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Journal : Proceeding of World Conference

 1 
Analysis of Agra Mas Bus Service Level Case Study of PGC East Jakarta Route – Soekarno Hatta International Airport Dermawan, Widodo Budi; Setiawan, Bambang Adi
Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i2.199

Abstract

The method used in this study is the Importance Performance Analysis (IPA) method. This research was conducted to determine passenger satisfaction, evaluate service levels by referring to service standard indicators from the Directorate General of Land Transportation. The results of the Bus Operational Performance analysis results refer to the Directorate General of Land Transportation standards, the overall results of operational performance have been included in the Good category with a value of 24 points. the results of the questionnaire stated that the service performance was very good (SB) by 16%; Good (B) of 52%; Fairly Good (CB) of 25%; Poor (KB) by 6% and Not Good (TB) by 0%, regarding the 5 Likert scale. From the Cartesian diagram there are several aspects of concern regarding the level of service, quadrant I there are 8 attributes that are considered important by consumers and their service is very satisfying, Quadrant II there are 1 attributes that are considered very important by customers but the service is not satisfactory.
Analysis of Parking Space Requirements in Grand Galaxy Park Mall and Performance of Boulevard Raya Roads Jakasetia, Bekasi City Dermawan, Widodo Budi; Imamsyah, Alif
Journal of World Conference (JWC) Vol. 2 No. 2 (2020): March 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i2.202

Abstract

Bekasi City is a large city with a population of 2,803,283 people (BPS, 2016). The area of ??Bekasi City is 210.49 km². Grand Galaxy Park Mall is one of the malls located in the city ??of Bekasi precisely on Boulevard Raya Roads Grand Galaxy City Jakasetia. The area is of land approximately 19.000 meters² with a floor area of 17.000 meters² which consists of 5 floors. Grand Galaxy Park Mall became one of the popular shopping centers because this mall is known as a modern mall and was built with an environmentally friendly concept and the location of this mall is also very strategic and integrated with the residential area of ??Grand Galaxy City, Schools, Shops and Offices. The method used in this research is the observation method. The Observation Method is a method by conducting direct survey of spaciousness. This is absolutely necessary to determine the actual condition. The survey method used in this analysis is the method of recording the number of vehicles. The largest accumulation of parking for cars on Saturday as many as 132 vehicles occurred between 18.00-18.59 WIB, while for motorcycles on Saturday as many as 167 vehicles occurred between 19.00-19.59 WIB. The average duration of vehicle parking is 3 hours 42 minutes for cars and 3 hours 30 minutes for motorbikes. The largest parking index is 85.16% for cars occurred on Saturday at 18.00-18.59 WIB and 41.75 for motorcycles occurred on Saturday at 19.00-19.59 WIB. The biggest Parking Turn Over is 4 vehicles / SRP / observation time for cars and 3 vehicles / SRP / observation time for motorcycles and that happens on Saturdays. Judging from the analysis of the Jalan Raya Raya Boulevard Jalan Jakasetia for the survey speed at peak hours in the morning, afternoon and evening get the level of service or Level of Service (LOS), namely B and C.
Analysis of Three Synthese Signals and Roads at Jl. Raya Karang Satria - Bekasi District Dermawan, Widodo Budi; Anwardi, Putri Oktavian
Journal of World Conference (JWC) Vol. 2 No. 3 (2020): May 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i3.230

Abstract

Bekasi Regency is a Regency in West Java Province with a population of ± 3,500,023 Million People (Statistics Indonesia, 2017). Jl. Raya Karang Satria - Bekasi Regency is access to the main road to the city border, besides that access to residential locations, schools, which makes vehicle traffic especially during rush hour more congested by the activities on the side of the road such as the ups and downs of passengers from public transportation, as well as vehicles that stop causing long vehicle queues and can reduce travel time. To get primary data that is by surveying traffic volumes, geometric conditions, and environmental conditions. While secondary data obtained by searching using internet media. The analysis data used is guided by the Indonesian Road Capacity Manual Method (MKJI 1997). With this method, the capacity, degree of saturation, delay, and service level at the intersection can be known. From the results of the study obtained the largest degree of saturation (DS) value of 0.95 pcu / hour means that the value exceeds that required by MKJI (1997) which is <0.75 from the result of the average intersection delay (D intersection) of the largest 17 sec / pcu. This shows that the level of intersection C service is unstable flow because it has limited speed and movement and therefore it is necessary to review the level of intersection service. And researchers provide an alternative to improve the performance of these unsignalized intersections by changing FRSU from 0.98 to 1 and prohibiting right-turn traffic from both Major D to Minor C and from Minor C to Major B and removing side obstacles. For the road section, the highest degree of saturation (DS) value is obtained 0.74. This shows that the level of segment service is not stable. So an alternative is done to improve the level of segment performance by removing the original side obstacle factor of 0.86 to 1 on each arm.
Analysis Characteristics and Performance Intersections Signal Rawa Panjang Related to Odd-Even Policy on West Bekasi Toll Door Dermawan, Widodo Budi; Chalimin, Ahmad
Journal of World Conference (JWC) Vol. 2 No. 3 (2020): May 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i3.231

Abstract

The application of Odd-Even policies on the Bekasi West Toll door to unravel the volume of traffic on the Jakarta-Cikampek Toll Road, with the hope that motorists can use public transportation provided by the government so that they can also decipher the volume of traffic flow within the city. Bekasi itself, especially in the main intersections in the city. The method used for collecting data is primary data and secondary data. Primary data is data taken through direct observation in the real field. Primary data consists of vehicle volume data and actual conditions of intersections such as side barriers. Secondary data is data on road size, road conditions and completeness, and population. Furthermore, for this study, the calculation method used the reference available in the 1997 Indonesian Road Capacity Manual (MKJI). From the results of the analysis, the performance of long swamp signal intersections at maximum currents has Level Of Service (LOS) or level F service intersection (very bad) as a result of high delay values usually indicate long cycle times and high vehicle ratios. Solutions that can be obtained are implementing regulations that have been adjusted to the conditions of the intersection, removing side barriers that often occur in each approach, widening the road in one approach and rearranging the cycle time at the intersection
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 Pedestrian During The COVID – 19 Period in The Dago – Bandung Area Muhammad Isradi; Nofila Sari; Amar Mufhidin; Widodo Budi Dermawan; Mohammad Khadem
Journal of World Conference (JWC) Vol. 4 No. 2 (2022): March 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

The sidewalk in the Dago - Bandung area is one of the sidewalks that is widely used by pedestrians because there are schools, campuses, hospitals, clothing stores and restaurant. This study to determine the average daily use of sidewalks in the Dago - Bandung area, identify sidewalk facilities, determine level of services sidewalks, and obtain pedestrian perceptions of sidewalk facilities. This study used the field survey to primary data and quisioner from pedestrians for secondary data. Analysis of sidewalk facilities uses the Regulation of the Minister of Public Works Number 3 of 2014 while level of service uses High Capacity Manual method. Pedestrian perceptions use the Importance Performance Analysis method. The survey showed on the largest pedestrian volume occurred on Sunday at 2.49 people/minute and it was found that the sidewalks in the Dago - Bandung area had met standards. Based on the results the level of service on the sidewalk is Standard A with the average pedestrian flow of 1.64 ppl/m/mnt and the average space for pedestrians of 34.62 m2/ppl. The results of the Cartesian diagram obtained in quadrant I. The main priority is the condition of the signage, the location of the street furniture, and the cleanliness of the channel. Overall, a few items need improvement in order to create better comfort for pedestrians.
Analysis of Parking Capacity and Road Performance in Cileungsi-Bogor Market Muhammad Isradi; Putri Rahayu; Amar Mufhidin; Widodo Budi Dermawan; Joewono Prasetijo
Journal of World Conference (JWC) Vol. 4 No. 2 (2022): March 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Cileungsi Market which is located on Jln Raya Narogong, Cileungsi Kidul Village, Rt. 03/06 Kec. Cileungsi Kab. Bogor. As a trading center. Therefore, the Cileungsi Market area needs to optimize and improve the performance of the area itself. One of the facilities that need to be optimized for its performance is the parking lot. This study aims to analyze the volume of vehicles entering and leaving the Cileungsi market area, to analyze the characteristics and parking needs of the Cileungsi Market area, to provide parking management solutions to maximize the existing parking capacity in the Market area, to determine the performance of roads in the area. cileungsi market. The method used in this research is a field survey by recording the types of vehicles entering and leaving the parking area and taking data on the condition of the roads in the Cileungsi market area. The results of the analysis of the maximum parking volume of 384 cars and 2174 motorcycles Maximum accumulation of 92 cars and 293 motorcycles. The average parking duration for cars is 1.07 hours/vehicle and 1.45 hours/vehicle for motorbikes. The maximum parking turnover rate is 1 vehicle/SRP/time for cars and 1 vehicle/SRP/time for motorbikes. The maximum parking index is 81.42% for cars and 73.80% for motorbikes. The results of the analysis of the performance of the Jln. Raya Narogong traffic flow and average speed is quite stable. with an average level of service or Level of Service (LOS) which is C from the average value of the Degree of Saturation, which is 0.53.
Co-Authors Adhwa, Muhammad Adi Prasetyo Alfaizi, Mohammad Rendy Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Andri Irfan Rifai Anugrah, Febrian Anwardi, Putri Oktavian Aulia Tarastanty, Nandhita Bayu Sugianto Cahyani, Annisa Aryant Luthfi Chalimin, Ahmad DENI SETIAWAN Fadli Bimantara Fibriyanto, Nurul Fikri Ramdani Hanayas Bagaskara Imamsyah, Alif Jais, Fadel Rafi Assyahkaran Putra Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Komerdevi, Det Lensi Oktavia Stini M Farid Alfarizi R Mohammad Khadem Mufhidin, Amar Muhamad Yuan Kelvin Fuadi Muhammad Isradi Nofila Sari Novianty, Nadira Nurul Fibriyanto Nuzul Ardi Daputro Oties T Tsarwan Pawaztris Pawaztris Pawaztris, Pawaztris Prasetijo, Joewono Putri Rahayu Setiawan, Bambang Adi Setyani, Mery Sylvia Indriany Tamabitte, Vhena E Yasir, Yasrizal