Reducing the allowable operating speed or placing temporary speed restrictions are common practices to 2 prevent further damage to the track when defects are detected related to certain track components. However, the speeds chosen for restricted operation are typically based on past experience without considering the magnitude of the impact load around the rail joints. Due to the discontinuity of geometry and track stiffness at the bolted rail joints, an impact load always exists. Thus, slower speeds may not necessarily reduce the stresses at the critical locations around the rail joint area to a safe level. Previously, the relationship between speed and the impact load around the rail joints has not been thoroughly investigated. Recent research performed at the University of Illinois at Urbana-Champaign (UIUC) has focused on investigating the rail response to load at the joint area. A finite element model (FEM) with the capability of simulating a moving wheel load has been developed to better understand the stress propagation at the joint area under different loading scenarios and track structures. This study investigated the relationship between train speed and impact load and corresponding stress propagation around the rail joints to better understand the effectiveness of speed restrictions for bolted joint track. Preliminary results from this study indicated the contact force at the wheel rail interface would not change monotonically with the changing train speed. In other words, when train speed was reduced, the maximum contact force at the wheel-rail interface may not necessarily reduce commensurately. Going forward, this method can be used to generate an optimized magnitude for speed reduction based on the specific loading environment and track structure with the objective of extending the track’s service life and reducing the potential for component failures.