Placement Distance of Freeway Exit Advance Guide Sign and Its Safety Impacts

To remedy the empirical pitfalls of current chinese specifications and MUTCD 2009 guidelines in determining the placement distance of freeway exit advance guide signs, the driving maneuver of exiting traffic is analyzed and the factors influencing placement distance are explored. Variables including the number of lanes, lane width, lane-changing time, driver's visual characteristics, sign installation methods and operating speeds on both freeway mainlines and exit ramps are found significant in explaining exit safety. Three different installation methods, namely ground installation, overhead installation and median installation, are introduced and their applicable conditions are given. Models, with the same structure among the three installation methods, are developed to compute the placement distance under different roadway geometric and traffic conditions. Taking overhead installation as an example, simulation results in TSIS-CORSIM show that the proposed distance reduces the number of lane changes in the area from the ramp nose to 500 m upstream by 58.93% compared with current Chinese specifications and 27.35% compared with MUTCD 2009 guidelines. Thus, the distances recommended in this paper have a better safety performance.