Demolition Job Safety Analysis

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Demolition is among the most hazardous construction activities. Workers face simultaneous exposure to structural collapse, falling debris, hazardous materials (asbestos, lead paint, silica), heavy equipment struck-by events, and extreme noise. The fatality rate for demolition workers is consistently higher than for general construction. According to OSHA, inadequate pre-demolition planning is the primary contributing factor in most demolition fatalities, making the engineering survey and hazardous materials assessment the two most critical steps before any work begins.

This Job Safety Analysis covers commercial and residential structural demolition, including interior gutting and soft strip, mechanical demolition with excavators and equipment, manual structural element removal, concrete breaking, and debris handling. The hazards and controls apply whether you are taking down a wood-frame residential structure or a multi-story reinforced concrete building. The scale changes; the sequence of hazard controls does not.

Every demolition project must begin with a written engineering survey evaluating the condition of the structure, the sequence of removal, and the possibility of unplanned collapse. OSHA 29 CFR 1926.850 makes this survey a legal requirement before demolition begins. This JSA is designed to be reviewed with the entire crew including equipment operators, laborers, and the competent person before work starts each day.

Disclaimer

This content is provided for general informational and educational purposes only. It is not a substitute for a site-specific Job Safety Analysis conducted by a qualified safety professional familiar with your workplace conditions, equipment, and personnel. OSHA citations, BLS statistics, and hazard controls referenced here may not reflect the most current standards or apply to your specific situation. Always consult current OSHA regulations, manufacturer guidelines, and a competent person before beginning work. Health & Safety Systems LLC assumes no liability for actions taken based on this content.

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Step-by-Step JSA Breakdown

Step 1: Pre-demolition engineering survey and structural assessment

Hazards

  • Unplanned structural collapse from unidentified weakened members, hidden voids, or load redistribution
  • Unknown underground hazards including vaults, cisterns, and abandoned utilities not reflected in records
  • Falling materials from unsupported overhanging sections during initial access

Controls

  • Commission a written engineering survey by a qualified engineer before demolition begins; document structural condition, load paths, and sequence of removal
  • Review as-built drawings, permit records, and site history; physically walk the structure to identify deviations from records
  • Mark and barricade all areas of identified structural weakness before workers enter; do not allow access to sections pending engineering evaluation
  • Develop a written demolition plan specifying the sequence of structural element removal, shoring requirements, and emergency egress routes

Step 2: Hazardous materials survey and abatement

Hazards

  • Asbestos fiber inhalation from disturbing asbestos-containing materials (ACM) in insulation, flooring, roofing, and fireproofing
  • Lead dust ingestion and inhalation from sanding, torching, or demolishing lead-painted surfaces
  • Silica dust exposure from breaking concrete, masonry, and tile containing crystalline silica

Controls

  • Conduct an AHERA-compliant asbestos survey by an accredited inspector before any demolition activity; abate all regulated ACM per 40 CFR 61 Subpart M and OSHA 29 CFR 1926.1101 before demolition proceeds
  • Test painted surfaces for lead using XRF or laboratory analysis; if lead is present, implement an OSHA 29 CFR 1926.62-compliant lead program including air monitoring, respiratory protection, and hygiene facilities
  • Identify concrete, masonry, and tile that will be broken and develop a silica exposure control plan per 29 CFR 1926.1153 Table 1
  • Document abatement completion with air clearance results and contractor certifications before demolition crews access the structure

Step 3: Utility disconnection and verification

Hazards

  • Electrocution from contact with energized electrical service lines, panels, or embedded wiring
  • Fire or explosion from gas lines not fully disconnected or from residual gas in piping
  • Flooding and structural undermining from water or sewer lines severed by demolition equipment

Controls

  • Coordinate with each utility company to disconnect and cap all services (electric, gas, water, sewer, telecom) at the street before demolition begins; obtain written confirmation from each utility
  • Verify disconnection at the point of entry to the building using a qualified electrician for electrical and a licensed plumber or gas technician for gas and water
  • Do not rely solely on utility company records; use a combustible gas detector to confirm no residual gas is present in piping before demolition equipment makes contact
  • Mark disconnected utility entry points and keep verification documentation on-site for inspector review

Step 4: Establish exclusion zones and site perimeter controls

Hazards

  • Workers or the public struck by falling debris, flying fragments, or collapsing walls outside the immediate work zone
  • Unauthorized personnel entering the demolition zone during active operations
  • Dust and noise exposure to adjacent occupants or passers-by

Controls

  • Establish an exclusion zone extending at least 1.5 times the height of the structure being demolished; adjust based on the engineer's recommendation for the specific demolition method
  • Install solid hoarding, chain-link fencing, or barricade tape with warning signs on all sides; post flaggers or spotters where pedestrian or vehicle traffic crosses the exclusion zone boundary
  • Do not allow any workers to be within the fall radius of a structure being mechanically pushed or pulled until it has fully collapsed and settled
  • Notify adjacent property owners and local authorities of the demolition schedule; confirm compliance with local noise and dust ordinances

Step 5: Interior soft strip and gutting

Hazards

  • Falls through deteriorated or structurally compromised floors weakened by water damage, rot, or previous modifications
  • Asbestos and lead exposure from removing ceiling tiles, flooring, insulation, and pipe coverings prior to confirmed abatement clearance
  • Struck-by injuries from overhead material dislodged by workers above on the same floor or an upper level

Controls

  • Probe floors with a bar or tool before stepping on any surface suspected of water damage or structural compromise; do not walk on unsupported spans
  • Confirm written abatement clearance for all materials being stripped before workers begin soft strip operations; do not allow assumptions that materials are non-ACM without test results
  • Establish vertical separation between work levels; prohibit simultaneous overhead and below-deck work unless physical barriers protect workers below
  • Wear full-face respirator with P100 filters during interior gutting when dust-generating operations are in progress

Step 6: Mechanical demolition with excavator or wrecking equipment

Hazards

  • Unplanned structural collapse with workers inside the fall radius of the structure
  • Workers struck by the excavator boom, bucket, or falling debris during mechanical operations
  • Equipment rollover on unstable rubble piles or undermined ground adjacent to the structure

Controls

  • Maintain a clear exclusion zone around the structure equal to the fall radius during all mechanical demolition; no workers on foot within this zone while equipment is active
  • Establish a spotter positioned outside the fall radius with radio contact to the equipment operator; the spotter has authority to stop operations immediately
  • Work from the top down and outside in; never undermine a wall or column at the base before removing the sections above it
  • Assess ground stability before positioning equipment on rubble or near the excavation perimeter; use equipment rated for the terrain or improve the ground conditions first

Step 7: Concrete breaking and removal

Hazards

  • Respirable crystalline silica exposure from jackhammering, chipping, and breaking concrete
  • Struck-by injury from flying concrete fragments during impact breaking
  • Hand-arm vibration syndrome from prolonged use of pneumatic or electric breakers

Controls

  • Apply water suppression continuously at the point of concrete breaking; use vacuum shrouds on electric chipping hammers in enclosed or confined areas per OSHA Table 1
  • Wear a minimum N95 respirator during all concrete breaking; wear a P100 half-face respirator when water suppression is not feasible or dust is visibly elevated
  • Wear safety glasses and a face shield simultaneously during concrete breaking; flying fragments travel laterally and upward as well as away from the operator
  • Rotate workers off jackhammer and breaker tasks; limit continuous tool operation to 2-hour shifts and document anti-vibration glove use to reduce vibration exposure

Step 8: Structural element removal sequence

Hazards

  • Disproportionate collapse when a single structural element is removed without accounting for load redistribution to adjacent members
  • Falls from elevation during manual removal of beams, joists, columns, and roof framing
  • Falling structural elements onto workers below during crane-assisted or equipment-assisted removal

Controls

  • Follow the removal sequence specified in the engineering plan; any deviation from the planned sequence requires engineer approval before proceeding
  • Install temporary shoring or bracing before removing any structural element that provides lateral support or carries load to adjacent members
  • Workers cutting, unbolting, or detaching structural elements at elevation must be tied off with a personal fall arrest system; anchor points must be identified in the work plan
  • Clear all workers from the fall zone before a crane or excavator lifts or swings a structural element; maintain radio communication between riggers and the operator throughout the lift

Step 9: Debris handling and load-out

Hazards

  • Struck-by injuries from debris dropped or thrown from upper floors through chutes
  • Musculoskeletal injuries from manually handling heavy, irregular, and sharp demolition debris
  • Dust exposure from loading, grading, and hauling dry demolition rubble

Controls

  • Use enclosed debris chutes when dropping materials more than 20 feet; chutes must be fitted with a gate at each floor opening to prevent uncontrolled discharge per 29 CFR 1926.852
  • Establish an exclusion zone at the base of all debris chutes and debris drop areas; no workers in the exclusion zone during loading or discharge
  • Use mechanical equipment (loaders, excavators, conveyors) to handle debris whenever possible; provide cut-resistant gloves and steel-toe boots for all manual debris handling
  • Wet down rubble before loading and during transport if dust generation is visible; cover loaded trucks before leaving the site

Step 10: Site stabilization and grading

Hazards

  • Workers and equipment falling into unprotected excavations, vaults, or basements exposed by demolition
  • Underground collapse from voids or abandoned structures undermining equipment operating on the finished grade
  • Erosion and sedimentation leaving unstable slopes that can fail under foot traffic or rain events

Controls

  • Identify and positively protect all below-grade openings (basements, vaults, sumps) before equipment grades the demolished site; do not assume the ground is solid
  • Fill and compact basements and voids according to the geotechnical engineer's specification before the site is released for equipment traffic or future construction
  • Install erosion controls (silt fence, erosion blanket, inlet protection) as grading progresses; do not allow bare-soil conditions to persist through forecast rain events
  • Conduct a final walk of the site with the competent person before releasing the area; confirm no tripping hazards, open excavations, or unstable debris piles remain

Required Personal Protective Equipment

Hard hat (Type I or II, Class E)
Safety glasses and face shield (for concrete breaking and debris handling)
N95 or P100 half-face respirator (P100 required for asbestos-adjacent operations)
Hearing protection (NRR 25+; demolition equipment routinely exceeds 100 dB)
Steel-toe boots with puncture-resistant soles
High-visibility vest or clothing
Cut-resistant gloves
Full-body harness with shock-absorbing lanyard (for any elevated work above 6 feet)
Face shield over safety glasses for concrete breaking and jackhammer operations

Applicable OSHA Standards

29 CFR 1926.850

Preparatory Operations (Demolition)

Requires a written engineering survey of the structure by a competent person before demolition begins. Covers utility disconnection requirements, structural condition assessment, and the requirement to identify and address all hazards before work starts.

29 CFR 1926.852

Chutes (Demolition)

Requires enclosed chutes with gates at each floor when material is dropped more than 20 feet. Chutes must be designed to contain materials and prevent spillage. Exclusion zones must be maintained at the chute discharge point.

29 CFR 1926.854

Removal of Walls, Masonry Sections, and Chimneys

Prohibits overloading floors with debris during demolition. Requires walls and masonry sections to be removed floor-by-floor from the top down. Addresses lateral bracing and the controlled removal sequence for masonry and wall sections.

29 CFR 1926.1101

Asbestos in Construction

Establishes the permissible exposure limit (0.1 f/cc, 8-hour TWA) for asbestos in construction. Requires notification of all employees, AHERA-compliant surveys before demolition of pre-1980 structures, and Class I-IV work practices for asbestos removal.

29 CFR 1926.1153

Respirable Crystalline Silica (Construction)

Establishes the PEL of 50 micrograms per cubic meter for respirable crystalline silica. Table 1 prescribes specific engineering controls and respiratory protection for concrete breaking, jackhammering, and chipping operations common in demolition.

Injury and Fatality Statistics

Demolition and wrecking workers experience one of the highest rates of fatal and nonfatal injuries in construction. BLS data for 2022 shows the construction specialty trades sector recorded approximately 1.8 fatalities per 100,000 FTE, with demolition operations disproportionately represented in struck-by and caught-in events.

OSHA data from 2022 indicates that the four leading causes of construction fatalities (the "Fatal Four") account for 60 percent of all construction deaths. Demolition operations expose workers to all four simultaneously: falls, struck-by, caught-in/between, and electrocution. Structural collapse accounts for the majority of demolition-specific fatalities.

Source: Bureau of Labor Statistics, 2022

Frequently Asked Questions

What is required in a demolition job safety analysis?

A demolition JSA must address the full sequence of operations from pre-demolition planning through site restoration. At minimum it must cover the engineering survey requirements of 29 CFR 1926.850, utility disconnection, hazardous materials assessment and abatement (asbestos, lead, silica), exclusion zone establishment, the structural removal sequence, debris handling, and fall protection for elevated work. Each step must identify the specific hazards and the engineering controls, work practice controls, and PPE that address each hazard. The JSA must be reviewed with the entire crew before demolition begins and updated whenever conditions change.

What are the biggest hazards in structural demolition?

Structural collapse is the primary cause of demolition fatalities. Unlike construction where collapse is unusual, demolition is inherently a process of incrementally destabilizing a structure. Other major hazards include struck-by from falling debris and swinging equipment, falls from elevation when structural floors and walking surfaces are removed, hazardous material exposure (asbestos, lead, silica), and electrocution from utilities not fully disconnected. The interaction of multiple simultaneous hazards is what makes demolition particularly dangerous compared to most other construction activities.

Is an asbestos survey required before demolition?

Yes. OSHA 29 CFR 1926.1101 and EPA NESHAP (40 CFR 61 Subpart M) both require an asbestos inspection before demolition of any structure. For structures built before 1980, the inspection must be conducted by an AHERA-accredited inspector and must physically sample suspect materials. Demolition cannot begin until all regulated asbestos-containing material (RACM) has been removed by a licensed abatement contractor and air clearance results confirm the area is safe. Proceeding without an asbestos survey is a willful violation under OSHA and a criminal violation under EPA NESHAP.

What does the engineering survey for demolition need to cover?

The engineering survey required by 29 CFR 1926.850 must be conducted by a competent person before demolition begins. It must assess the condition of the structure, identify any structural weakness or deterioration, evaluate the possibility of unplanned collapse, and document the planned sequence of demolition. The survey must also address underground installations, adjacent structures, and the condition of utilities. For complex structures or those with suspected deterioration, the competent person should be a licensed structural or civil engineer. The survey must be in writing and must be completed before the first worker accesses the structure.

How large should the exclusion zone be around a demolition site?

OSHA does not specify a fixed exclusion zone distance, but the standard practice based on 29 CFR 1926.850 and industry guidance is a minimum of 1.5 times the height of the structure being demolished. For a 30-foot building, the exclusion zone extends at least 45 feet from the base on all sides. The exclusion zone must be large enough that no worker is within the potential fall radius of any element of the structure during mechanical demolition. The engineering plan should specify the exclusion zone based on the demolition method and equipment being used. Solid hoarding is required near occupied adjacent properties or public ways.

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