Also called: cantilever arch erection, stayed cantilever arch, tie-back arch erection
temporary tower + stays closure each half cantilevered from the springing, held by stays Arch erection by cantilever with stays Concept diagram (TheBridgeEng)
How it is done Build the abutments and springings; erect temporary towers on the abutments or piers and the anchorages behind them. Advance the arch halves segment by segment; install a stay pair to each new segment and adjust the forces to keep the arch on its theoretical line. Close at the crown with a closure segment or a jacked key; release the stays in a controlled sequence; build the spandrel columns and deck.
Where it fits Concrete arches of 150-450 m and steel arches of 200-550 m over deep valleys and rivers; sites where a cable crane or float-in is not possible. Where it does not Spans small enough for falsework or a whole-lift; sites without room for the tie-back anchorages.
Plant, pace and money Plant Form travellers or segment lifting cranes, temporary towers, stay cables and jacks, anchorages, survey.
Productivity A segment pair per week; a 300 m arch in a year.
Cost Arch USD 3,000-6,000 per m2 of deck for the arch and temporary works.
Risks and controls What goes wrong Stay force errors distorting the arch, tower instability, crown misfit, wind on the cantilevers. Quality assurance Construction control with stage analysis, daily survey, stay force measurement, closure at the planned temperature.
Examples Krk (390 m, 1980), Wanxian (420 m, concrete), Chaotianmen (552 m, steel), Almonte (384 m), Hoover Dam bypass (323 m).
In the bridge game What Bridge Master applies when you pick it Deck types: Concrete arch, Steel arch, Steel truss, Network tied arch. Spans 100-400 m, up to 450 m.
+30: Gorge arch: cantilever with stays. -10: Long stayed cantilevers in wind need extra ties. Try it in the game →
Related methods
Further reading fib Bulletin on arch bridges · Chen and Duan, Bridge Engineering Handbook (arch chapter)