Abstract
Two vehicular impact tests were conducted on a precast concrete median barrier (CMB) composed of 12.5 ft (3.81 m) segments with corrugated shear key ends. The barrier segments were connected by a continuous tensioned cable.
Two vehicular impact tests were conducted on a precast concrete median barrier (CMB) composed of 12.5 ft (3.81 m) segments with corrugated shear key ends. The barrier segments were connected by a continuous tensioned cable.
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