar Cendekia Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (563.914 KB) | DOI: 10.35877/454RI.asci1239

Abstract

Based on the results of the analysis of accident prone locations on Jenderal Ahmad Yani road in 2015-2018 using the Equivalent Accident Number (EAN) method, the location that are identified as accident prone is at coordinates 6.2444641- -6.2356937 (crossing area of the Jenderal Ahmad Yani road with the Burang Rang Raya road – Overpass that leads to the Summarecon Bekasi iconic roundabout), with as many as 40 accidents. The number of death caused by traffic accident are as many as 13 people, seriously injured as many as 7 people, minor injuries as many as 46 people, and experience material loss of 37 objects and a maximum of Rp 80.800.000.- . The most dominant cause of accidents on Ahmad Yani road Bekasi in 2015-2018 is human error with 74% percentage and 26% due to vehicle error with total of 40 accidents.
Analysis of Capacity, Speed, and Degree of Saturation of Intersections and Roads Isradi, Muhammad; Dwiatmoko, Hermanto; Setiawan, Muhammad Ikhsan; Supriyatno, Dadang
Journal of Applied Science, Engineering, Technology, and Education Vol. 2 No. 2 (2020)
Publisher : Yayasan Ahmar Cendekia Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1338.377 KB) | DOI: 10.35877/454RI.asci22110

Abstract

No traffic-signal intersection located on Jalan Serang and Jalan Curug, Tangerang Regency often causes traffic congestion. Many side barriers activities of vehicles inhibit the movement of traffic flow. The toll-road access, which is not far from the intersection, makes the queue long enough to enter Jl. Raya Serang also affects the performance of the surroundings. The study aims to determine the performance of the above intersection this time, which is measured by the capacity, degree of saturation, speed, queuing opportunities, density, and level of services. Field surveys and further analysis of the calculations that have been carried out show the intersection performance. The peak traffic volume occurred on Wednesday, February 5 2020, at 3877 pcu / hour at 07.00 - 08.00 WIB, with a capacity (C) of 2937 pcu / hour. From the available data, the DS value is 1.32. at the Service level F.
Analysis of Capacity, Speed, and Degree of Saturation of Intersections and Roads Isradi, Muhammad; Dwiatmoko, Hermanto; Setiawan, Muhammad Ikhsan; Supriyatno, Dadang
Journal of Applied Science, Engineering, Technology, and Education Vol. 2 No. 2 (2020)
Publisher : Yayasan Ahmar Cendekia Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1338.377 KB) | DOI: 10.35877/454RI.asci22110

Abstract

No traffic-signal intersection located on Jalan Serang and Jalan Curug, Tangerang Regency often causes traffic congestion. Many side barriers activities of vehicles inhibit the movement of traffic flow. The toll-road access, which is not far from the intersection, makes the queue long enough to enter Jl. Raya Serang also affects the performance of the surroundings. The study aims to determine the performance of the above intersection this time, which is measured by the capacity, degree of saturation, speed, queuing opportunities, density, and level of services. Field surveys and further analysis of the calculations that have been carried out show the intersection performance. The peak traffic volume occurred on Wednesday, February 5 2020, at 3877 pcu / hour at 07.00 - 08.00 WIB, with a capacity (C) of 2937 pcu / hour. From the available data, the DS value is 1.32. at the Service level F.
Analysis of the Damage of Rigid Pavement Road by Using Pavement Condition Index (PCI) Isradi, Muhammad; Arifin, Zaenal; Sudrajat, Asep
Journal of Applied Science, Engineering, Technology, and Education Vol. 1 No. 2 (2019)
Publisher : Yayasan Ahmar Cendekia Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1120.325 KB) | DOI: 10.35877/454RI.asci1242

Abstract

Bogasari Road, which is located in Citeureup sub-district, Bogor Regency, within the PT Indocement Tunggal Prakarsa industrial area, is a road that uses rigid pavement. The road is always passed by heavily loaded vehicles that affect road pavement conditions and the level of comfort and safety for road users. The study's purpose is to determine the average daily traffic volume, determine the value of conditions in the rigid pavement, and provide input to relevant agencies in terms of solutions and road repair costs. The method used in the analysis is the Pavement Condition Index (PCI). The study shows the average daily traffic of 2,883 vehicles/hour/day and the average pavement condition value of 66.57 with a good rating, or in good condition. It also provides a method of repair by functional means.
ANALISIS PENILAIAN KONDISI KERUSAKAN JALAN DENGAN METODE INTERNATIONAL ROUGHNESS INDEX DAN PAVEMENT CONDITION INDEX PADA RUAS JALAN PANGLIMA SUDIRMAN KABUPATEN TUBAN Prasetyo, Yudi Dwi; Isradi, Muhammad; Hartatik, Nurani
EXTRAPOLASI Vol 18 No 2 (2021)
Publisher : Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/extrapolasi.v18i2.6021

Abstract

AbstrakPenilaian kondisi jalan perlu dilakukan secara periodic baik untuk untuk bangunan strukturalnya ataupun bangunan pelengkap jalannya. Penelitian ini dilakukan di Jalan Nasional Bulu - Tuban - Sadang pada ruas Jalan panglima Sudirman yang berada di wilayah perkotaan Kabupaten Tuban dengan panjang jalan 3,248 km.  Pada beberapa bagian jalannya sudah banyak mengalami kerusakan yang dapat menyebabkan menurunnya kenyamanan berkendaraan. Penelitian ini untuk mengetahui nilai IRI dan PCI yang akan digunakan untuk jenis penanganan yang tepat. Berdasarkan hasil survei dan analisis diperoleh nilai IRI sebesar 4,90 dan nilai PCI  sebesar 67,65. Hasil kedua metode tersebut diperoleh kondisi yang berbeda, hal ini sangatlah mungkin terjadi. Secara umum dari hasil yang diperoleh adalah kondisi sedang berdasarkan prosentase nilai tertinggi. Sehingga jenis penanganan yang tepat adalah pemeliharaan rutin dan preventative untuk kondisi jalan baik atau sedang, sedangkan rehabilitasi minor untuk kondisi jalan rusak ringan.AbstractThe evaluation on road condition in needed periodically for both structural building or complementary building. This research was applied on Jalan Nasional Bulu – Tuban - Sadang especially on Jalan Pangliman Sudirman which is located in city area Kabupaten Tuban (Length 3,248 km). Crack road occurred on some locations affected to road safety. This research was conducted  to evaluate the value of IRI and PCI which will be used to get the right solvents. Based on the survey and analysis, IRI value was found on 4.90 and PCI values was 67.65. Both obtained result were commonly happened. Generally, the highest percentage condition are obtained. Therefore, the right action was routine maintenance and prevention for good and midle condition, which minor rehabilitation was preferred for unheavy road crack
The Effectiveness of Users of the People's Crossing Bridge (JPO) at the Youth Center of the City of North Jakarta Administration during the COVID-19 Pandemic Isradi, Muhammad; Andri, Maulika Alifia; Rifai, Irfan; Mufhidin, Amar
ARRUS Journal of Engineering and Technology Vol. 2 No. 2 (2022)
Publisher : Lembaga Penelitian dan Pengembangan Teknologi dan Rekayasa, Yayasan Ahmar Cendekia Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35877/jetech749

Abstract

The current dense population of DKI Jakarta must be balanced with the provision of adequate transportation facilities and infrastructure. The current presence of pedestrians is usually concentrated in public facilities such as terminals, shopping centers, educational centers, and other public facilities. The existence of these pedestrians requires facilities for pedestrians, including road crossing facilities such as the People's Crossing Bridge (JPO), where the JPO is installed if it is required that there is no intersection between the flow of pedestrians and the flow of traffic. So that pedestrians want to use the JPO, it must be guaranteed safety and walking distance so that it does not get too far away. For this reason, this study was carried out to determine the effectiveness of the People's Crossing Bridge in the Youth Bracelet of the North Jakarta Administration. To determine the effectiveness of the pedestrian bridge at the Youth Center of North Jakarta City, the researchers observed the number of pedestrians for 2 days, namely during peak hours such as in the morning at 06.00 - 08.00 and in the afternoon at 16.00 - 18.00. From the results of the research for 2 days in the field, it was found that almost 58% of people did not use JPO facilities, and only 42% of people used JPO facilities. Thus, it can be concluded that JPO at the Youth Center of North Jakarta City Administration is classified as a fairly effective JPO.
The Effect of Variations of Cese Waste Waste Levels on Marshall Parameters in Ac-Wc Layer Muhammad Isradi; Imam Sindu Baskoro; Jaewono Prasetijo; Sumiyati
Journal of World Conference (JWC) Vol. 3 No. 2 (2021): March 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

In the asphalt pavement mixture, filler is needed to support the performance of the pavement construction in order to withstand traffic loads. Various types of fillers have been widely used, including rock ash, portland cement and others. However, the limitation of natural resources encourages the use of waste materials in the construction of road pavements, a potential for the production of bagasse. In this study, sugar cane waste was used as a filler in the asphalt pavement mixture. The research method used is an experimental method, where the experiment is carried out to obtain a data set and analysis of test results. The test was carried out in 2 stages, namely testing the test object with Portland cement filler which was carried out to obtain Marshall parameters and KAO values ??and testing of the test object with bagasse ash filler to produce Marshall parameters and optimum filler content values. The results showed that the use of bagasse ash waste with a proportion of 5% to the weight of the filler increased stability. Tests carried out on the AC-WC layer mixture obtained the KAO value of 5.7% and the optimum filler content of 5.5%. The stability value with 7% bagasse ash filler obtained 1237.1 kg by immersing the test object for 30 minutes and 1156.4 kg with 7% bagasse ash filler by soaking the test object for 24 hours at 60 ° C, meeting the minimum requirements of 800 kg.
The impact of Covid-19 on areas prone to traffic accidents in Depok City : Margonda Raya Road case study Muhammad Isradi
Journal of World Conference (JWC) Vol. 3 No. 2 (2021): March 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Traffic accidents and congestion is one of the main problems in Depok city. Jalan Margonda Raya is one of the streets in Depok city. Jalan Margonda Raya is one of the roads in Depok city with quite high traffic activity. To prove this, research is done by analyzing the area of accident prone and road performance with the aim of analyzing the areas prone to traffic accident and know the performance of mesh and how to correct alternative solution to overcome it. The method used in this research to analyse areas prone to accident is to use the AEK (equivalent number of accident) approach, and to know the area of traffic accident (black spot) with the method BKA (upper control limit), while to know the performance of the segment using Manual Road capacity 1997. Based on the results of analysis concluded that Jalan Margonda Raya, belongs to the category of road prone traffic accidents, because it has a value of AEK greater or greater than the value of BKA and UCL. Road with the highest AEK value is Jalan Margonda Raya with a value of AEK 40 where the value of BKA is only 24.250 and UCL value of 35.949. On the road, there have been 4 accidents with the total death toll of 1 person, 3 people with severe injuries, a light injury of 5 people, and a material loss of 5.3 million Rupiah. The most common type of accident is the front-back sprinrack of 45.45% of the total number of accidents. The most common time for accident at Jalan Margonda Raya Depok is at night at 18.00 WIB – 06.00 WIB with a percentage of 63.63% from the total accident. As for the level of service on Jalan Margonda Raya Sunday Direction Jakarta-Depok is B, this is due to the degree of saturation (V/C ratio) of 0.530, while the direction of Depok-Jakarta is B, this is because the degree of saturation (V/C ratio) of 0.540 and for the day, Monday 15 May 2020 direction Jakarta-Depok is B, this is because the degree of saturation (V/C ratio) of 0.669 while the direction of Depok-Jakarta is B, this is because the degree of saturation (V/C 0.608 From the analysis obtained some alternative solution that is to install and repaint road markers and Zebra Cross, repaint on sidewalks or kerb, and do periodic supervision work, check periodically on street lighting lamps.
Analysis of Accident-Prone Areas in Bekasi City Fikri Ramdani; Widodo Budi Dermawan; Muhammad Isradi; Amar Mufhidin; Joewono Prasetijo
Journal of World Conference (JWC) Vol. 3 No. 3 (2021): May 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

The most highlighted transportation problem at this time is traffic safety. In Bekasi City, traffic accidents often occur, ranging from minor accidents, serious accidents to accidents that cause casualties due to various factors. The objectives of this study are: To determine the characteristics of accident-prone areas, the factors causing accidents and to analyze the locations where accidents often occur in those areas. The location of this research was conducted on Jalan Raya Narogong Bekasi City. The data used in this study are primary data and secondary data. The primary data used includes the volume of passing vehicles, vehicle speed, is the road geometry, namely the absence of road markings, road capacity, land use and traffic signs.The author divides 10 segments on this road based on coordinate points. The coordinate point with the highest AEK and EPDO values ??is at the coordinate point-6.280222 to -6.28175 with AEK 103 and EPDO also 103 which caused 8 deaths, 0 serious injuries, 0 minor injuries and with material loss of Rp. 5,000,000. The most types of accidents are front - front with 17 victims, the number of accident victims and material losses is obtained from IRSMS data provided by Bekasi City traffic officers.
Analysis of the Level of Consumer Satisfaction with the JR Connexion Bus Transportation Service on the Cibubur - Blok m route Muhammad Sylmi Taufanudin; Muhammad Isradi; Andri Irfan Rifai
Journal of World Conference (JWC) Vol. 3 No. 5 (2021): September 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

This study aims to determine the level of performance, the level of consumer satisfaction with the services provided by the JR Connexion Bus route Kota Wisata Cibubur - Blok M and to determine the physical condition of the JR Connexion Bus. The research method was carried out by collecting primary data and secondary data by conducting on-bus surveys which included load factor, headway, frequency, travel speed, travel time, service time, passenger waiting time and number of vehicles operating. For service performance and satisfaction, it is analyzed based on the Standards of the Directorate General of Transportation, as well as service data which is then analyzed using qualitative and quantitative analysis methods. Regarding the extent to which the quality of performance and service level of passenger satisfaction with the JR Connexion Bus route Cibubur - Blok M is used Importance Performance Analysis (IPA). Then tested the effect of service performance with the level of customer satisfaction using the Chi-Square (X²) formula. Based on the results of the analysis, it was concluded that the operational performance of the JR Connexion Bus for the Cibubur - Blok M tourist city route according to the Directorate General of Land Transportation was in the "Good" category with an overall value of 19 points (18-24 points). And the results of the questionnaire refer to the 5 dimensions regarding the level of service performance getting a good score (4.16) and the level of satisfaction getting a satisfied score (4.13).
Co-Authors Abdul Hamid Abdul Talib Bon Acep Hidayat Agus Sukoco Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amrun Rosyid Andri Irfan Rifai Andri Irfan Rifai Andri Irfan Rifai Andri Irfan Rifai Andri Irfan Rifai Andri, Maulika Alifia Annisa Megarestya Asep Sudrajat Dadang Supriyatno Daniel Arnoldi Gultom Dermawan, Widodo Budi Dimar Fazadi Rafianda DR MUHAMMAD IKHSAN SETIAWAN ST MT Dwiatmoko, Hermanto Enif Asfarianto Pratama Fabiola Frederica Rafaelin Fadli Bimantara Fajar Prihesnanto Fikri Ramdani Guohui Zhang Hanayas Bagaskara Hartatik, Nurani Hasdian, Elhazri Hendy Yusman Firdaus Hermanto Dwiatmoko Hermanto Dwiatmoko Hermawan Hermawan Heru Andraiko Hikmawati Thalib Ilham Andika Imam Sindu Baskoro Irfan Rifai Irfan Rifai Jaewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Kukuh Mahi Sudrajat Lensi Oktavia Stini Lista Lista Luthfi Rachmansyah M Farid Alfarizi R M Ikhsan Setiawan Martindo Gita Dwi Putra Maulika Alifia Andri Mohammad Khadem Mohd Adib Mohammad Razi Mufhidin, Amar Muhamad Yuan Kelvin Fuadi Muhammad Abdika Abdika Muhammad Ashlyzan Razik Muhammad Hafidh Muhammad Ikhsan Setiawan Muhammad Ikhsan Setiawan Muhammad Ikhsan Setiawan Muhammad Ikhsan Setiawan Muhammad Naufal Farhan Muhammad Sylmi Taufanudin Munzilah Md Rohani Nandhita Aulia Tarastanty Nasrun . Nofila Sari Nurohman Nurohman Paisal Halim Pawaztris Pawaztris Pawaztris, Pawaztris Prasetyo, Yudi Dwi Putri Rahayu Rana Reza Vahira Rifai Rifai Roisman A. Harefa Ronny Durrotun Nasihien Ronny Durrotun Nasihien Salma Karimah Setiawan, Muhammad Ikhsan Sudrajat, Asep Sugeng Sugeng Sumiyati Sumiyati Sumiyati Suprapti Susanty Handayani Syafiadi Rizki Abdila Syafiq Human Maulana Syafwandi Syamsiah Badruddin Tohmas Saputra Vendhy Vendhy Viranti Fahra Salsabila Wahyu Mulyo Utomo Wan Zahidah Musa Widodo Budi Dermawan Widodo Budi Dermawan Widodo Budi Dermawan Widodo Budi Dermawan Widodo Budi Dermawan Widodo Budi Dermawan Widodo Budi Dermawan Widodo Budi Dermawan Wincent Wincent Yusra Aulia Sari Zaenal Arifin Zaenal Arifin Zaffan Farhana Zainal Zainal Arifin