Evaluating the Effects of One-Way Traffic Management on Different Vehicle Exhaust Emissions Using an Integrated Approach

Table 3

Traffic conditions of intersections simulated in Synchro.

Intersection number	Traffic flow (pcu/h)	Capacity utilization	Service level	Signal delay (s)
1	2532	65.1%	C	28.1
2	2290	73.5%	B	10.7
3	344	26.7%	A	-
4	632	33.6%	A	-
5	408	32.5%	A	-
6	676	35.4%	A	-
7	1036	52.5%	B	13.9
8	1172	56.5%	B	-
9	396	22.1%	A	-
10	580	32.7%	A	-
11	896	81.2%	C	30.6
12	2652	95.9%	C	22.9
13	592	24.2%	A	-
14	840	45.6%	A	-
15	284	28.1%	A	-
16	420	32.8%	A	-