Estimation of Bimodal Urban Link Travel Time Distribution and Its Applications in Traffic Analysis

Table 2

Comparisons of signal timing and model parameters.

Link	Link 1		Link 2
Period	a.m.	p.m.	a.m.	p.m.
Red ratio	0.71	0.59	0.63	0.36
Mixture probability	0.69	0.57	0.79	0.48
Red phase (second)	85.0	71.0	63.0	36.0
Expected delay (second)	56.2	52.6	31.8	18.3