Also called: heavy lifting by strand jacks, deck section lifting, lifting gantry
lifting gantry with strand jacks section lifted at 5-20 m/h Strand jack lifting 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