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Shotcrete & Gunite Application SWMS

NSW β€” Shotcrete & Gunite Application. Full task scope, hazards and controls to be authored to Phase 1 standard.

βš–οΈWHS Regulation 2025 & Codes of Practice β€” legally binding from 1 July 2026 (s26A)
πŸ‘·Reviewed by certified occupational health and safety professionals
πŸ—ΊοΈState-specific variants for all 8 Australian jurisdictions
$199 AUDβœ“ Instant Download Available

SWMS variants reference your state’s WHS legislation. Instant download after payment.

Shotcrete and gunite application is the pneumatic spraying of concrete onto surfaces for slope stabilisation, pools, tunnel and structural linings. It is high risk construction work under the WHS Regulation because it is carried out with powered mobile plant and high-pressure spray equipment, frequently on batters and slopes where the footing or cut exceeds 1.5 m, and often from height above 2 m (s291), so a SWMS is mandatory (s299). The central hazard is the high-pressure material stream: a hose can burst at full pressure, a nozzle can disconnect and whip the hose, and the spray and rebound strike the nozzleman and adjacent workers. The dry-mix process in particular generates substantial respirable crystalline silica, making P3 respiratory protection and fit-testing mandatory; wet-mix silica is lower but still significant. Alongside sit the working-at-height exposure on EWPs and scaffolds, the alkaline concrete burns (pH 12-13) and eye burns from spatter and overspray, and the powered plant in the work zone. The SWMS controls the pressure equipment, whip restraints and exclusion zone, silica extraction and RPE, fall protection and rebound management. It supports the engineered mix and structure to AS 3600 and AS 4458 and does not replace the engineer's design. It is supplied in eight jurisdiction editions, each citing its own Act, Regulation and regulator.

Hazards identified

8 hazards covered, sorted by priority.

Hose burst at full pressure, or nozzle disconnection causing hose whipHIGH

High-energy impact injury to the nozzleman and nearby workers

Respirable crystalline silica from dry-mix (and wet-mix) shotcreteHIGH

Silicosis and lung disease; exposure exceeding the 0.05 mg/m3 WES (WHS Reg Part 7.1)

Rebound and spray impact on the nozzleman and adjacent workersHIGH

Impact and eye injury from ejected material

Fall from an EWP basket or scaffold above 2 m during applicationHIGH

Fall fatality or serious injury (WHS Reg Part 4.4)

Powered mobile plant and pumps in the application zoneHIGH

Struck-by or crush injury

Skin chemical burn from shotcrete (pH 12-13) during application and clean-upMEDIUM

Alkaline burns to skin from contact and overspray

Eye chemical burn from spatter and oversprayMEDIUM

Corneal burn and eye injury

Batter or cut-face instability where slope stabilisation is being appliedHIGH

Rockfall or collapse onto the crew

Control measures

Hierarchy-of-controls order: elimination β†’ substitution β†’ isolation β†’ engineering β†’ administrative β†’ PPE.

  1. 1Elimination β€” Use cast or precast facing where the geometry allows so pneumatic spraying is eliminated
  2. 2Substitution β€” Substitute the wet-mix process for dry-mix to substantially cut airborne silica, and remote/robotic nozzles for hand application at height
  3. 3Engineering β€” Pressure equipment maintained and inspected to AS 4458 with a current certificate, hoses inspected pre-use, and whip-stop devices at all couplings
  4. 4Engineering β€” Exclusion zone within the whip radius (3-5 m) and rebound-protected positions for adjacent workers
  5. 5Engineering β€” On-nozzle or local dust suppression/extraction for silica, and EWP or scaffold with edge protection for work above 2 m
  6. 6Administrative β€” Certified nozzleman (ACI CP-60 or equivalent) with annual assessment, and an engineer-approved trial panel before structural production
  7. 7Administrative β€” Silica exposure monitoring and health monitoring for silica-exposed workers, with respirator fit-testing
  8. 8Administrative β€” Batter/cut-face stability assessment before slope-stabilisation shotcrete, and a plant traffic-management plan
  9. 9PPE β€” P3 respiratory protection (mandatory for dry-mix), fit-tested, plus eye/face protection against rebound
  10. 10PPE β€” Alkali-resistant gloves, Type 1 hard hat, high-visibility clothing and non-slip footwear

Applicable Codes of Practice

Concrete and Concreting Work Code of Practiceβš– Legally binding Β· 1 Jul 2026

Duties for shotcrete placement

Working with Silica and Silica Containing Products Code of Practiceβš– Legally binding Β· 1 Jul 2026

Governing code for respirable crystalline silica control

Managing the Risks of Plant in the Workplace Code of Practiceβš– Legally binding Β· 1 Jul 2026

Duties for pressure equipment and powered mobile plant

Managing the Risk of Falls at Workplaces Code of Practiceβš– Legally binding Β· 1 Jul 2026

Fall-protection duties for EWP and scaffold work

AS 4458 Pressure equipment β€” Manufacture

Reference for the shotcrete pressure equipment

AS/NZS 1715 / 1716 Respiratory protective equipment

Selection, fit-testing and use of P3 RPE

AS 3600 Concrete structures

Structural concrete reference for sprayed linings

High-Risk Construction Work triggered

s291(a)
Involves a risk of a person falling more than 2 metres

Application from EWPs and scaffolds on batters and structures occurs more than 2 m above the surface.

s291(g)
Is carried out in or near a shaft or trench deeper than 1.5 metres, or a tunnel

Slope-stabilisation and cut faces frequently exceed 1.5 m.

s291(o)
Is carried out in an area at a workplace in which there is any movement of powered mobile plant

Pumps and powered mobile plant operate in the application zone.

Legal consequence

Who this is for

  • β†’Shotcrete and gunite contractors
  • β†’Slope-stabilisation contractors
  • β†’Swimming-pool builders
  • β†’Tunnel-lining contractors
  • β†’Certified nozzlemen and pump operators

What you receive

  • βœ“Editable DOCX template β€” Microsoft Word compatible
  • βœ“State-specific WHS legislation schedule (NSW/VIC/QLD/SA/WA/TAS/NT/ACT)
  • βœ“Hazard register with risk ratings + hierarchy-of-control mapping
  • βœ“Worker sign-on register, pre-start checklist, and incident escalation flow

Worked example

At 7:00 am a crew from Apex Shotcrete sets up to stabilise a rock batter. The nozzleman is CP-60 certified and the engineer has approved the trial panel. Before spraying, the hoses are inspected, whip-stops are fitted at every coupling, and a 4 m exclusion zone is marked so no one stands in the whip line. Because the batter is high, the crew work from an EWP with edge protection and are clipped on above 2 m, and the face has been checked for loose rock before anyone works beneath it. They are running the wet-mix process to keep silica down, and every worker is in a fit-tested P3 respirator with local suppression at the nozzle; the silica-exposed crew are on the health-monitoring program. When a hose coupling shows wear, spraying stops and it is replaced before pressure is restored. Rebound is directed away from the adjacent scaffold crew, who are behind a rebound screen. The crew work in alkali-resistant gloves and eye protection against overspray. The panel is completed and signed off against the trial standard.

Related legislation

  • WHS Act 2011 (model)
  • WHS Regulation 2025
  • Working with Silica and Silica Containing Products Code of Practice
  • AS 4458 Pressure equipment β€” Manufacture

Frequently asked questions

Is shotcrete application high risk construction work?

Yes, typically on three grounds. Application from an elevated work platform or scaffold on a batter or structure occurs more than 2 metres up, engaging section 291(a) of the WHS Regulation. Slope-stabilisation and cut faces frequently exceed 1.5 metres, engaging section 291(g). Pumps and other powered mobile plant operate in the application zone, engaging section 291(o). Section 299 then requires a SWMS prepared in consultation with the crew and kept on site. The document is supplied in eight jurisdiction editions, each citing its own Act, Regulation and regulator, and supports the engineered mix and structure rather than replacing the engineer's design.

Does the nozzleman need a formal certification?

Yes. The document requires a certified nozzleman holding ACI CP-60 or an equivalent qualification, with annual reassessment rather than a one-off ticket held for a decade. Nozzle technique is a structural matter as much as a safety one, because the angle, distance and gun handling determine whether the placed material achieves design strength or traps rebound and voids in the layer. On top of the certification, an engineer-approved trial panel must be shot and accepted before any structural production work begins, and the completed work is signed off against that trial standard. Pump operators are covered by the plant competency requirements alongside.

Is P3 respiratory protection really needed, or is P2 enough?

For dry-mix, P3 is mandatory and it is fit-tested β€” no exceptions. The dry-mix process generates substantial respirable crystalline silica because the material is conveyed dry and hydrated at the nozzle, so dust liberation happens right in the operator's breathing zone. Wet-mix generates considerably less, which is why the document pushes the substitution to wet-mix as a primary control, but the exposure is still significant enough to warrant fit-tested protection and on-nozzle or local suppression. Silica exposure monitoring runs alongside, and workers with ongoing exposure are enrolled in health monitoring rather than tested once and forgotten.

What stops a shotcrete hose whipping if it lets go?

Whip-stop devices fitted at every coupling, backed by an exclusion zone set within the whip radius β€” typically 3 to 5 metres β€” so nobody is standing in the arc while the line is live. The pressure equipment itself is maintained and inspected to AS 4458 with a current certificate, and hoses are inspected before each use rather than at a scheduled interval. The operating rule is simple and it gets followed: if a coupling shows wear mid-shift, spraying stops and it is replaced before pressure is restored. Adjacent workers are positioned behind rebound protection, since rebound strikes people who are not holding the nozzle.

What does this cover, and what do I receive?

Scope runs across slope and batter stabilisation, pool shells, tunnel linings and structural linings, covering set-up, application, rebound management and clean-up. Where slope stabilisation is involved, a batter and cut-face stability assessment is required before anyone works beneath the face. You receive an editable Microsoft Word document, bought once, with the hazard register and risk ratings, the full control set, the worker sign-on record and the legislation schedule for your state. It supports engineered work to AS 3600 and AS 4458 and does not replace the engineer's design, the mix specification or the trial panel approval.

What's in this SWMS

Document details

Regulation
Work Health and Safety Regulation 2025 (NSW), Section 291 β€” High Risk Construction Work
HRCW Category
s. 291(a) β€” Risk of fall greater than 2 metres; s. 291(o) β€” Work where there is movement of powered mobile plant
Hazards Identified
8 hazards with controls
Format
Editable DOCX (Microsoft Word)
Author
Certified Industrial Hygienist (CIH)
Delivery
Instant download after payment
CIH-reviewed SWMS Β· from $99 Β· instant download

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