Investigation of saturation flow rate using video camera at signalized intersections in Jordan

Author:

Al-Mistarehi Bara’ W.1,Alomari Ahmad H.2,Al Zoubi Mohamad S.3

Affiliation:

1. Assistance Professor of Civil Engineering, Department of Civil Engineering, Jordan University of Science & Technology (JUST) , – Irbid 22110 , Jordan

2. Assistant Professor of Civil Engineering, Department of Civil Engineering, Yarmouk University (YU) , – Irbid 21163 , Jordan

3. Research Assistance, Department of Civil Engineering, Jordan University of Science & Technology (JUST) Irbid Jordan

Abstract

Abstract This study aimed to investigate a potential list of variables that may have an impact on the saturation flow rate (SFR) associated with different turning movements at signalized intersections in Jordan. Direct visits to locations were conducted, and a video camera was used. Highway capacity manual standard procedure was followed to collect the necessary traffic data. Multiple linear regression was performed to classify the factors that impact the SFR and to find the optimal model to foretell the SFR. Results showed that turning radius, presence of camera enforcement, and the speed limit are the significant factors that influence SFR for shared left- and U-turning movements (LUTM) with R2 = 76.9%. Furthermore, the presence of camera enforcement, number of lanes, speed limit, city, traffic volume, and area type are the factors that impact SFR for through movements only (THMO) with R2 = 69.6%. Also, it was found that the SFR for LUTM is 1611 vehicles per hour per lane (VPHPL),which is less than the SFR for THMO that equals to 1840 VPHPL. Calibration and validation of SFR based on local conditions can improve the efficiency of infrastructure operation and planning activities because vehicles’ characteristics and drivers’ behavior change over time.

Publisher

Walter de Gruyter GmbH

Subject

Electrical and Electronic Engineering,Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering,Environmental Engineering

Reference34 articles.

1. HCM, Highway Capacity Manual. Transportation Research Board of the National Academies. Washington, DC, Unites States. 2010.

2. Chen, P., Nakamura, H., & Asano, M. Saturation Flow Rate Analysis for Shared Left-turn Lane at Signalized Intersections in Japan. Procedia - Social and Behavioral Sciences. 2011; 16:548-559.

3. Liu, P., Lu, J., Fan, J., Pernia, J., & Sokolow, G. Effects of U-turns on Capacities of Signalized Intersections. Transportation Research Record: Journal of the Transportation Research Board. 2005, (1920):74-80.

4. Tyson G., Kelly B., and Cunningham C. An Assessment of Highway Capacity Manual Default Saturation Flow Rates to those in North Carolina. Institute of Transportation Engineers. ITE Journal. 2016; 86(11):38.

5. Arhin, S. A., & Noel, E. C. Prevailing Saturation Flow Rate for Lane Groups in the District of Columbia (No. DDOT-RDT-14-04). 2014; 34.

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