Construction methods · Cable-supported and arch bridges

Aerial spinning of main cables

A spinning wheel carries loops of 5 mm galvanised wire across the span between the anchorages, thousands of times, building the main cable wire by wire in strands of several hundred wires that are then compacted into a circular cable. The traditional method of American and European suspension bridges; today it competes with PPWS where cables are very large or strand reels are hard to deliver, while PPWS has built the longest spans (Akashi Kaikyo, 1915 Çanakkale).

How bridges get built · Cable-supported and arch bridges · Aerial spinning of main cables

Also called: AS method, spinning wheel, wire-by-wire cable erection

How it is done

  1. Build the catwalks and install the tramway: an endless hauling rope driven by a winch, carrying one or two spinning wheels that shuttle between the anchorages.
  2. Set up wire reels and an unreeling station with tension control at the anchorage; join wire coils end to end with ferrules into a continuous wire.
  3. Each pass of the wheel lays a loop of wire across the full length, around the strand shoe at the far anchorage, and the wires are placed in strand-forming frames along the catwalk.
  4. Control sag: in traditional spinning each wire or group is set to a guide wire at night; in controlled-tension spinning the wire is laid at a set tension so that mainly strand-level adjustment is needed.
  5. When a strand reaches its wire count (typically 250–550 wires), band it, lift it into its place in the saddles and splay castings, and adjust its sag against the reference strand at stable night temperature.
  6. After all strands are placed, compact the cable with a hydraulic compactor to a void ratio of about 18–20 %, fit cable bands, then wrap and dehumidify.
  7. Record wire counts, splice positions and strand sag readings as the cable's as-built record.

Key numbers

Where it fits

  • Large main cables and sites where heavy PPWS reels are hard to transport or handle; contractors with spinning crews and equipment; established European and American practice (Golden Gate, Verrazzano-Narrows, Humber, Great Belt East).

Where it does not

  • Programmes where cable erection is on the critical path and a PPWS fabricator is available; PPWS has been preferred for most Asian spans, including the longest ones.

Choosing it

Plant, pace and money

PlantSpinning wheels and tramway, catwalk, adjustment gantries, compactors.
ProductivityMonths: typically 5–12 months for the pair of main cables of a long span (Golden Gate about six months in 1935–36).
CostCable USD 8,000-15,000 per tonne installed.

Risks and controls

What goes wrong

  • Wire sag errors, wire breaks, weather stoppages, wire corrosion before wrapping.

Quality assurance

Sag adjustment of every strand relative to a reference strand, wire counts, compaction diameter checks.

Origins

Louis Vicat developed in-situ spinning of wire cables in France around 1830, and John A. Roebling refined it in the United States; the Brooklyn Bridge (1883) was the first with steel wire spun in place.

Examples

Brooklyn, Golden Gate, Verrazzano-Narrows, Humber and Great Belt East were spun; by contrast Akashi Kaikyo and Xihoumen used PPWS.

Case studies

Brooklyn BridgeUSA · 1883First steel-wire spun cables; substandard wire supplied by the contractor J. Lloyd Haigh was found after it had been spun in, and extra wires were added to each cable to compensate.
Golden Gate BridgeUSA · 1937Each main cable has 27,572 wires in 61 strands; spinning took about six months in 1935–36.
Great Belt East BridgeDenmark · 1998Main cables for the 1,624 m span formed by aerial spinning, one of the largest spun cables of recent decades.

Related methods

Further reading

Gimsing and Georgakis · Steinman and Watson, Bridges and Their Builders