Experimental And Computational Investigation Of A Load-Posted Steel Beam Bridge

Bridges that are posted for load can cause a variety of issues for the people that use them and the entities that manage them. Load postings generally create detours for routes between origins and destinations of freight trucks, thereby causing additional traffic and a major impact on economic vitality. Load-posted bridges also create management issues for the state departments of transportation as they may require more stringent monitoring, inspection, and maintenance. For these reasons, it is desirable for states to have as few load-posted bridges in their inventory as possible. This paper examines an individual steel beam bridge and presents a methodology that led to the improvement of the load rating of the bridge in a safe and appropriate manner through load testing and refined modeling. The results of the load tests were used to develop new rating factors for the test vehicle and finite element method analysis models were used to develop new rating factors for the HS20 design truck. It was found that the bridge exhibited rating factors much higher than what it was posted for, and therefore the posting could be removed.