Also called: span-by-span erection, overhead gantry, underslung gantry, segmental viaduct
How it is done
- Cast segments short-line in a yard (one segment per cell per day), store, deliver by truck or along the deck.
- Hang all segments of the span from the gantry on temporary bars, align, apply epoxy, close with temporary PT.
- Thread and stress the external or internal tendons, set the span on bearings, launch the gantry.
Where it fits
- Viaducts with 30-50 m spans and more than 15-20 spans, urban and marine settings, metros, tight sites with only overhead access.
Where it does not
- Few spans, varying spans, spans over 50-55 m (weight), sharp curves for overhead gantries.
Plant, pace and money
PlantGantry 80-120 m, 300-600 t; casting yard with short-line cells; segment transport.
ProductivityOne span per two to four days per gantry.
CostDeck USD 1,300-1,900 per m2 including yard and gantry over a long viaduct.
Risks and controls
What goes wrong
- Gantry collapse during launching (several accidents), epoxy joint failure, geometry error accumulating across segments, temporary bar failure.
Quality assurance
Match-cast geometry control in the yard, epoxy application in temperature limits, stressing records, gantry launch procedure.
Examples
Dubai Metro, Bangkok, Hong Kong-Zhuhai-Macau approaches, Sheikh Zayed Bridge approaches, many US urban viaducts.
In the bridge game
What Bridge Master applies when you pick it
Deck types: Precast segmental box, PSC box (cast in place), PSC I-girder, PSC U-girder, Voided slab. Spans 30-50 m, up to 60 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
ASBI Construction Practices Handbook · AASHTO Guide Specifications for Segmental Bridges