Coefficients | B | Beta |
---|---|---|
Unstandardized coefficients | Standardized coefficients | |
(Constant) | 0.614 | |
Duration of the resolving signal of a traffic light | 0.303 | 1.275 |
Sampling for the maximum possible number of vehicles driving without pedestrians | − 0.360 | − 0.752 |
L2—the curvature of the carriageway when turning right | 0.189 | 0.573 |
t4—time of leaving the 1st vehicle of the pedestrian crossing, taking into account the distance of 1 m to the pedestrian crossing and its release | 0.358 | 0.522 |
Number of vehicles driven in the 2nd window | 0.461 | 0.426 |
The number of pedestrians in the direction of the vehicle (left) | − 0.280 | − 0.417 |
L1—the distance from the stop line to the border of the intersection with the conflicting direction | − 0.184 | − 0.396 |
The duration of the 1st free window in the pedestrian stream for driving | − 0.099 | − 0.268 |
t2—time of movement of the 1st vehicle in an arc (until the exit from the turn) | 0.242 | 0.250 |
Number of vehicles driven in the 1st window | 0.272 | 0.232 |
The duration of the 3rd free window in the pedestrian stream for driving | − 0.392 | − 0.210 |
The duration of the 2nd free window in the pedestrian flow for driving | 0.102 | 0.166 |
The number of pedestrians in the direction of the vehicle (right) | − 0.117 | − 0.159 |
Number of vehicles driving in the 3rd window | 0.531 | 0.106 |
Driving time through the free window in the pedestrian flow, taking into account the distance of 1 m to the pedestrian crossing and its release | 0.056 | 0.098 |
Number of vehicles in the queue due to waiting for pedestrians to pass | 0.099 | 0.098 |
L3—the distance from the end point of the curvature of the carriageway (intersection border) to the pedestrian crossing when turning right | 0.049 | 0.062 |
t1—time of movement of the 1st vehicle from the stop line to the beginning of rounding | − 0.068 | − 0.046 |
t3—the time of movement of the 1st vehicle on the segment of approach to the pedestrian crossing after exiting from the turn | 0.110 | 0.041 |
Number of vehicles completing the passage to the red signal of the traffic light | 0.013 | 0.005 |