Static Testing of a Bridge Using an Interferometric Radar: The Case Study of “Ponte degli Alpini,” Belluno, Italy

Table 1

P1	P2	P3	P4	P5	P6
0.10 ± 0.05	0.40 ± 0.05	0.47 ± 0.05	0.34 ± 0.05	0.44 ± 0.05	0.57 ± 0.05