Signal Timing Optimization Based on Fuzzy Compromise Programming for Isolated Signalized Intersection

Table 1

Traffic flow in different periods (pcu/h).

Turning direction	Traffic volume
	E	W	S	N	Y
L	201	249	386	272	0.8
T	958	1130	850	915
R	261	240	76	103
L	187	204	238	204	0.6
T	764	810	508	583
R	190	150	52	82