A nondestructive inspection of the Commodore Barry Bridge deck, including the Route 130 bridge deck, the elevated sections of the access ramps extending to PA Route 13, and the access ramps from PA Route 291, in Logan Township, NJ was performed using Ground Penetrating Radar (GPR) combined with High Resolution Imaging (HRI) of the bridge deck surface, both of which were performed at the posted highway speed. The objectives of the GPR inspection were to provide an up‐to‐date assessment of the physical condition of the concrete deck, including the overall quantity of corrosion induced delaminated concrete within the bridge as well as the depth to the top reinforcement.