Abstract
The Minnesota Department of Transportation (MnDOT) currently uses two bridge rail systems that are configured with a concrete bridge rail and a steel beam and post rail. The first is a concrete bridge rail with an attached bicycle and pedestrian rail and the second is a hybrid concrete bridge rail with a lower brush curb and an upper steel beam and post railing structure. Both bridge railings were previously developed and successfully crash tested under the safety criteria of NCHRP Report 350. MnDOT desired to evaluate these bridge railings to the current safety standards of AASHTO’s
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