Projects &
Case Study.

Bridge Remediation

Before — corroded bracket
⚠ Before — Structural Failure

Bridge
Saved.

A pedestrian bridge had been sagging for years. The original tie rod mounting brackets corroded completely through — structural failure at critical connection points. EWOK Projects designed and fabricated an entirely new tie rod system, replaced failed timber with I-beam sections, straightened bent railway track components, and jacked the bridge back to its original position.

25–35mm
Precision Lift
I-Beam
Replaced Timber
0
Issues Since
Full
Refurbishment

The Refurbishment Process

The problem
01 — The Problem

Structural Failure

Brackets corroded through. Timber failed. Structure sagging 25–35mm below original level.

Access
02 — Access

Scaffold & Assess

Full scaffold over the river. Every connection point inspected and documented before work began.

Refurbish
03 — Refurbish

Strip & Fabricate

Timber replaced with I-beam. New brackets fabricated in workshop. Bent track sections straightened.

Complete
04 — Complete

Lift & Hand Over

Tie rods tensioned. Bridge jacked 25–35mm back to original position. Plumb, level, to spec.

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