Issue |
E3S Web Conf.
Volume 476, 2024
The 4th Aceh International Symposium on Civil Engineering (AISCE 2023)
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Article Number | 01044 | |
Number of page(s) | 10 | |
DOI | https://doi.org/10.1051/e3sconf/202447601044 | |
Published online | 17 January 2024 |
A preliminary analysis for determining passenger car equivalent value for motorcycle during first lost time and saturation time at pretimed signalized intersections
1 Master Student, Department of Civil Engineering, Universitas Syiah Kuala, Banda Aceh, Indonesia
2 Department of Civil Engineering, Universitas Syiah Kuala, Banda Aceh, Indonesia
3 Research Center for Environmental and Natural Resources, Universitas Syiah Kuala, Banda Aceh, Indonesia
* Corresponding author: sugiarto@usk.ac.id
In Banda Aceh City, signalized intersections are a strategic approach to mitigate conflicts such as accidents and traffic congestion. This was achieved by efficiently managing the flow of vehicles passing through intersections, enhancing their overall capacity. Currently, the management of signalized intersections in Banda Aceh still adheres to the guidelines stipulated in the 1997 Indonesian Highway Capacity Manual (MKJI 1997). Given the considerable variation in driver behavior and vehicle composition, particularly motorcycles, within Banda Aceh, a need for updated practices arises. Therefore, this research determined the comparison of PCEs values at the initial and saturation time based on the PKJI 2023 and the new calculations. It was conducted at four-legged intersections, namely Pocut Baren, AMD, Lhong Raya, and Jambo Tape. The primary dataset comprised intersections geometry, effective green time, traffic flow composition captured through drone recordings, and signal configurations. Statistical analysis in this research used multiple linear regression analysis to estimate the Passenger Car Unit (PCU) model parameters using video data recorded at the four-legged intersections. The result showed that PCE values for motorcycles during the initial time was 0.16, higher than the average saturation time values of 0.08.
Key words: Signalized intersections / PCE / Saturation flow rate / First Lost Time and Saturation Time / Banda Aceh
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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