Road intersections is designed to be able to move one lane of the road to another without any conflicts of congestion or traffic accidents. In planning, designing and operating road intersections services in Indonesia using the Indonesian Highway Capacity Manual 1997 (IHCM). The use of IHCM is considered necessary to adjust to current conditions. Alternatives in the design and assessment of deviation performance can use PTV Vissim microsimulation modeling. This study aims to analyze the differences in the results of the calculation of the performance road intersections using IHCM and Microsimulation of PTV Vissim. Locations used in this study in the Denggung Road intersections of Sleman regency. The result is a significant difference in the calculation of queue length using IHCM and Vissim. The largest queue length value from the north is 227.2 meters using IHCM and 125.44 meters using Vissim where the traffic flow from the north direction has the greatest value. The delay at the largest deviation from the north is 58.72 seconds using IHCM and 116 seconds using Vissim. The second level of service value calculations show poor performance.
Performance Assessment Study Of Road Intersection using IHCM And Microsimulation Methods PTV VISSIM (Case Study: Simpang Empat Denggung, Sleman, Yogyakarta)
2023
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Performance Evaluation and Enhancement of Unsignalized Intersection Using Microsimulation in VISSIM
Springer Verlag | 2022
|Congested Freeway Microsimulation Model Using VISSIM
Transportation Research Record | 2004
|Evaluasi Simpang Bersinyal Taman Sari – Cikapayang Kota Bandung Dengan Analisis VisSim
DOAJ | 2021
|