GBG Australia undertook a non destructive investigation to determine the condition of the concrete within a bridge in central NSW. A number of Surface Penetrating Radar (GPR) and Schimdt Hammer surveys were conducted to gain the required information. As well as this a number of cores were extracted to perform strength testing.
Figure 1: Site View.
Figure 2: Site View.
Figure 3: A Schmidt Hammer test being conducted on the soffit of the bridge.
Figure 4: A core taken onsite.