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All Journal IJTI (International Journal Of Transportation And Infrastructure) Proceeding of World Conference
Amar Mufhidin
Faculty of Engineering, University Mercu Buana Jakarta
Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Mathematics Medicine & Pharmacology Transportation

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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.
Analysis of Damage For Flexible and Rigid Pavement Using Pavement Condition Index (PCI) and Bina Marga Methods Muhammad Isradi; Luthfi Rachmansyah; Andri Irfan Rifai; Amar Mufhidin
IJTI International Journal of Transportation and Infrastructure eISSN 2597-4769 pISSN 2597-4734 Vol 5 No 2 (2022): March 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijti.v6i1.1816

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PERFORMANCE ANALYSIS OF SENTUL CIRCUIT ROUNDABOUT AND ALTERNATIF ROAD SENTUL BOGOR M Farid Alfarizi R; Muhammad Isradi; Amar Mufhidin; Widodo Budi Dermawan; Andri Irfan Rifai; Joewono Prasetijo
IJTI International Journal of Transportation and Infrastructure eISSN 2597-4769 pISSN 2597-4734 Vol 5 No 2 (2022): March 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijti.v6i1.1817

Abstract

A roundabout is an intersection equipped with circular lanes and has a design specification and is equipped with traffic equipment. The various patterns of movement will intersect each other, causing conflict points at an intersection. This study aims to determine the performance of the Sentul circuit roundabout and the Sentul alternatif road segment. Traffic data was collected for 3 days using the 1997 MKJI method, then made a traffic simulation using the PTV Vissim.The results of the study showed that the highest traffic volume was on Tuesday, November 23, at: the 9725 pcu/hour roundabout and the alternatif sentul total 2 directions 7865 pcu/hour. Sentul circuit roundabout using MKJI 1997 obtained DS values for each link: weaving area 1 (0.81), weaving area 2 (0.81), weaving area 3 (0.86), weaving area 4 (0.77) and alternatif sentul roads: roundabout direction (0.41) , the direction of Bogor (0.45). PTV Vissim the level of service for the sentul circuit roundabout and the alternative sentul: Sentul circuit roundabout: weaving area 1 (e), weaving area 2 (d), weaving area 3 (c), weaving area 4 (f). section alternative sentul: roundabout direction (b) and Bogor direction (b). alternative solution for scenario 1 by restricting heavy vehicles (HV) during rush hour is obtained DS: link 1 (0.69), link 2 (0.64), link 3 (0.72), link 4 (0.62).
Co-Authors Andri Irfan Rifai Joewono Prasetijo Joewono Prasetijo Luthfi Rachmansyah M Farid Alfarizi R Muhammad Isradi Putri Rahayu Widodo Budi Dermawan