Concrete Cancer Repairs Sydney
Project works — Aquatic Centre Wet-Area Remediation Project works — Aquatic Centre Wet-Area Remediation
COMPLETED PROJECT 05Ryde, NSW

Aquatic Centre Wet-Area Remediation

Concourse, soffits, beams & columns remediation delivered at Ryde, NSW.

PROJECT VALUE$636,000
SCOPEConcourse, soffits, beams & columns
PROPERTY TYPEPublic Aquatic Facility
COMPLETED08 Aug 2025

Project Overview

This Ryde, NSW project involved concourse, soffits, beams & columns. Works were delivered under staged wet-area works conditions, with the repair programme focused on safe access, reinforcement treatment and durable concrete reinstatement.

LOCATIONRyde, NSW
DELIVERYStaged wet-area works
REPAIR SCOPEConcourse, soffits, beams & columns
ACCESSWet, humid conditions required staged access and repair systems suited to the environment.

THE PROBLEM

Concrete cancer and spalling affected pool edges, plant-room soffits, beams and columns in wet areas.

THE REPAIR

Loose concrete was removed, reinforcement treated, and wet-area repair mortars and protective coatings applied.

THE OUTCOME

Structural concrete was reinstated in controlled stages so unaffected areas could remain accessible.

SITE CONDITIONS

Wet, humid conditions required staged access and repair systems suited to the environment.

See The Transformation

Drag the slider to compare the affected concrete with the completed remediation.

After repair — Aquatic Centre Wet-Area Remediation Before repair — Aquatic Centre Wet-Area Remediation BEFOREAFTER

A Controlled Remedial Process

Each project follows the actual repair requirements, access constraints and site conditions.

01

Inspection & Defect Mapping

Affected areas were inspected, mapped and confirmed so the repair extent could be planned before breakout.

02

Controlled Concrete Breakout

Unsound and delaminated concrete was removed back to a sound substrate while surrounding areas were protected.

03

Reinforcement Treatment

Exposed reinforcement was cleaned, assessed and treated, with replacement or augmentation completed where required.

04

Structural Reinstatement

Compatible structural repair mortar was placed and finished to reinstate the original concrete profile.

05

Protective Interfaces

Repair edges, interfaces and exposed surfaces were detailed to suit the surrounding structure and site conditions.

06

Final Inspection

Completed repair areas were checked for finish, continuity and compliance before the work zone was handed back.

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