Employer: NRIC, PEPZHI Ruse
Period: 2002

The measurements were done in two phases – one in low and one in high water level. An examination of the existing design and geodetic base height were carried out and a deviation in the support beams from 19 to 37 /Bulgarian side of the bridge/ found, using two separate methods. The results were compared with those of previous studies and taking in consideration different combinations of traffic loads, the displacements in the hanging beams under the roadway were recorded and conclusions and recommendations made accordingly.