01
European conformity
European bridge projects specify EN 10138, and the strand has to be supplied and documented against that standard.
Netherlands · Project case
Erasmus Bridge, Rotterdam
Prestressed steel strand and accessories for the iconic Erasmus Bridge in Rotterdam, Netherlands.
Bridges
Strand and accessories for a signature bridge
Global Overseas supplied prestressed steel strand and accessories for the Erasmus Bridge in Rotterdam, Netherlands. Signature bridge projects combine long spans, high-visibility engineering and strict European conformity requirements, which means the strand has to be supplied against the European standard named in the specification and documented accordingly.
European bridge projects also typically require a defined inspection and documentation regime before shipment. Supplying strand, anchorage and accessories as a compatible package, with the test records traceable to the delivered coils, is what makes that regime workable for the contractor.
PC Strand
EN 10138
Bridge
Netherlands
Rotterdam
Bridge
Signature structure
EN 10138
European standard
2025
Supply year
Why it matters
What precast prestressing demands from the strand
02
Documentation regime
European contracts often require a defined inspection and document set before shipment, not after arrival.
03
Long-span demands
Signature bridges combine long spans with high visibility, so deviation from the specification is not an option.
04
Package supply
Strand, anchorage and accessories supplied together remove interface risk on a high-profile project.
Scope of this case
What this page does and does not claim
This page describes the prestressed concrete strand and accessories supplied by Global Overseas for this project. It does not claim design authorship, engineering responsibility, general contracting, or ownership of the structure. Project names and locations are stated for reference only. For the exact product specification, quantity and documentation supplied on this or any project, contact our export team.
Supplying a precast or post-tensioning project?
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