Crack characteristics
Assessment should consider the crack pattern, width, depth, location, continuity, displacement, moisture, staining, surrounding deterioration and whether the crack is stable or changing.
Existing concrete assets
SCE Corp delivers suitable concrete crack remediation scopes across Sydney and selected NSW locations following cause assessment, defined repair design or specification, safe access planning, quality controls and project-specific approval.
Cracks can result from drying shrinkage, thermal change, restraint, movement, settlement, loading, impact, reinforcement corrosion, water entry, construction joints, detailing or other conditions. The visible width alone does not establish the cause, whether movement is active, the structural significance or the correct treatment.
Where cracking is associated with instability, falling material, significant displacement or rapid change, access restrictions, make-safe controls and urgent professional assessment may be required before ordinary repair planning.
Assessment should consider the crack pattern, width, depth, location, continuity, displacement, moisture, staining, surrounding deterioration and whether the crack is stable or changing.
The responsible engineer, consultant or other appropriately qualified or registered practitioner determines the required investigation, structural significance, repair design, regulated documentation and acceptance requirements where applicable.
The scope must account for water pressure, contaminants, temperature, substrate condition, access, occupants, services, work at height, containment, temporary controls, curing and the required programme.
Confirm the asset, crack locations, observed changes, urgency, water entry, available reports and drawings, previous repairs, access and required outcome.
Establish the inspections, monitoring, testing, opening-up, engineer or consultant input and temporary controls required to understand the cracking.
Translate accepted findings and design information into defined repair areas, preparation, materials, sequencing, hold points, exclusions and acceptance requirements.
Coordinate access, isolation, occupant or public protection, dust and debris controls, water management, work at height, temporary works and the delivery programme.
Complete the contracted work using the specified preparation, treatment, curing, protection and inspection controls for the verified substrate and crack condition.
Provide the agreed records and identify any outstanding monitoring, maintenance or consultant requirements without overstating the achieved outcome.
A defined scope may include crack preparation, routing and sealing, specified resin injection, flexible treatment, joint repair, local concrete reinstatement, water-management measures, protective coatings or related repairs. Not every method is suitable for every crack.
Rigid injection may be unsuitable where ongoing movement must be accommodated. A leaking crack may require the moisture source, water pressure and drainage or waterproofing interface to be addressed. Cracking linked to corrosion, movement, load or substrate failure may require a broader remedial or structural pathway.
SCE's role is limited to the construction and coordination responsibilities included in its contract. Engineering assessment, regulated design, declarations and certification remain with the appropriately qualified or registered parties where required.
Scopes may require coordination with owners, owners corporations, strata and facility managers, asset owners, consultants, principal contractors, occupants and affected neighbours.
Project controls may include crack mapping, movement records, substrate acceptance, preparation checks, product and batch records, application conditions, curing, photographs, hold points and consultant inspections where specified.
Close-out should reflect the agreed scope and may include repair locations, product information, photographs, inspection records and identified monitoring or maintenance requirements.
Review the parent service where the concern includes broader concrete deterioration, spalling or reinforcement-related defects.
Use the concrete-cancer pathway where reinforcement corrosion, rust staining, delamination, spalling or exposed reinforcement is the primary concern.
Use the structural pathway where cracking may relate to movement, load, deformation, structural adequacy or a broader engineered remedial scope.
Review the related structural-remedial pathway where a defined scope concerns broader concrete repair rather than crack-specific investigation and treatment.
Verify SCE Corp's ISO 9001, ISO 14001 and ISO 45001 certifications, NSW DBP registration, contractor licence and insurance records.
Review relevant project records by scope, contractual role, constraints and the evidence available for the completed work.
Use the Remedial Planning Tool to identify whether make-safe, investigation, consultant review or a defined contractor scope may be the next step.
Availability depends on scope, access, approvals, safety, programme and commercial fit.
Concrete can crack because of drying shrinkage, thermal change, restraint, movement, settlement, loading, impact, reinforcement corrosion, water entry, joint behaviour, detailing or construction conditions. The crack pattern and surrounding evidence must be assessed before its cause is assigned.
Urgent assessment may be warranted where cracking is new or changing rapidly, has significant width or displacement, is associated with distortion, instability, falling material, exposed reinforcement or water entry, or affects a critical structural element. Appropriate access and make-safe controls may also be required.
The required assessment depends on the asset and concern. It may include visual inspection, crack mapping and measurement, movement monitoring, moisture or corrosion-related checks, opening-up, review of drawings and earlier repairs, and engineering or consultant input. The responsible professional determines what investigation is necessary.
The accepted scope may use preparation and sealing, specified resin injection, flexible treatment, joint repair, local reinstatement, water-management measures, coatings or related structural or remedial work. The verified cause, movement, depth, moisture, substrate, exposure and design purpose determine the suitable method.
No. Injection may be appropriate for some defined conditions, but the resin type, crack moisture, depth, access, movement and intended structural or water-control purpose must be considered. Active movement, contamination, water pressure or an unresolved underlying cause may require a different or broader repair approach.
It may apply to certain regulated building work and design activities. Applicability depends on the building, work and statutory definitions. Required registered practitioners, regulated designs, declarations and compliance steps should be confirmed before relevant work proceeds.
Provide the address, asset type, photographs, crack locations and history, observed changes, water entry, available reports and drawings, repair specification if prepared, previous repairs, access constraints, approval status, operating restrictions and required programme. SCE can then assess whether the scope is sufficiently defined and commercially suitable or whether further investigation is required first.
Send the available reports, drawings, photographs, crack history, repair requirements, access constraints and programme so SCE can assess scope definition, responsibilities and commercial fit.