This study develops an analytical dynamic traffic assignment (DTA) formulat
ion based on a dynamic extension of Wardrop's Principle, referred to as dyn
amic user optimal (DUO) (Ran and Boyce, 1996). We develop a gap function fo
r the corresponding nonlinear complementarity prolem (NCP) and prove that m
inimizing the gap function produces a solution that fulfills the ideal DUO
conditions. Existing analytical DTA formulations mostly use macroscopic lin
k travel time functions to model traffic. In general it is difficult for su
ch functions to capture traffic interactions across multiple links such as
queue spill-back and dynamic traffic phenomena such as shock-wave. Instead,
traffic in this formulation is modeled after the Cell-Transmission Model (
CTM) (Daganzo, 1994, 1995a). CTM provides a convergent approximation to the
Lighthill and Whitham (1955) and Richards (1956) (LWR) model and covers th
e full range of the fundamental diagram. This study transforms CTM in its e
ntirely to a set of mixed-integer constraints. The significance of this is
that it opens up CTM to a wide range of dynamic traffic optimization proble
ms, such as the DUO formulation developed herein, dynamic signal control, a
nd possibly other applications.