Construction methods · Piers, pylons and abutments

Pier protection: fenders, dolphins and collision walls

A pier in a navigation route or beside a railway is protected from what can hit it: rubber fenders and floating fenders absorb ship energy, independent dolphins and artificial islands stop the ship before the pier, and a crash wall shields rail-side piers from derailed trains.

How bridges get built · Piers, pylons and abutments · Pier protection: fenders, dolphins and collision walls

Also called: ship impact protection, fender system, dolphin, crash wall

Pier protection: fenders, dolphins and collision walls — concept diagram
Concept diagram (TheBridgeEng)

How it is done

  1. Define the waterway and the design vessel fleet now and over the bridge life, with speeds, currents and the acceptance criterion (AASHTO annual frequency of collapse).
  2. Run the vessel-collision risk analysis: probability of aberrancy, geometric probability of hitting each pier, impact energy and the pier's resistance.
  3. Choose the defence: strengthen the pier, place dolphins (rock-filled sheet-pile cells or pile clusters), build protective islands, fit energy-absorbing fenders, or move piers out of reach with a longer span.
  4. Build from barges: install piles or cells, fill and cap them and place rock armour on filter layers; check the protection for scour and for its effect on currents and navigation.
  5. Fit navigation aids: pier and span lights, channel marks and, where justified, vessel monitoring and bridge-warning systems.
  6. Beside railways, set piers back, design them for derailment loads, or build crash walls to AREMA or EN 1991-1-7 requirements.
  7. Inspect after any contact and at regular intervals, and replace damaged fender units promptly.

Key numbers

Where it fits

  • Navigable rivers and channels, sea bridges near shipping lanes, piers close to railway tracks (within 7.6 m of the track centreline under AREMA, within 5 m under EN 1991-1-7).

Where it does not

  • Relying on pier strength alone against large vessels; the energy is enormous.

Choosing it

Plant, pace and money

PlantPiling barges, rock placement, fender installation crews.
ProductivityWeeks per pier.
CostUSD 1-20 million per protected pier depending on the vessel.

Risks and controls

What goes wrong

  • Under-estimating vessel size growth over the bridge life; scour around islands.

Quality assurance

Energy calculation reviewed, fender performance certificates, inspection after any contact.

Origins

Vessel-collision design became systematic after the Tasman Bridge (1975) and Sunshine Skyway (1980) collapses, leading to the AASHTO Guide Specification for Vessel Collision Design of Highway Bridges (1991).

Examples

Sunshine Skyway (rebuilt with dolphins after 1980), Francis Scott Key collapse in 2024 renewed attention; the game marks piers in the navigation route as unacceptable.

Case studies

Tasman Bridge, HobartAustralia · 1975The bulk carrier Lake Illawarra struck two piers; three spans fell and 12 people died.
Sunshine Skyway Bridge, Tampa BayUSA · 1980 / 1987The 1980 strike by the Summit Venture brought down a main span with 35 deaths; the 1987 replacement was built with dolphins and protective islands around its piers.
Francis Scott Key Bridge, BaltimoreUSA · 2024Collapsed when the container ship Dali struck a main pier, renewing vessel-collision risk assessment of existing bridges.

Related methods

Further reading

AASHTO Guide Specifications for Vessel Collision Design · Eurocode 1-7 · AREMA Manual for Railway Engineering, Chapter 8 · EN 1991-1-7 Accidental actions