Operational Evaluation of a Throughabout to Give Priority to Public Transport at Standard Roundabouts

Table 5

Travel time and movement smoothness indexes in the signalized intersection.

Criteria	Volume	Geometric design
		Intersection	Standard roundabout	Throughabout
Stops (/km)	3000	4	2	1
	4000	7	5	4
	4500	8	8	8
	Average	7	6	5
Move/total time	3000	0.33	0.43	0.85
	4000	0.27	0.34	0.37
	4500	0.21	0.28	0.31
	Average	0.25	0.33	0.45
Travel time (s/km)	3000	274	137	135
	4000	456	254	335
	4500	516	390	424
	Average	445	298	335