Car drivers' choice of speed in relation to the street's and environments geometrical characteristics
Overview
Background & policy context:
There is a well-established relation between speed and occurrence of traffic accidents. If the average speed in a street decreases by 1 km/h the frequency of accidents reduces by 3-5%. In order to decrease the number of traffic accidents and feeling of insecurity in urban areas, increased knowledge concerning relations between car drivers' choice of speed and street design are of great importance.
Objectives:
The aim of this study is to clarify which of the variables that describe the street's geometrical design have an effect on speed.
Another purpose is to illustrate which of the most frequent geometrical events in the street have the highest influence on car driver's choices of speed.
The objective is to reach an understanding of the relation between vehicles' average speed and geometrical design in a specific street segment. It is hoped that this knowledge will bring a better understanding of how we can influence car driver's choice of speed by using different types of changes in designing the street.
Methodology:
In this project the speed behaviour of passing motorists has continuously been studied in two directions in 14 different street segments. Traffic volume on the studied streets varied from 1600 to 9500 vehicles per day and street width varied from 6.6 to 12.9 metres. The first step was to identify street incidents that had an effect on the speed behaviour. Thereafter, car drivers for whom speed affecting street incidents occurred were removed from the material. With the remaining material a mean speed for each segment and direction were calculated. Those mean speed values were related to variables documented for each street's segment.
Regression analyses resulted in the following model (R2=0,92): Mean speed = 16,24 -0,030 * crossing pedestrians and cyclists per hour and 100 m +0,061 * number of passing vehicles per hour in current direction +3,942 * -0,041 * number of passing pedestrians and cyclists per hour +0,368 * average width form pavement to nearest building or tree.
A simplified model was also created and used.
Share this page