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

Table 4

Comparison of estimated capacity between proposed models and traditional methods.

Site		(sec)	(veh/h)	(veh/h)		(veh/h)
4	1.87	0.699	1401	1209	13.72%	1925	37.38%
5	1.92	0.87	1290	1253	2.89%	1875	45.31%
6	1.99	0.79	1295	1415	9.27%	1809	39.70%

represents the saturation headway.
^b represents the observed delay for all vehicles.
^c represents the APE between the estimated capacity using the proposed method and capacity calculated using the observed data.
^d represents the APE between the estimated capacity using the HCM method and capacity calculated using the observed data.