Impacts of Pedestrians on Capacity and Delay of Major Street Through Traffic at Two-Way Stop-Controlled Intersections

Table 3

Field measured delay and absolute percent error for each site.

Site	(sec)					(sec)					(sec)
		Min	Max	Mean	Std. dev.		Min	Max	Mean	Std. dev.
1	58	4.44	17.96	10.30	3.19	302	3.24	7.24	4.56	0.66	5.74	14.29%
2	27	8.80	27.80	14.51	4.24	217	5.20	13.00	7.10	1.56	7.41	8.82%
3	43	9.76	18.12	12.56	1.99	165	3.08	6.24	4.42	0.58	8.14	9.46%

represents the observed delay for delayed vehicles.