Analysis of congestion cost at signalized intersection using Vissim 9 (Case study at Demak Ijo Intersection, Sleman)

Mahmudah, Noor; Akbar, Rizkie; Muchlisin, Muchlisin

doi:10.1051/matecconf/201818106001

Cited by 4 publications

(3 citation statements)

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“…Several studies in Indonesia have also used VISSIM as a microscopic simulation application to evaluate the performance of a road segment. This study used VISSIM to model vehicle traffic on a road segment and evaluate traffic performance [46][47][48][49][50][51][52][53]. To compare the results of the analysis from VISSIM, the study also used the Indonesian Highway Capacity Manual (IHCM) 1997 as a comparison.…”

Section: Comparison Of Observation (Ihcm 1997) and Simulation (Vissim)mentioning

confidence: 99%

Calibrating and Validation Microscopic Traffic Simulation Models VISSIM for Enhanced Highway Capacity Planning

Hafram

Valery

Hasim

2023

IJE

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This research aims to calibrate and validate the VISSIM simulation model tool by comparing field data with simulation data. The ultimate goal is to evaluate traffic performance by comparing simulation results with direct observations in the field. This study uses modeling to determine a road segment's maximum flow volume. This study was conducted in Makassar, South Sulawesi, Indonesia, on Jalan Veteran Selatan. The method uses two main inputs: urban road primary capacity data from the Indonesian Highway Capacity Manual (IHCM 1997) and roadside activity data from PTV VISSIM. The GEH and MAPE have commonly used metrics for measuring the accuracy of simulation models and calibration measurements using driving behavior parameters. The research results obtained for validation measurements have met the requirements. Namely, the obtained MEPE value (7.38%) is 10% smaller than the obtained GEH value (2.032 and 3.961), which is still more than 5.00. The calibration measurements obtained the suitability of the vehicle location and intervehicle spacing in the simulation model (VISSIM) with the actual field conditions. The results obtained from using VISSIM can be reliable and helpful in designing and optimizing urban transportation systems in the future. It is essential to remember that traffic simulation with VISSIM is only a transportation decision-making and planning tool and must be combined with field observations and accurate data for adequate and efficient transportation solutions.

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Section: Comparison Of Observation (Ihcm 1997) and Simulation (Vissim)mentioning

confidence: 99%

Calibrating and Validation Microscopic Traffic Simulation Models VISSIM for Enhanced Highway Capacity Planning

Hafram

Valery

Hasim

2023

IJE

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“…More than that, analysis of road performance and traffic management is also fundamental to be conducted to know the condition of road network performance [24,25,26,27,28]. Reference [29] stated that an imbalance between the capacities of the road with the volume of traffic would cause congestion on roads and intersections. Reference [30] also believes that speed is assumed to be the only variable that influences traffic flow.…”

Section: Introductionmentioning

confidence: 99%

Performance Analysis of Road Segment and Level Crossing (JPL) 340 KM 158+795 as Access to Adisutjipto International Airport of Yogyakarta

Setiawan¹,

Mahmudah²,

Sully³

2020

Proceedings of the 2nd International Symposium on Transportation Studies in Developing Countries (ISTSDC 2019)

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Roads and rail tracks are land transportation infrastructures that play an essential role in supporting human activities both as passenger and goods transport. One of the problems of land transportation in Indonesia is a large number of level crossings between road and rail track. These level crossings are generally operated semi-automatically, and their operation significantly affects vehicle traffic on the road. This study not only aims to identify traffic parameters on the road and the completeness of the level crossing safety infrastructure but also to analyze the performance of the access road to the Adisutjipto International Airport of Yogyakarta, which intersects with the level crossing of the 340 KM 158+795 JPL. The results of the study showed that the traffic flow from the South to the North section was 1484.5 pcu/day, while from the South to the North section was 808.5 pcu/day. Moreover, the average traffic delay was 100.3 seconds with the longest vehicle queue length from the North to the South section was 118 m, while from the South to the North section was 48 m. Lastly, it was concluded that an increase in traffic density of 1 pcu/km would cause a decrease in vehicle speed by 0.1999 km/hour.

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“…Permasalahan yang sering terjadi di persimpangan adalah adanya konflik lalu lintas, antrian, dan tundaan akibat pertemuan antara lalu lintas dari masing-masing lengan simpang (Ansusanto dan Tanggu, 2016). Akibat ketidakseimbangan antara kapasitas dan volume lalu lintas, kemacetan lalu lintas akan terjadi di persimpangan tersebut (Mahmudah et al, 2018).…”

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Penentuan Biaya Kemacetan Lalu Lintas Pada Simpang Bersinyal SGM Yogyakarta

Mahmudah¹,

Andriani²

2019

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The SGM signalized intersection in the city of Yogyakarta is a junction with high traffic volume and has the potential to cause traffic congestion. This study aims to analyze the performance of this intersections and es-timate costs due to congestion that occurs. This study was performed by conducting a field survey to determine the geometric conditions, traffic volume, cycle time, and vehicle speed. The data obtained are then analyzed and modeled using Vissim 10 software. The intersection performance indicator considered is the queue length and level of service. The calculation of congestion costs using indicators of vehicle numbers, vehicle operating costs, spot speed, desired speed, travel time value, and queue time. The results of the observation showed that the performance of the SGM signalized intersection in Yogyakarta was very poor, with the level of service F at peak hours, so that repairs need to be done. In this study, the recommended solution consists of 2 alternatives, namely alternative 1, by changing the phase, and alternative 2, by widening the road. The results of the analysis show that alternative 2 provides the best solution to improve performance and reduce congestion costs at the intersection. Keywords: signal intersection, congestion costs, service level, intersection performance, queue Abstrak Simpang bersinyal SGM di Kota Yogyakarta merupakan suatu simpang dengan volume lalu lintas tinggi dan berpotensi menimbulkan kemacetan lalu lintas. Penelitian ini bertujuan untuk menganalisis kinerja simpang tersebut dan mengestimasi biaya akibat kemacetan yang terjadi. Studi ini dilakukan dengan melakukan survei lapangan untuk mengetahui kondisi geometrik, volume lalu lintas, waktu siklus, dan kecepatan kendaraan. Data yang diperoleh selanjutnya dianalisis dan dimodelkan menggunakan perangkat lunak Vissim 10. Indikator kinerja simpang yang dipertimbangkan adalah antrian dan tingkat pelayanan. Perhitungan biaya kemacetan menggunakan indikator jumlah kendaraan, biaya operasional kendaraan, kecepatan sesaat, kecepatan ideal, nilai waktu perjalanan, dan waktu antrian. Hasil pengamatan menunjukkan bahwa kinerja simpang bersinyal SGM Yogyakarta sangat buruk, dengan tingkat pelayanan F pada jam puncak, sehingga perlu dilakukan perbaikan. Pada kajian ini, solusi yang direkomendasikan terdiri atas 2 alternatif, yaitu alternatif 1, dengan mengubah fase, dan alternatif 2, dengan melakukan pelebaran jalan. Hasil analisis menunjukkan bahwa alter-natif 2 memberikan solusi terbaik untuk meningkatkan kinerja dan mengurangi biaya kemacetan pada simpang. Kata-kata kunci: simpang bersinyal, biaya kemacetan, tingkat pelayanan, kinerja simpang, antrian

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Analysis of congestion cost at signalized intersection using Vissim 9 (Case study at Demak Ijo Intersection, Sleman)

Cited by 4 publications

References 0 publications

Calibrating and Validation Microscopic Traffic Simulation Models VISSIM for Enhanced Highway Capacity Planning

Calibrating and Validation Microscopic Traffic Simulation Models VISSIM for Enhanced Highway Capacity Planning

Performance Analysis of Road Segment and Level Crossing (JPL) 340 KM 158+795 as Access to Adisutjipto International Airport of Yogyakarta

Penentuan Biaya Kemacetan Lalu Lintas Pada Simpang Bersinyal SGM Yogyakarta

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