To alleviate traffic congestion, a variety of route guidance strategies has been proposed for intelligent transportation systems. A number of the strategies are proposed and investigated on a symmetric two-route traffic system over the past decade. To evaluate the strategies in a more general scenario, this paper conducts eight prevalent strategies on a asymmetric two-route traffic network with different slowdown behaviors on alternative routes. The results show that only mean velocity feedback strategy is able to equalize travel time, i.e., approximate user optimality; while the others fail due to incapability of establishing relations between the feedback parameters and travel time. The paper helps better understand these strategies, and suggests mean velocity feedback strategy if the authority intends to achieve user optimality.Nowadays traffic congestion has been one of the most prevalent city dis-2 eases. To alleviate the congestion, route guidance strategies, which recom-3 mend optimal route for drivers, are receiving extensive attention (see e.g. 6 2012). Over the past decade, a variety of route guidance strategies has also 7 been proposed and investigated in the field of physics, such as travel time 8 feedback strategy (TTFS) (Wahle and Bazzan, 2000), mean velocity feed-9 back strategy (MVFS) (Lee and Hui, 2001), congestion coefficient feedback 10 strategy (CCFS) (Wang et al., 2005), prediction feedback strategy (PFS) 11 (Dong et al., 2009), weighted congestion coefficient feedback strategy (WC-12 CFS) (Dong et al., 2010b), corresponding angle feedback strategy (CAFS) 13 (Dong and Ma, 2010), vehicle number feedback strategy (VNFS) (Dong et al., 14 2010a), vacancy length feedback strategy (VLFS) (Chen et al., 2012), etc.15All these strategies are proposed and studied in a symmetric two-route traf-16 fic network first adopted in Wahle and Bazzan (2000). The remarkable fea-17 tures of the traffic system are not only the same configurations of alterna-18 tive routes, but also the same slowdown probability utilized in the employed 19 Nagel-Schrekenberg model, which reflects drivers' imperfect break behaviors.
20However, the slowdown probability pertaining to routes is not the same most 21 of time in reality due to different traffic conditions on alternative routes, such 22 as different road types, different percentages of trucks, etc.
23The paper is thus dedicated to evaluating the effectiveness of the exist-24 ing strategies in a more general asymmetric two-route network with different 25 slowdown probability on alternative routes. The research will help better un-26 derstand these strategies and provide implications for practical applications 27 of the strategies. Toward the end, the remainder of the paper is organized as 28 follows: section 2 briefly describes eight route guidance strategies revisited 29 in the paper; section 3 introduces the traffic flow model and the user opti-30 mality; section 4 compares and evaluates the performance of these strategies 31 in symmetric and asymmetric traffic systems; co...