GeoMetrix was retained by the contractor (Ardy Rigging) to undertake an evaluation of the existing structure (Bridge Structure 9 FGP STR 1.7) ability to bear lateral loads while undergoing jacking. The existing structure is a horizontally curved one lane bridge, having five bearings, each secured by two anchor bolts. The evaluation was undertaken to determine if the remaining bearings would be able to withstand lateral loads due to traffic and wind, while up to four of the bearings and anchor bolts were no longer resisting lateral loads while being replaced.