Also called: piece-by-piece erection, crane placement of steel, girder erection
bolted splice on a temporary tower Crane erection of steel girders Concept diagram (TheBridgeEng)
How it is done Fabricate girders in shop lengths of 12-30 m; deliver and stage. Set the first girder on bearings and hold it with the crane until braced; add the second and cross-frames; continue across the width. Assemble on the ground in pairs or units where the crane allows, to lift stable frames. Splice sections in the air on temporary towers or with strongbacks; then place the deck.
Where it fits Overpasses, valley bridges with road access, spans 30-90 m, steel arches and trusses assembled on the ground and lifted as units. Where it does not Piers in water without a trestle, unstable single girders left unbraced, heavy units beyond crane charts at the required radius.
Plant, pace and money Plant Crawler cranes 250-1,200 t, tandem lifts, temporary towers, bolting crews.
Productivity One to three days per span for plate girders; longer for trusses.
Cost Erection USD 300-600 per tonne; deck USD 1,400-2,200 per m2 in place.
Risks and controls What goes wrong Girder lateral-torsional instability before bracing (several collapses), tandem lift coordination, ground failure under outriggers. Quality assurance Erection engineering with stability check at every stage, lift plans, bolt tension inspection.
Examples The game's steel approach spans; most US and European steel overpasses.
In the bridge game What Bridge Master applies when you pick it Deck types: Steel plate girder, Steel box girder, Steel truss, Orthotropic steel box, Steel arch, PSC I-girder, PSC U-girder, Spliced PSC girder, Network tied arch. Spans 30-90 m, up to 120 m.
+25: Standard steel erection. +20: Light lifts in short windows. -35: Use barges or launching. -20: Reach limits; launching. Try it in the game →
Related methods
Further reading AASHTO/NSBA Steel Bridge Erection Guide Specification · AISC Steel Construction Manual