Flexible Emergency Vehicle Network Design considering Stochastic Demands and Inverse-Direction Lanes

Table 1

Results of three design schemes in the running example.

Design schemes	Equilibrium link flows						TTT for auto users (mins)	TTT for EV users (mins)
	Scheme 1			1060		1060			–	60,367.06	2,374.38
Scheme 2			1060		1060	50	68,356.36	2,008.20
Scheme 3			1000		1000	60	68,181.82	1,740.55