🌉 Issue 10 — Public-Private Risk Allocation & Marine Erection

Canada's first P3 made completion risk collateral, not clause

A $200M performance bond. A $73M letter of credit against overruns. A single floating crane placing 7,500-tonne components through ice.

Northumberland Strait, Canada · Public-Private Partnership · Opened May 1997
Confederation Bridge under construction over the Northumberland Strait, showing balanced-cantilever pier units in place before the drop-in spans close the gaps
The Confederation Bridge under construction across the Northumberland Strait — main girders placed, awaiting closure.
Photo: CC BY 2.0, via Wikimedia Commons.
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The Confederation Bridge

Construction began October 7, 1993. SCDI didn't just accept the risk of failure — it had to prove it with money on the table before construction started.

The federal government's brief was explicit: technically sound, cost certain, date certain, with all completion risk assumed by the private sector. SCDI met that brief with a security package required as part of the deal — a $200 million performance bond, a $20 million labour and materials bond, a $35 million defects assurance bond, and a separate $73 million letter of credit reserved specifically against cost overruns.

Then the real problem started. The Strait freezes for roughly a third of the year, with ice driven by tides that reverse twice daily. No fixed structure of this scale had crossed ice-covered salt water before. The piers would have to survive not a single design load, but decades of cyclical impact.

SCDI's answer was the Svanen — a purpose-adapted floating crane — placing prefabricated components manufactured onshore on Prince Edward Island, including main cantilever elements weighing up to 7,500 tonnes, the maximum the vessel could handle. The bridge opened May 31, 1997, under what CCPPP records as a $1.5 billion design-build-finance-maintain-operate partnership.

12.9 km
Total length
65
Piers
7,500 t
Max component weight placed
$1.5B
Value of partnership

Diagram — Pier Erection Sequence & Ice Loading, Northumberland Strait

CONFEDERATION BRIDGE — MAIN PIER, TYPICAL BAY (SECTION) NAVIGATION CLEARANCE: 40 m (near-shore) — 60 m (main channel) SVANEN — 7,500 t MAX MAIN CANTILEVER ELEMENT · UP TO 7,500 t MEAN SEA LEVEL ICE SHEET — UP TO 1 m THICK TIDAL FLOW — REVERSES 2×/DAY TWO-CONE ICE SHIELD 52° lower cone → ice fails in flexure 78° upper cone above mean sea level SEABED — RING FOOTING, FILLED UNDERWATER SPAN TO NEXT PIER: ~250 m (65 PIERS TOTAL, 12.9 km) WHAT THE PHYSICAL SEQUENCE DOES NOT SHOW Every lift above depended on separate bonds and a letter of credit posted before construction started — collateral that protected the government's position, not the crane, the ice shield, or the erection sequence itself. EE&HL Network 2026

Diagram: Original — EE&HL Network 2026

The bonds guaranteed the government wouldn't absorb a failure. They didn't guarantee the ice wouldn't win.

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Sources: Canadian Council for Public-Private Partnerships (CCPPP), "Confederation Bridge: Canada's first P3 to open"; Memorial University of Newfoundland, "Effects of Ice Loads on the Confederation Bridge"; ScienceDirect, "Confederation Bridge — an overview" (Combault et al.).

© 2026 ENERGOIL LIMITED · EE&HL Network · All rights reserved.

Marco Torri
Founder and Editor, EE&HL Network · Commercial intelligence for erection engineering & heavy lift