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HIRA Template

Scaffolding Risk Assessment Template 2026

OHSA-compliant hazard identification and risk assessment (HIRA) for scaffolding work. Covers Falls from height, Scaffold collapse, Falling materials, and more.

Instant Generation

AI creates your complete scaffolding HIRA in under 2 minutes.

OHSA Compliant

Meets Construction Regulations 2014 requirements for risk assessments.

Risk Matrix Included

Automated risk scoring with likelihood × severity calculations.

Scaffolding HIRA Categories

Hazard Categories Covered

  • Working at Heights
  • Manual Handling
  • Falling Objects
  • Structural Failure
  • Weather Hazards

Specific Hazards Addressed

  • Falls from height
  • Scaffold collapse
  • Falling materials
  • Manual handling injuries
  • Electrocution (near power lines)
  • Weather-related hazards
  • Struck by scaffold components

Risk Matrix Methodology

Our scaffolding HIRA uses a 5×5 risk matrix combining likelihood and severity to calculate risk scores. The AI automatically applies hierarchy of controls to reduce residual risk.

High Risk (15-25)

Work cannot proceed. Immediate controls required.

Medium Risk (8-14)

Additional controls needed before work starts.

Low Risk (1-7)

Work may proceed with standard precautions.

Key Scaffolding Risks & Controls

Scaffold structural failure

Our AI applies hierarchy of controls: elimination, substitution, engineering controls, administrative controls, and PPE.

Inadequate tie-ins

Our AI applies hierarchy of controls: elimination, substitution, engineering controls, administrative controls, and PPE.

Overloading platforms

Our AI applies hierarchy of controls: elimination, substitution, engineering controls, administrative controls, and PPE.

Incomplete or modified scaffolds

Our AI applies hierarchy of controls: elimination, substitution, engineering controls, administrative controls, and PPE.

Required PPE for Scaffolding Work

Hard hat
Safety boots (steel toe)
Safety harness and lanyard
High-visibility vest
Gloves
Safety glasses

Scaffolding Risk Assessment Requirements in South Africa

Scaffolding in South Africa is regulated by the OHSA Construction Regulations 2014 (Regulation 16) and SANS 10085 series. Falls from scaffolding remain one of the top three causes of construction fatalities in SA, making scaffold compliance a critical focus area for government tender evaluations. All scaffolding above 2 metres must be erected from a design by a competent person — and for scaffolds above 50 metres or with unusual loading, a Pr.Eng design is required. CIDB registration is not requried specifically for scaffolding as a standalone trade, but scaffolding contractors typically operate under CE or GB classes. Key tender requirements include: proof of scaffolder training (CETA-accredited), scaffold inspection registers, detailed erection/dismantling method statements, and a scaffold design document or engineering certificate. All scaffold inspectors must be formally appointed per Section 16(2) of the OHSA and must demonstrate competence in scaffold inspection per SANS 10085-1.

Key Risk Assessment Focus Areas for Scaffolding

Focus 1: Falls during erection and dismantling: the highest-risk activities. Specify leading-edge fall protection — advance guardrails or personal fall arrest during build

Focus 2: Scaffold collapse from inadequate tying or overloading: require structural calculation for non-standard configurations and specify maximum material storage loads

Focus 3: Falling objects from scaffold platforms: specify toe boards (150mm minimum height), debris netting, and exclusion zones at base

Focus 4: Electric shock from proximity to overhead power lines: specify minimum clearance (3m for <33kV) and non-conductive scaffold materials where required

Focus 5: Manual handling injuries from carrying tubes and fittings: specify mechanical lifting for components above 2nd lift where possible

Common Mistakes in Scaffolding Risk Assessments

Erecting scaffolding without a design document — Regulation 16 requires a competent person's design before erection starts, regardless of scaffold height

Not tying to the building at the required intervals — insufficient ties is the leading cause of scaffold collapse

Failing to maintain the inspection register — weekly inspections must be formally documented per Reg 16(3) with green/red tag display

Overloading working platforms beyond the specified duty class — common when trades store materials on scaffold without checking loading limits

Modifying scaffold without a revised design — removal of ties or bracing for access or work requires an engineering assessment

Key Legislation for Scaffolding Risk Assessments

Regulation / StandardRequirement
OHSA Construction Regulations 2014, Reg 16Scaffolding must be erected from a design. Weekly inspections by a competent person. Inspection register to be maintained. Green/red tag system for in-service/out-of-service.
SANS 10085-1:2013Design requirements for tube-and-coupler scaffolding — covers foundation design, loading classes (Duty 1-6), tie patterns, bracing, and inspection criteria.
SANS 10085-2Proprietary (system) scaffolding requirements — applies to Cuplock, Layher, Kwikstage, etc. Specific assembly rules, component compatibility, and load tables.
OHSA General Safety Regulations, Reg 13AFall protection plan required for all work above 2m. Applies to scaffold erection/dismantling phases where full guardrails are not yet in place.

Scaffolding Risk Assessment FAQ

Who is a "competent person" for scaffold design under Reg 16?
A competent person must have formal scaffold training, relevant experience, and knowledge of SANS 10085. For scaffolds above 50m or with unusual loads, the design must be done by a Pr.Eng (Professional Engineer) registered with ECSA.
How often must scaffolding be inspected?
Per Construction Regulation 16(3): after initial erection (before use), weekly thereafter, after any incident that could affect stability, after adverse weather (strong wind, rain), and after any modification. Each inspection must be recorded in the scaffold register.
What is the duty class system for scaffolding?
SANS 10085 defines duty classes 1-6 based on imposed load per platform: Duty 1 = inspection only (0.75kN/m²), Duty 4 = general building work (2.0kN/m²), Duty 6 = heavy duty (3.0kN/m²). Your method statement must specify the duty class based on the planned work activities.
Can scaffolders self-inspect their own scaffolding?
The erecting scaffolder should NOT be the sole inspector. The competent person who inspects must be independent of the erection team. Best practice is to appoint a dedicated scaffold inspector who inspects all scaffolds on site.

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