The existing bridge was in a dilapidated condition with bearing punched, bearing pedestals crushed, the deck slab concrete exposed, expansion joint damaged, the railing was totally damaged, span levels disturbed. The project is completed with strengthening of girders by increasing the density through epoxy injection grouting, repairing the spalled portion with micro concrete, increasing the thickness of the diaphragm through jacketing. Lifting the span and replacing the elastomeric bearings, removing the existing damaged expansion joint and replacing with new strip seal joint.