Also called: heavy lifting by strand jacks, deck section lifting, lifting gantry
Concept diagram (TheBridgeEng)
How it is done Mount lifting gantries with strand jacks on the completed structure (main cable, deck edge, temporary towers). Position the load on a barge below; connect the strands; lift at 5-20 m per hour with synchronised jacks; land and connect. Repeat; strand jacks also lower, slide and launch.
Where it fits Suspension bridge deck erection, box girder sections for cable-stayed bridges, arch halves, spans up to 5,000 t or more. Where it does not Sites where a crane can do the lift faster; loads without a stable landing structure.
Plant, pace and money Plant Strand jacks (50-800 t each), gantries, power packs, control system.
Productivity One section per day in a lifting campaign.
Cost USD 50,000-150,000 per section; system hire per campaign.
Risks and controls What goes wrong Strand jack synchronisation failure, gantry overload, barge drift under a partially lifted load. Quality assurance Lift procedure with load monitoring, strand inspection, synchronisation tests.
Examples Every modern suspension bridge deck (Akashi, Great Belt, Xihoumen, Yi Sun-sin); Millau steel deck placement.
In the bridge game What Bridge Master applies when you pick it Deck types: Orthotropic steel box, Steel arch, Steel truss, Steel box girder, Cable-stayed, Suspension, Extradosed, Steel plate girder, Precast segmental box, Concrete arch, Network tied arch. Spans 100-300 m, up to 500 m.
+30: Central span over a shipping channel: float in and jack up. -40: Needs barge draft. Try it in the game →
Related methods
Further reading Enerpac and VSL heavy lifting guides · DNV-ST-N001