Method to Determine Pedestrian Level of Service for the Overall Unsignalized Midblock Crossings of Road Segments

Author:

Zhao Lin1,Bian Yang1,Lu Jian2,Rong Jian1

Affiliation:

1. Key Laboratory of Transportation Engineering, Beijing University of Technology, No. 100, Ping Le Yuan, Chaoyang District, Beijing 100124, China

2. Transportation College, Southeast University, No. 2, Sipailou, Nanjing, Jiangsu 210096, China

Abstract

This paper aims at developing a pedestrian level of service (LOS) model for the overall unsignalized midblock crossings of road segments from the perspective of the pedestrian's perception of safety and convenience in Chinese midblock crossing environment. Firstly, the potential primary factors influencing pedestrian LOS at unsignalized midblock crosswalks were summarized from four respects: traffic conflicts, the distance between crosswalks, crossing facilities, and delay. Secondly, 948 participants’ real-time sense of safety and convenience when they were crossing the 30 selected unsignalized midblock crosswalks and the design and operational characteristics of the selected road segments were collected. The selected midblock crosswalks were typical of those prevalent in the medium-sized urban areas of China, and the participants of questionnaire survey covered a broad cross section of Chinese population of pedestrians. Finally, Pearson correlation analysis and stepwise regression analysis were carried out to develop pedestrian LOS model for the overall unsignalized midblock crossings of road segments. The results revealed that the factors significantly influencing pedestrian LOS of the overall unsignalized midblock crossings of road segments included volume of two-way motor vehicle, the distance between marked midblock crosswalks, and the distance between unmarked crosswalks. A reliable, statistically calibrated pedestrian LOS model was developed ( R2 = 0.80).

Publisher

SAGE Publications

Subject

Mechanical Engineering

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