“…Special attention is paid to establishing the orientation of the total stations using the ensemble of monitored points of which none are known to be stable. Roberts et al (2017) present a study of GNSS-based deformation monitoring of a large suspension bridge. The original time series of coordinates of selected points on the cables and towers of the bridge showed short-term deformations up to 25 cm in height and 1-3 cm horizontally, mainly as a result of traffic load.…”