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The paper evaluates the influence of the maximum vehicle acceleration andvariable proportions of ACC/CACC vehicles on the throughput of an intersection.Two cases are studied: (1) free road downstream of the intersection; and (2)red light at some distance downstream of the intersection. Simulation of a4-mile stretch of an arterial with 13 signalized intersections is used toevaluate the impact of (C)ACC vehicles on the mean and standard deviation oftravel time as the proportion of (C)ACC vehicles is increased. The resultssuggest a very high urban mobility benefit of (C)ACC vehicles at little or nocost in infrastructure.

Effect of Adaptive and Cooperative Adaptive Cruise Control on Throughput of Signalized Arterials