Also called: full-span method, FSM precast, span carrier and launching gantry
How it is done
- Build a casting yard with 8-12 moulds, steam curing and a stacking area near the alignment.
- Load a span on the carrier (900 t class); drive along the completed deck to the gantry; the gantry lifts the span, moves it forward and lowers it onto the bearings.
- Cycle daily; the yard keeps ahead by several spans.
Where it fits
- Straight or gently curved viaducts with hundreds of identical spans, rail, flat terrain, no ground access.
Where it does not
- Fewer than about 100 spans (the yard and carrier cannot be amortised), spans over 40-45 m, tight curves, tall piers beyond gantry reach.
Plant, pace and money
PlantCasting yard, span carrier, launching gantry (900 t class), steam curing.
ProductivityOne span per shift; 10-20 km of viaduct per year per set.
CostDeck USD 900-1,400 per m2 at high-speed-rail scale; uneconomic below it.
Risks and controls
What goes wrong
- Gantry and carrier overturning, mould geometry error repeated hundreds of times, span cracking during transport.
Quality assurance
Mould survey, curing records, span camber and dimensions before dispatch, gantry procedures.
Examples
Beijing-Shanghai high-speed rail, Taiwan HSR, Honam and Suseo HSR in Korea.
In the bridge game
What Bridge Master applies when you pick it
Deck types: Full-span precast box, PSC U-girder, PSC I-girder. Spans 25-40 m, up to 45 m.
- +35: Kilometres of 30-55 m spans: gantry span-by-span.
- +15: Marine or urban viaduct with no ground access.
- -40: Gantry and yard cannot be amortised.
- -40: Beyond span-by-span.
- -20: Gantry geometry on tight curves is awkward.
- not allowed: Span-by-span gantry beyond feasibility.
Try it in the game →
Related methods
Further reading
Chinese TB standards for HSR viaducts · Taiwan HSR construction papers