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

Table 2

Field measured data for crucial parameters and estimated delay for each site.

Site	(ped/s)	(ped/s)	(pcu/s)	(sec)		(sec)					(sec)
							Min	Max	Mean	Std.
1	0.0139	0.0128	0.1083	7.54	0.87	58	−6	4.88	0.17	2.89	6.56
2	0.0064	0.0047	0.0917	6.73	0.65	27	−4.04	4.48	1.13	2.31	6.76
3	0.0133	0.0092	0.1556	12.32	0.79	43	−8.04	5.60	−1.76	3.72	8.91
4	0.0128	0.0144	0.1139	6.41	0.72	41	−4.03	5.92	1.83	2.91	8.77
5	0.0092	0.0169	0.0753	8.25	0.83	54	−2.27	3.01	0.42	3.09	9.12
6	0.0075	0.0086	0.0839	9.93	0.92	22	−3.01	4.99	1.01	3.94	11.53