The
order in
parameters describing pedestrian’s and vehicle’s movement at signal-
controlled crossing is the
aim of this paper. At the beginning the used
parameters, which characterize movement and level of service of vehicles and
pedestrians are presented. These parameters differ often, for example in units.
Several new parameters are created. Existing parameters are modified. The set
of comparable parameters for pedestrians and vehicles is constructed.
Evaluation of level of service and traffic- control optimisation are now
possible. Numerical example of application of proposed method closes this
paper.