Comparative Analysis of Optimization Models for Paired Intersections with Left-Turn Bays

Table 3

Orthogonal experimental scenarios for traffic simulation.

Test	Factors
	Signal timing plan	Intersection spacing (m)	Level of demand	Length of left-turn bay (m)
1	Model US	245	Low	48
2	Model CS
3	Model US	345	Median	66
4	Model CS
5	Model US	445	High	84
6	Model CS
7	Model US	545	Median	66
8	Model CS
9	Model US	645	High	84
10	Model CS
11	Model US	745	Low	48
12	Model CS
13	Model US	845	High	84
14	Model CS
15	Model US	945	Low	48
16	Model CS
17	Model US	1045	Median	66
18	Model CS