Root cause of differential movement at bridge transition zones

Abstract

The results of a Federal Railroad Administration research project into the factors that contribute to differential displacements at railroad track transitions are presented in this paper. Data from instrumented high-speed passenger (Amtrak) sites suggest that poorly supported ties increase the loads applied on the underlying ballast and can accelerate differential displacements. Poorly supported ties amplify the tie–ballast interaction, which eventually results in large permanent vertical displacements at those locations. This paper presents the location and depth at which permanent vertical displacements are occurring, the “root cause” of these permanent differential vertical displacements, and design and remedial measures that focus on reducing poorly supported ties in transition zones.