JSA Risk Assessment Preview: Concrete Structure Demolition Operations Using a Hydraulic Breaker

Hydraulic-breaker demolition. Hydraulic-breaker demolition. This is reference content written and revised with AI. It has not been verified or approved by a professional. Review by a suitably qualified professional and site authorisation are required before use.

Plan the demolition by structural stage, with machine position, load paths, services, hazardous materials, debris removal and exclusion boundaries defined before breaking starts.

Hydraulic-breaker demolition

This is reference content written and revised with AI. It has not been verified or approved by a professional. Review by a suitably qualified professional and site authorisation are required before use.

Stop work

Stop if a critical control is missing, the conditions change, an unplanned movement occurs, or an exclusion boundary is breached. Secure the area. The responsible competent person must resolve the cause, document the evidence and obtain site authorisation before restart.

1. Legal and technical scope

BasisApplication limits
HSE — DemolitionHSE guidance for Great Britain: competent planning, structural condition, changing load paths and demolition/debris zones.
HSE — Structural stabilityCDM-related stability guidance. Ordinary scaffolding is not structural restraint for a building and does not justify reducing the exclusion zone.

HSE guidance for Great Britain: competent planning, structural condition, changing load paths and demolition/debris zones. CDM-related stability guidance. Ordinary scaffolding is not structural restraint for a building and does not justify reducing the exclusion zone.

Apply the project’s CDM arrangements and demolition method statement. The planned sequence must account for temporary loss of restraint and debris accumulation. Monitoring is not a substitute for checking every structural stage. BS 6187 was not reviewed in full.

2. Scope and required inputs

Included scope

Planning, preparation, execution, controlled shutdown and handover are covered by the eight stages below. Each stage requires site-specific inputs and competent review.

Separate review

Explosive demolition, deliberate collapse, unplanned cutting of prestressing tendons and entry into unstable remnants are excluded.

Required inputWhat to verify
Survey and planSurvey and drawings · Stage load checks · Support design · Engineer release
Isolate servicesIsolation certificates · Service markings · Material survey · Void investigation
Check machineMachine and breaker IDs · Coupler test record · Hose defect status · Protection suitability
Position and excludeBearing assessment · Traffic plan · Zone boundaries · Signal test
Break in sequenceCurrent stage drawing · No people in zone · Support condition · Stage hold point
Monitor exposureDust-control function · Exposure assessment · Crack and movement log · Site trigger levels
Remove debrisDebris load tally · Truck loading plan · Route clearance · Waste classification
Stop and hand overIsolation verification · Residual-stability record · Equipment defects · Next-stage release

Public sources were checked on 12 October 2026. Paid standards, project calculations and the actual equipment manuals were not reviewed in full. This is not a compliance certificate. Confirm the applicable jurisdiction, current texts and model instructions before use.

Select head, eye, hand and foot protection for the actual hazards and compatibility. Respiratory, hearing, electrical and fall protection require task-specific selection and training; equipment must not create an additional hazard. PPE does not replace isolation, structural stability or exclusion.

3. Eight-stage JSA

Job stageHazards and effectsFailure factorsTechnical and procedural controlsSite verificationPSRA
1. Survey and plan1. Progressive collapse2. Weak suspended slab3. Adjacent damage4. Prestress release1. Load path unknown2. Plant loads omitted3. Shoring removed4. Tendons unlocated1. Engineer staged sequence2. Assess plant and debris loads3. Design support through floors4. Special plan for prestress1. Survey and drawings2. Stage load checks3. Support design4. Engineer release
2. Isolate services1. Electrocution2. Gas explosion3. Asbestos fibres4. Hidden void collapse1. Plans taken as proof2. Live services cut3. No hazardous-material survey4. Scan used alone1. Verify services in field2. Isolate with owners3. Survey and abate materials4. Confirm voids by safe checks1. Isolation certificates2. Service markings3. Material survey4. Void investigation
3. Check machine1. Attachment falls2. Hydraulic injection3. Cab penetration4. Uncontrolled movement1. Coupler not locked2. Hose pinhole leak3. Wrong protection4. Incompatible breaker1. Follow model instructions2. Verify coupler engagement3. Inspect without hand leak test4. Check cab and safety devices1. Machine and breaker IDs2. Coupler test record3. Hose defect status4. Protection suitability
4. Position and exclude1. Machine overturns2. Crushing in swing3. Debris strikes public4. Edge collapse1. Weak operating bench2. Spotter enters radius3. Barrier too close4. Escape route blocked1. Approve machine position2. Separate people and plant3. Size zone for collapse/debris4. Keep withdrawal route clear1. Bearing assessment2. Traffic plan3. Zone boundaries4. Signal test
5. Break in sequence1. Unplanned collapse2. Flying fragments3. Falling wall4. Loss of stability1. Undercut support2. Excessive bite3. Work below unstable mass4. Plan bypassed1. Follow approved stages2. Use suitable shielding3. Keep cab outside danger4. Stop before changing sequence1. Current stage drawing2. No people in zone3. Support condition4. Stage hold point
6. Monitor exposure1. Silica inhalation2. Hearing damage3. Vibration effects4. Adjacent instability1. Water fails2. Cab seal leaks3. Alarm ignored4. Dust masks assumed enough1. Suppress dust at source2. Maintain suitable cab filtration3. Assess noise and respiration4. Stop at instability or limits1. Dust-control function2. Exposure assessment3. Crack and movement log4. Site trigger levels
7. Remove debris1. Floor overload2. Falling rubble3. Truck strike4. Sharp reinforcement1. Unplanned stockpile2. Oversize bucket load3. Person under bucket4. Cutting stressed bars1. Control pile loads2. Load in segregated area3. Keep clear of bucket path4. Plan bar cutting separately1. Debris load tally2. Truck loading plan3. Route clearance4. Waste classification
8. Stop and hand over1. Residual pressure2. Attachment drops3. Unstable remnant4. Unauthorised restart1. Raised tool left2. Accumulator still charged3. Defect unreported4. Access reopened1. Lower and secure attachment2. Isolate per manufacturer3. Secure remaining structure4. Record defects and handover1. Isolation verification2. Residual-stability record3. Equipment defects4. Next-stage release

PDF A covers basic task controls; B focuses on technical failures; C covers supervision, records and handover. The article has eight stages with four items per main cell; each PDF has six key stages with three items per main cell. P/S/R/A, measurements, confirmations and signatures remain blank for actual site assessment.

4. Fictional scenario and failure mechanisms

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Retained educational illustration; not evidence of an actual incident.

The scenario and record comparisons are fictional teaching examples, not records of real incidents, measurements, inspections, signatures or approvals.

ItemFictional scenario
Initial situationAn excavator is proposed for an upper-floor demolition stage.
Changed conditionSupports are omitted and debris accumulates beyond the planned area.
Failure pathThe changing load path can overload the slab or supporting levels.
Possible outcomeA local failure could propagate and endanger the machine and people below; this is a hypothetical sequence.
Prevention barrierSuspend work until stage loads, support installation and the exclusion area are rechecked.

Failure mechanisms

Machine weight, breaker reactions and accumulated debris act together. A slab thickness, ground mat or vibration reading alone cannot demonstrate capacity. Shoring must transfer loads to verified supports through every affected level.

Use the actual carrier, attachment and coupler instructions. Moving hydraulic levers alone may not discharge accumulators; never search for a pressurised leak with a hand. Dust and noise controls require exposure assessment, not a universal respirator rating.

Decision sequence

Decision stageWhat to verify
Known factsAn excavator is proposed for an upper-floor demolition stage.
Unresolved mattersSupports are omitted and debris accumulates beyond the planned area.
Reason to holdThe changing load path can overload the slab or supporting levels.
Required evidenceSurvey and drawings · Stage load checks · Support design · Engineer release
Restart decisionSuspend work until stage loads, support installation and the exclusion area are rechecked. Site evidence is pending; no work permission is granted by this document.

5. Conditional decisions and common errors

ConditionActionEvidenceProceed when
Progressive collapseEngineer staged sequence · Assess plant and debris loads · Design support through floors · Special plan for prestressSurvey and drawings · Stage load checks · Support design · Engineer releaseStage loads verified
Machine overturnsApprove machine position · Separate people and plant · Size zone for collapse/debris · Keep withdrawal route clearBearing assessment · Traffic plan · Zone boundaries · Signal testDanger zone clear
Silica inhalationSuppress dust at source · Maintain suitable cab filtration · Assess noise and respiration · Stop at instability or limitsDust-control function · Exposure assessment · Crack and movement log · Site trigger levelsControls functioning

Similar situations, different decisions

The scenario and record comparisons are fictional teaching examples, not records of real incidents, measurements, inspections, signatures or approvals.

ComparisonSituation ASituation B
Survey and planLoad path unknown · Plant loads omitted · Shoring removed · Tendons unlocatedEngineer staged sequence · Assess plant and debris loads · Design support through floors · Special plan for prestress
Position and excludeWeak operating bench · Spotter enters radius · Barrier too close · Escape route blockedApprove machine position · Separate people and plant · Size zone for collapse/debris · Keep withdrawal route clear
Monitor exposureWater fails · Cab seal leaks · Alarm ignored · Dust masks assumed enoughSuppress dust at source · Maintain suitable cab filtration · Assess noise and respiration · Stop at instability or limits

6. Roles and responsibilities

RoleResponsibility
Work supervisorConfirm the work method, resources, competence and stage permission.
Technical reviewerResolve design, electrical, structural or equipment questions within the person’s competence.
Authorised operator / workerInspect before use, follow the agreed method and stop when conditions change.
Area controllerKeep people outside the danger area and maintain agreed communications.
Handover authorityReview open defects, restrictions and evidence before returning the area or starting the next stage.

Supervision, records, handover

Job stageTechnical and procedural controlsSite verification
Plan review1. Review current method2. Assign technical owner3. Close critical queries1. Survey and drawings2. Reviewer and date3. Open-issue register
Competence1. Check task competence2. Assign stop authority3. Verify emergency readiness1. Training scope2. Briefing record3. Rescue plan
Prestart evidence1. Inspect actual asset2. Link evidence to stage3. Leave unchecked fields blank1. Machine and breaker IDs2. Inspector and time3. Evidence reference
Change control1. Stop and secure area2. Revise affected controls3. Obtain restart permission1. Change reason2. New evidence3. Restart authority
Shift handover1. Transfer isolation formally2. Assign zone controller3. Explain remaining hazards1. Isolation register2. Receiving person3. Restrictions and time
Closeout1. Quarantine defective items2. Confirm release conditions3. Archive factual records1. Defect disposition2. Release decision3. Record revision

7. Hold points and record comparison

Hold pointEvidence before releaseConfirmation / approval
StartPlanning, preparation, execution, controlled shutdown and handover are covered by the eight stages below. Each stage requires site-specific inputs and competent review.
HP-1 Survey and planSurvey and drawings · Stage load checks · Support design · Engineer release
HP-2 Position and excludeBearing assessment · Traffic plan · Zone boundaries · Signal test
HP-3 Break in sequenceCurrent stage drawing · No people in zone · Support condition · Stage hold point
HP-4 Stop and hand overIsolation verification · Residual-stability record · Equipment defects · Next-stage release

Complete after actual checks. Recheck after changes, defects or shift handover.

Record comparison examples

The scenario and record comparisons are fictional teaching examples, not records of real incidents, measurements, inspections, signatures or approvals.

The boxes are static record prompts, not interactive or saved approvals. A tick does not establish suitability or permission to restart. Record the evidence, person, time and unresolved issues; retain the change history.

Record typeInsufficient recordRecord checklist
Before startNot verified or not recorded□ Location and asset ID□ Verifier and time□ Evidence reference□ Unresolved issues
Critical controlNot verified or not recorded□ Control checked□ Actual observation□ Inspector and time□ Decision authority
Change or stopNot verified or not recorded□ Change and reason□ Immediate protection□ Revised evidence□ Restart authorisation
HandoverNot verified or not recorded□ Remaining hazards□ Equipment restrictions□ Receiving person and time□ Next inspection

8. Site checklist and emergency response

Check itemResultPerson / action
□ Survey and plan: Survey and drawings
□ Isolate services: Isolation certificates
□ Check machine: Machine and breaker IDs
□ Position and exclude: Bearing assessment
□ Break in sequence: Current stage drawing
□ Monitor exposure: Dust-control function
□ Remove debris: Debris load tally
□ Stop and hand over: Isolation verification
□ Release / handover authority

Stop work

Stop if a critical control is missing, the conditions change, an unplanned movement occurs, or an exclusion boundary is breached. Secure the area. The responsible competent person must resolve the cause, document the evidence and obtain site authorisation before restart.

Emergency response

Stop work and warn others from a safe position. Isolate energy only where safe. Activate the site emergency plan and local emergency services. Do not enter an unstable structure, touch an electrically exposed casualty or attempt an improvised suspended rescue. Use trained rescuers and the planned equipment.

9. Sources and review limits

2026-10-12

SourceScope and limitations
HSE — DemolitionHSE guidance for Great Britain: competent planning, structural condition, changing load paths and demolition/debris zones.
HSE — Structural stabilityCDM-related stability guidance. Ordinary scaffolding is not structural restraint for a building and does not justify reducing the exclusion zone.

This is reference content written and revised with AI. It has not been verified or approved by a professional. Review by a suitably qualified professional and site authorisation are required before use.

10. PDF guidance and FAQ

PDF A covers basic task controls; B focuses on technical failures; C covers supervision, records and handover. The article has eight stages with four items per main cell; each PDF has six key stages with three items per main cell. P/S/R/A, measurements, confirmations and signatures remain blank for actual site assessment.

Content group ID

jsa-structure-demolition

What must be confirmed for Survey and plan?

Required controls: Engineer staged sequence; Assess plant and debris loads; Design support through floors; Special plan for prestress. Evidence to record: Survey and drawings; Stage load checks; Support design; Engineer release.

What must be confirmed for Check machine?

Required controls: Follow model instructions; Verify coupler engagement; Inspect without hand leak test; Check cab and safety devices. Evidence to record: Machine and breaker IDs; Coupler test record; Hose defect status; Protection suitability.

What must be confirmed for Break in sequence?

Required controls: Follow approved stages; Use suitable shielding; Keep cab outside danger; Stop before changing sequence. Evidence to record: Current stage drawing; No people in zone; Support condition; Stage hold point.

What must be confirmed for Stop and hand over?

Required controls: Lower and secure attachment; Isolate per manufacturer; Secure remaining structure; Record defects and handover. Evidence to record: Isolation verification; Residual-stability record; Equipment defects; Next-stage release.

Has a professional verified or approved this document?

No. Public sources and editorial, layout and consistency checks were reviewed using AI. No site inspection or professional technical approval has been performed. Obtain appropriate professional review before use.

11. Revision history and authorship

This is reference content written and revised with AI. It has not been verified or approved by a professional. Review by a suitably qualified professional and site authorisation are required before use.

DateVersionChangeReview status
2026-07-26Original version unmarkedOriginal preservedNo professional approval
2026-10-121.1Decisions, records, JSA and PDFs revisedNo professional approval

Retained the original work scope, illustration and valid inspection, isolation, exclusion and housekeeping controls. Replaced unsupported universal numbers, guaranteed outcomes and prefilled risk acceptance with evidence-based site decisions. Unverified incident narratives are now expressly hypothetical; unsupported professional validation claims are removed. Original JSON, body, PDF bindings and downloaded PDFs are preserved separately. Apply the project’s CDM arrangements and demolition method statement. The planned sequence must account for temporary loss of restraint and debris accumulation. Monitoring is not a substitute for checking every structural stage. BS 6187 was not reviewed in full.