ABSTRACT
In this paper, we present the results of the investigation of the cracks in the HPC pavement applied to the cable-stayed bridge. The survey was conducted by visual and nondestructive investigation. Non-destructive investigations were performed using Ultrasonic exploration and Multichannel Antenna Fixed Attachment. The findings were not significant damage to the structure. The pavement of bridges is an important component and needs to be monitored for crack changes.
