The span of an arch bridge is the clear horizontal distance between the springings (supports/abutments) of the arch—i.e., the unobstructed opening the arch bridges. It is the primary measure of the bridge's structural scale and a key determinant of its design, cost, and feasibility.
| Factor | Impact on Max Span |
|---|---|
| Material Strength | Stone/concrete: high compression, no tension. Steel: high tension & compression. CFRP: highest strength/weight. |
| Arch Geometry | Rise/span ratio (typically 1:4 to 1:8). Higher rise = lower thrust but taller structure. |
| Abutment Conditions | Bedrock = high capacity. Soil = requires massive foundations or tie rods. |
| Buckling Stability | Slender arches risk lateral/out-of-plane buckling; requires bracing. |
| Construction Method | Falsework (centering) limits span; cable-stayed erection, cantilevering, or incremental launching enable longer spans. |
| Cost | Rises non-linearly with span. Long spans need high-strength materials, complex analysis. |
| Bridge | Location | Material | Span | Year |
|---|---|---|---|---|
| Chaotianmen Yangtze River Bridge | Chongqing, China | Steel truss arch | 552 m (1,811 ft) | 2009 |
| Lupu Bridge | Shanghai, China | Steel box arch | 550 m (1,804 ft) | 2003 |
| New River Gorge Bridge | West Virginia, USA | Steel arch | 518 m (1,700 ft) | 1977 |
| Bayonne Bridge | NY/NJ, USA | Steel arch | 510 m (1,675 ft) | 1931 |
| Sydney Harbour Bridge | Sydney, Australia | Steel arch | 503 m (1,650 ft) | 1932 |
| Wushan Bridge | Chongqing, China | CFST (concrete-filled steel tube) arch | 460 m (1,509 ft) | 2005 |
| Danyang–Kunshan Grand Bridge | China (Beijing–Shanghai HSR) | Concrete viaduct (not a single arch span) | ~1,596 ft (longest bridge overall, not arch span) | 2010 |
Note: The Danyang–Kunshan is a viaduct with many short spans. The longest single concrete arch is the Wanxian Bridge (China, 420 m) or Kräklingbo Bridge (Sweden, 240 m). Records evolve rapidly in China.
The deck acts as a tie rod, absorbing horizontal thrust. Abutments only take vertical loads. This allows longer spans on weaker foundations and is dominant for modern medium/long spans.
The span of an arch bridge remains a direct expression of material science, structural ingenuity, and site geology—pushing the boundary of what compression can achieve.