Shotcrete & Gunite Application SWMS
NSW β Shotcrete & Gunite Application. Full task scope, hazards and controls to be authored to Phase 1 standard.
SWMS variants reference your stateβs 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.
High-energy impact injury to the nozzleman and nearby workers
Silicosis and lung disease; exposure exceeding the 0.05 mg/m3 WES (WHS Reg Part 7.1)
Impact and eye injury from ejected material
Fall fatality or serious injury (WHS Reg Part 4.4)
Struck-by or crush injury
Alkaline burns to skin from contact and overspray
Corneal burn and eye injury
Rockfall or collapse onto the crew
Control measures
Hierarchy-of-controls order: elimination β substitution β isolation β engineering β administrative β PPE.
- 1Elimination β Use cast or precast facing where the geometry allows so pneumatic spraying is eliminated
- 2Substitution β Substitute the wet-mix process for dry-mix to substantially cut airborne silica, and remote/robotic nozzles for hand application at height
- 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
- 4Engineering β Exclusion zone within the whip radius (3-5 m) and rebound-protected positions for adjacent workers
- 5Engineering β On-nozzle or local dust suppression/extraction for silica, and EWP or scaffold with edge protection for work above 2 m
- 6Administrative β Certified nozzleman (ACI CP-60 or equivalent) with annual assessment, and an engineer-approved trial panel before structural production
- 7Administrative β Silica exposure monitoring and health monitoring for silica-exposed workers, with respirator fit-testing
- 8Administrative β Batter/cut-face stability assessment before slope-stabilisation shotcrete, and a plant traffic-management plan
- 9PPE β P3 respiratory protection (mandatory for dry-mix), fit-tested, plus eye/face protection against rebound
- 10PPE β Alkali-resistant gloves, Type 1 hard hat, high-visibility clothing and non-slip footwear
Applicable Codes of Practice
Duties for shotcrete placement
Governing code for respirable crystalline silica control
Duties for pressure equipment and powered mobile plant
Fall-protection duties for EWP and scaffold work
Reference for the shotcrete pressure equipment
Selection, fit-testing and use of P3 RPE
Structural concrete reference for sprayed linings
High-Risk Construction Work triggered
Application from EWPs and scaffolds on batters and structures occurs more than 2 m above the surface.
Slope-stabilisation and cut faces frequently exceed 1.5 m.
Pumps and powered mobile plant operate in the application zone.
Who this is for
- βShotcrete and gunite contractors
- βSlope-stabilisation contractors
- βSwimming-pool builders
- βTunnel-lining contractors
- βCertified nozzlemen and pump operators
What you receive
- βEditable DOCX template β Microsoft Word compatible
- βState-specific WHS legislation schedule (NSW/VIC/QLD/SA/WA/TAS/NT/ACT)
- βHazard register with risk ratings + hierarchy-of-control mapping
- βWorker 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.
Document details
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