Safe Work Method Statement

Concrete Sawing and Core Drilling Safe Work Method Statement

Comprehensive Australian WHS Compliant SWMS

No credit card required • Instant access • 100% compliant in every Australian state

5 sec
Creation Time
100%
Compliant
2,000+
Companies
$3.6K
Fines Avoided

Avoid WHS penalties up to $3.6M—issue compliant SWMS to every crew before work starts.

Concrete sawing and core drilling operations involve cutting, coring, and creating penetrations in concrete structures using diamond blade saws, core drilling rigs, and specialized concrete cutting equipment for purposes including service penetrations, doorway and window openings, concrete removal and demolition, expansion joint creation, and structural modifications. These operations generate respirable crystalline silica dust classified as Group 1 carcinogen creating serious health hazards requiring mandatory engineering controls under Australian WHS regulations. The work involves high-speed rotating equipment with diamond-impregnated cutting blades and core bits rotating at speeds up to 4,000 RPM creating severe contact hazards, heavy equipment weighing 50-150kg requiring manual handling and positioning, high-pressure water systems for dust suppression, noise levels exceeding 100 dB(A) requiring hearing protection, and risk of striking concealed reinforcement steel or embedded services within concrete structures. Concrete sawing uses hand-held saws for shallow cuts up to 150mm depth, walk-behind floor saws for depths to 400mm commonly used for slab cutting and joint sawing, wall saws mounted on tracks cutting vertical and overhead surfaces to depths exceeding 600mm, and wire saws using diamond wire cutting through massive concrete sections in demolition applications. Core drilling uses rotary rigs with diamond core bits creating circular penetrations from 18mm to 450mm diameter through floors, walls, and ceilings for plumbing, electrical, HVAC services, anchor bolt installation, and concrete sampling. This Safe Work Method Statement addresses comprehensive hazard controls including mandatory water suppression for dust control meeting crystalline silica exposure standards, service detection before cutting preventing contact with live services, noise and vibration exposure management, manual handling controls for heavy equipment, and blade/bit failure prevention through correct equipment selection and maintenance.

Unlimited drafts • Built-in WHS compliance • Works across every Australian state

Overview

What this SWMS covers

Concrete sawing and core drilling operations involve cutting, coring, and creating penetrations in concrete structures using diamond blade saws, core drilling rigs, and specialized concrete cutting equipment for purposes including service penetrations, doorway and window openings, concrete removal and demolition, expansion joint creation, and structural modifications. These operations generate respirable crystalline silica dust classified as Group 1 carcinogen creating serious health hazards requiring mandatory engineering controls under Australian WHS regulations. The work involves high-speed rotating equipment with diamond-impregnated cutting blades and core bits, heavy equipment requiring manual handling, high-pressure water systems for dust suppression, noise levels exceeding 100 dB(A), and risk of striking concealed services within concrete structures. Concrete sawing uses hand-held saws for shallow cuts, walk-behind floor saws for slab cutting, wall saws mounted on tracks for vertical surfaces, and wire saws for massive concrete sections. Core drilling uses rotary rigs with diamond core bits creating circular penetrations from 18mm to 450mm diameter for services, anchor bolts, and concrete sampling. All concrete cutting operations require mandatory water suppression per WHS regulations, with water delivered through blade or bit supplying continuous cooling and dust suppression throughout operations.

Fully editable, audit-ready, and aligned to Australian WHS standards.

Why this SWMS matters

Concrete sawing and core drilling has been subject to increased regulatory scrutiny following identification of silicosis clusters in construction workers, with crystalline silica exposure during concrete cutting frequently exceeding workplace exposure standards by factors of 10-100 times when dry cutting was performed. From December 2020, prohibition on dry cutting of concrete came into effect nationally, requiring water suppression or on-tool dust extraction with respiratory protection as secondary control only. Multiple prosecutions with fines exceeding $250,000 have been issued for concrete cutting without adequate dust controls, with recent Victorian prosecution resulting in $400,000 fine for contractor performing extensive sawing without water suppression. Beyond silica hazards, concrete sawing incidents have caused fatalities from equipment contact, serious injuries from blade breakage, and electrocutions from striking concealed electrical cables. The combination of serious health hazards from dust exposure and acute injury risks from equipment operation creates high-consequence risk environment requiring detailed SWMS documentation and strict procedural compliance. Principal contractors have duty to ensure subcontractors performing concrete cutting have adequate SWMS and implement documented dust controls, with liability extending to principals even when cutting is performed by subcontractors if supervision is inadequate.

Reinforce licensing, insurance, and regulator expectations for Concrete Sawing and Core Drilling Safe Work Method Statement crews before they mobilise.

Hazard identification

Surface the critical risks tied to this work scope and communicate them to every worker.

Risk register

Respirable Crystalline Silica Dust from Concrete Cutting

high

Concrete sawing and core drilling generates respirable crystalline silica dust particles less than 10 micrometres diameter that penetrate deep into lung tissue causing silicosis, lung cancer, chronic obstructive pulmonary disease, and kidney disease. Crystalline silica is Group 1 carcinogen per International Agency for Research on Cancer with no safe exposure level, making minimizing exposure critical for worker health protection. Dry cutting concrete without dust controls can generate silica dust concentrations exceeding 10 mg/m³, which is 200 times above the Australian workplace exposure standard of 0.05 mg/m³, with operators and nearby workers receiving dangerous exposures within minutes. The fine silica particles remain suspended in air for extended periods after cutting operations cease, creating exposure for workers returning to areas where cutting occurred hours previously. Silica dust is not visible to naked eye making workers unaware of exposure occurring, with no immediate symptoms providing warning of harmful exposure happening. Chronic silica exposure causes progressive lung disease silicosis developing over years with no cure available, ultimately causing respiratory failure and premature death in severe cases. Recent Australian data identifies construction workers including concrete cutters as high-risk occupation for silicosis with cases diagnosed in workers as young as 30 years old after only 5-10 years exposure. The irreversible nature of silica-related disease and serious consequences for workers' health and quality of life makes silica dust the most significant hazard in concrete cutting operations requiring absolute priority in risk management hierarchy.

Consequence: Silicosis causing progressive respiratory failure and premature death, lung cancer development with poor prognosis, chronic respiratory disease affecting work capacity and quality of life, kidney disease and other systemic effects from silica exposure

Blade and Equipment Contact Injuries During Sawing

high

Concrete saws operate with diamond blades rotating at peripheral speeds exceeding 80 metres per second (288 km/h) creating severe contact hazard causing traumatic amputations, deep lacerations, and crushing injuries if operators contact rotating blades. Hand-held saws present highest contact risk with blade partially exposed during cutting and operators maintaining close hand proximity to cutting zone, with momentary loss of concentration or equipment kickback bringing hands into blade contact zone. Walk-behind floor saws have larger blades with greater mass creating higher energy contact injuries, while blade guards provide protection when correctly installed and maintained. Equipment kickback occurs when blade binds in cut causing saw to thrust backward or upward toward operator without warning, particularly common when cutting reinforced concrete if blade contacts reinforcement steel bar or when cutting near end of cut where concrete sections can pinch blade. Blade breakage from excessive cutting speed, inadequate cooling, or manufacturing defects launches blade fragments at velocity causing penetrating injuries to operators or bystanders within 10-metre radius. Operators sometimes remove or modify blade guards attempting to achieve greater cutting depth or improved visibility, eliminating primary protection against blade contact creating extreme injury risk. Blade changing operations require blade removal and installation with residual rotation presenting contact hazard even after equipment shutdown until blade completely stops. Clothing and glove entanglement in rotating blades drags body parts into cutting zone, with loose clothing, gloves, or lanyards catching on blade creating entrapment scenarios.

Consequence: Traumatic hand or finger amputation from blade contact, deep lacerations requiring extensive reconstructive surgery, penetrating injuries from blade fragment projection, crush injuries from equipment kickback striking operator body

Striking Concealed Services During Core Drilling and Sawing

high

Concrete structures commonly contain embedded services including post-tensioned cables in suspended slabs, electrical conduits, plumbing pipes, gas lines, telecommunication cables, and reinforcement steel creating service strike risk during cutting operations. Electrical cable strikes energize cutting equipment and surrounding concrete creating electrocution zones, with voltage range from 240V lighting circuits to 415V three-phase power creating fatality risk. Post-tensioned cable strikes release stored tension energy violently with cable ends whipping at high velocity striking operators, plus loss of structural capacity in slab creating immediate collapse risk. Water pipe strikes flood work areas creating slip hazards, electrical hazards from water contact with electrical equipment, and water damage to building contents and structure. Gas pipe strikes in buildings with reticulated gas create fire and explosion risk from gas accumulation in confined building spaces. The challenge in service detection is that many services are not documented on building plans, service locations shown on plans are approximate only, services may have been relocated during renovations without plan updates, and some services are not detectable by electronic locating equipment including non-metallic pipes and inactive cables. Core drilling presents higher service strike risk than sawing as core penetrates full depth of structural element in single operation, while sawing typically progresses gradually through element depth allowing service detection during cutting. Operators sometimes proceed with cutting based on plan review alone without physical verification through scanning or test drilling, particularly when working under time pressure or when cutting locations cannot be easily modified to avoid indicated services.

Consequence: Operator electrocution from striking live electrical cables with fatality risk, post-tensioned cable release causing traumatic injuries or structural collapse, gas line rupture creating fire and explosion risk, flooding from water pipe strikes, telecommunications infrastructure damage with liability for service interruption

Manual Handling Injuries from Heavy Concrete Cutting Equipment

medium

Concrete sawing and core drilling equipment is inherently heavy with hand-held saws weighing 10-15kg, walk-behind floor saws 50-80kg, wall saw track systems 40-60kg plus power unit 30-50kg, and core drilling rigs 25-45kg depending on diameter capacity. Equipment must be manually transported from vehicles to work locations, positioned for cutting operations, held during cutting for hand-held equipment, and repositioned multiple times during typical projects. Walk-behind floor saws require pushing across surfaces with significant force needed to start movement and maintain direction during cutting, while uneven surfaces or slopes create additional physical demands. Wall saw track installation requires workers to support track sections weighing 15-20kg each at height while fixing anchor bolts through track into concrete substrate, working overhead with arms extended creating high shoulder loading. Core drilling at height or overhead positions requires workers to support drill rig weight on arms throughout drilling operations lasting 10-30 minutes per hole depending on concrete thickness and hole diameter, with sustained static loading causing rapid fatigue. Equipment must often be carried up stairs or moved through buildings without lift access, with narrow doorways and restricted access paths preventing use of trolleys or mechanical aids. The combination of heavy equipment weight, awkward working positions, repetitive handling throughout work shifts, and inability to use mechanical handling aids in many work locations creates high musculoskeletal injury risk affecting backs, shoulders, and knees of concrete cutting operators.

Consequence: Chronic lower back pain and disc injuries from repeated lifting and carrying heavy equipment, shoulder rotator cuff injuries from overhead work and sustained static loads, knee injuries from kneeling during floor cutting operations, acute muscle strains from lifting in awkward positions

Noise Exposure from High-Speed Concrete Cutting Equipment

medium

Concrete saws and core drills generate noise levels typically 100-110 dB(A) measured at operator position from combination of blade/bit rotation at high speed, cutting noise as diamond tools engage aggregate in concrete, and power unit operation whether petrol engine or electric motor. Hand-held saws produce highest operator noise exposure due to close proximity between operator ears and noise source, while walk-behind and wall saws allow slightly greater separation reducing exposure marginally. Cutting operations typically continue for sustained periods lasting 15 minutes to several hours depending on cutting extent, creating cumulative noise exposure dose substantially exceeding daily exposure limits even for relatively short cutting duration. The high-frequency noise from diamond tool concrete cutting creates particular damage risk to hearing at speech frequencies, affecting communication ability beyond measured hearing loss. Concrete cutting often occurs in confined indoor spaces including building interiors, plant rooms, and basements where hard reflective surfaces amplify noise through reverberation creating noise levels 5-10 dB higher than equivalent outdoor cutting. Workers operating multiple saws simultaneously or working in proximity to other operators' equipment receive noise exposure from multiple sources creating even higher total exposure. Many concrete cutting operators work without adequate hearing protection due to discomfort during extended use, inability to hear equipment performance changes indicating problems, or communication difficulties with other workers when hearing protection prevents verbal communication. The sustained nature of noise exposure throughout concrete cutting careers creates cumulative hearing damage, with many experienced concrete cutters exhibiting significant hearing loss and tinnitus affecting both work capacity and quality of life outside work.

Consequence: Permanent noise-induced hearing loss affecting speech frequency range, tinnitus causing constant ringing sensation and sleep disruption, difficulty understanding speech in noisy environments affecting social interaction and safety communication, accelerated hearing loss progression with continued unprotected exposure

Whole-Body Vibration from Handheld Concrete Saws

medium

Hand-held concrete saws generate significant vibration transmitted through saw handles to operator hands and arms, classified as Hand-Arm Vibration (HAV) creating risk of vibration white finger (Raynaud's phenomenon), carpal tunnel syndrome, and reduced manual dexterity. Vibration magnitude varies with saw design, blade condition, and cutting conditions, with typical exposure levels 6-12 m/s² well above the exposure action value of 2.5 m/s² requiring health surveillance and risk reduction. Walk-behind saws transmit whole-body vibration through machine handles and operator platform affecting entire body with particular impact on spine and internal organs, though magnitudes are typically lower than hand-arm vibration from hand-held saws. Cutting through reinforced concrete generates impulsive vibration spikes when blade strikes reinforcement steel creating high-magnitude short-duration vibration events contributing to accelerated vibration injury development. Vibration exposure occurs throughout cutting operations with no practical means of eliminating vibration from cutting equipment, though anti-vibration handles and gloves provide partial attenuation. Extended cutting operations throughout work shifts create cumulative vibration dose exceeding exposure limit values, particularly problematic for full-time concrete cutting operators rather than occasional users. Vibration white finger causes numbness and loss of sensation in fingers from vibration-induced damage to blood vessels and nerves in hands, with condition worsening over years of continued exposure eventually causing permanent disability preventing equipment operation. Cold weather exacerbates vibration injury symptoms with reduced blood flow to extremities worsening numbness and pain, requiring work restrictions or cessation during cold periods for affected workers.

Consequence: Vibration white finger causing permanent numbness and pain in hands, carpal tunnel syndrome requiring surgical treatment, reduced grip strength and manual dexterity affecting work capacity, tingling and numbness in fingers interfering with fine motor tasks

Control measures

Deploy layered controls aligned to the hierarchy of hazard management.

Implementation guide

Mandatory Water Suppression System for Silica Dust Control

Engineering

Water suppression represents the primary engineering control for crystalline silica dust during concrete sawing and core drilling, now mandatory under Australian WHS regulations prohibiting dry cutting. The system delivers pressurized water directly to blade or core bit cutting zone suppressing dust generation at source before silica particles become airborne. For hand-held saws, integrated water delivery systems feed water through blade hub or external nozzles directing water streams onto both sides of blade at cutting zone, requiring 2-4 litres per minute flow rate for effective dust suppression. Walk-behind floor saws utilize similar integrated water delivery with higher flow rates 5-8 litres per minute matching larger blade sizes and higher cutting speeds. Wall saws and core drilling rigs include built-in water delivery through center of spindle supplying cooling and dust suppression directly to cutting surface. Water supply options include connection to mains water providing unlimited supply for extended cutting operations, portable water tanks typically 50-200 litre capacity for locations without mains access, or water recycling systems capturing and filtering water for reuse reducing water consumption and eliminating wastewater disposal. The engineering control eliminates 95-99% of airborne silica dust when properly implemented with adequate water flow maintained continuously throughout cutting operations, reducing operator exposure from potentially 10 mg/m³ during dry cutting to below 0.05 mg/m³ workplace exposure standard. Respiratory protection remains required as secondary control providing additional protection if water system temporarily fails or in situations where some dust generation is unavoidable, but water suppression is the primary mandatory control without which cutting must not proceed.

Implementation

1. Verify all concrete sawing and core drilling equipment fitted with functional water delivery systems before equipment use on any project 2. Connect saws to mains water supply where available using garden hose connection with minimum 15mm internal diameter preventing flow restriction 3. For locations without mains water, provide portable water tank minimum 100 litre capacity positioned to gravity-feed equipment or using pressurized tank system 4. Adjust water flow rate to achieve complete dust suppression with no visible dust generation during cutting, typically 2-4 L/min for hand-held saws, 5-8 L/min for floor saws 5. Check water delivery during first cut start monitoring for continuous water flow to blade/bit and adjusting flow rate if needed 6. Establish procedure that cutting ceases immediately if water flow stops or is inadequate, with equipment shutdown until water supply restored 7. For indoor cutting, contain water slurry using wet vacuum or barriers preventing slurry spread through building creating slip hazards and water damage 8. Dispose of concrete slurry appropriately as this contains concentrated silica dust and cannot be discharged to stormwater requiring settling and approved disposal 9. Inspect water delivery system daily checking hoses, fittings, and delivery nozzles for blockages, leaks, or damage affecting water flow 10. Document water suppression use in cutting logs recording that all cuts performed with adequate water suppression providing compliance evidence

Comprehensive Service Detection Before Cutting Operations

Elimination

Service detection eliminates service strike risk by locating embedded and concealed services before cutting commences, using multiple detection methods to verify service absence in cutting locations. The detection process begins with review of building plans, drawings, and service as-built documentation identifying indicated service locations in work areas, though plans alone are insufficient due to frequent inaccuracies and service relocations not reflected on plans. Electronic service detection using cable locators, pipe locators, and ground-penetrating radar (GPR) physically scans concrete surfaces identifying metallic services including electrical cables, conduits, plumbing pipes, and reinforcement steel to typical depth 300mm, with GPR additionally detecting non-metallic services including PVC pipes. Cover meters detecting reinforcement steel identify rebar locations preventing blade damage from steel contact and assisting in post-tensioned cable detection though not conclusively identifying stressed cables. Test drilling using small-diameter cores (typically 18-25mm) at proposed cut locations provides physical verification of service absence, penetrating through full concrete depth allowing visual inspection and measurement. The elimination hierarchy represents most effective control as confirmed service absence removes the hazard rather than attempting to prevent contact after cutting commences. Service detection must occur for every cutting location as services can vary significantly even over short distances, with detection immediately before cutting ensuring any recent service installations are identified. If services are detected in planned cutting locations, cuts must be relocated to avoid services or specific service protection measures implemented if relocation is impossible including service isolation for electrical cables or temporary support for pipes during cutting.

Implementation

1. Obtain and review building plans, electrical drawings, plumbing drawings, and as-built documentation for project identifying indicated service locations 2. Mark proposed cutting lines on concrete surfaces using chalk or marker clearly showing full cut extent before any detection commences 3. Scan proposed cutting areas using electronic service detection equipment including cable/pipe locator and GPR if available, working systematically across cutting zone 4. Mark any detected services on concrete surface using different colored markers for different service types (red electrical, blue water, yellow gas per AS 1345) 5. Conduct reinforcement scanning using cover meter along cutting lines identifying rebar positions and spacing to determine optimal cutting path between bars 6. Perform test drilling using 18-25mm diameter core drill at minimum 2 locations along cutting line, drilling through full concrete depth and inspecting for services 7. If core drilling encounters services, stop immediately and reassess cutting location feasibility, relocating cut if possible or arranging service protection/isolation 8. For suspended slabs where post-tensioned cables may exist, engage structural engineer to review cutting feasibility and approve cutting locations and depths 9. Document service detection process including plan review findings, electronic detection results, test drilling outcomes, photographing marked services 10. Brief operators on service detection findings before cutting commences, confirming services are marked and cuts avoid detected services

Blade Guard Maintenance and Kickback Prevention

Engineering

Blade guards provide physical barrier between rotating saw blade and operator preventing direct contact injuries, with guards designed to adjust automatically as blade wears maintaining protection throughout blade life. Effectiveness requires guards remain installed and properly adjusted, never removed or modified regardless of convenience or visibility concerns. Walk-behind floor saws utilize full-coverage guards enclosing blade except cutting zone entry point, with guards adjustable for different cut depths and blade sizes. Hand-held saw guards comprise metal or composite shrouds covering upper blade hemisphere providing protection if saw kicks back toward operator, though lower blade remains exposed during cutting creating contact risk requiring operator vigilance. Kickback prevention techniques address sudden backward thrust of saws when blades bind in cuts, caused by blade pinching in closing cuts, blade contacting reinforcement steel, operator loss of control, or incorrect cutting technique. Anti-kickback features including electronic blade monitoring systems detect rapid deceleration and trigger automatic motor shutdown, while mechanical clutches slip when kickback forces exceed normal cutting loads preventing full kickback energy transmission to operator. Operator technique prevents many kickback events including maintaining firm grip with both hands, positioning body to side of saw not directly behind it so kickback throws saw past operator rather than into them, never overreaching or cutting in unstable positions, and using push handles rather than pulling saws toward body. Blade selection prevents kickback by matching blade design to concrete hardness and aggregate type, with incorrect blade selection causing excessive heat buildup, blade binding, and kickback. Maintaining sharp blades ensures efficient cutting with reduced cutting forces minimizing kickback tendency, while worn blades require excessive operator force and generate heat promoting binding.

Implementation

1. Inspect blade guards before each saw use verifying guard is installed, properly adjusted for installed blade size, and provides maximum coverage 2. Never remove or modify blade guards for any reason including improved visibility or deeper cut access, requiring alternative equipment if standard guards prevent required work 3. Replace damaged guards immediately with manufacturer-approved guards maintaining original design protection level 4. Brief operators on kickback risk and prevention including body positioning, two-handed grip requirement, and avoiding overreaching or unstable positions 5. Select appropriate diamond blades for concrete hardness and aggregate type, consulting blade manufacturer recommendations and using professional-grade blades 6. Replace blades when segment height reduces to 3mm remaining diamond above steel core, as worn blades lose cutting efficiency and increase binding risk 7. Make relief cuts in sections where concrete may pinch blade, cutting from multiple directions or using sequential cuts preventing blade binding 8. Maintain equipment per manufacturer schedules including checking anti-kickback systems function correctly, replacing worn components, lubricating per specifications 9. Train operators in correct cutting techniques including maintaining steady feed pressure, avoiding forcing blade through cuts, recognizing binding signs and stopping immediately 10. Prohibit one-handed operation of hand-held saws under any circumstances requiring two-hand grip throughout cutting operations

Mechanical Handling Aids and Team Lifting for Equipment Movement

Engineering

Mechanical handling aids eliminate or reduce manual handling of heavy concrete cutting equipment through trolleys, lifting equipment, and mechanical positioning aids. Purpose-designed saw trolleys transport walk-behind floor saws and wall saw components from vehicles to work locations using large wheels negotiating construction site terrain, with folding or telescoping handles accommodating different operator heights and storage constraints. Wheeled core drill stands mount drilling rigs on mobile bases allowing positioning without lifting, though stairs and uneven surfaces still require manual carry where wheels cannot navigate. For wall saw track installation, vacuum lifters or magnetic lifting tools support track section weight during positioning and anchor bolt installation, reducing overhead work duration and eliminating sustained static loading on operator arms. Equipment storage on vehicles uses slide-out trays or hydraulic lifts lowering equipment to ground level for loading/unloading preventing repeated lifting into van or truck storage compartments. Team lifting protocols require minimum two workers for equipment exceeding 20kg weight, with three workers preferable for walk-behind saws and wall saw components exceeding 40kg, distributing load across multiple workers reducing individual lifting forces. Designated lifting points on equipment allow proper grip and lift posture, while communication protocols coordinate lift timing preventing unequal loading. Where mechanical aids cannot be used due to access constraints, manual handling technique training emphasizes correct lifting posture with neutral spine, lifting with leg muscles rather than back, avoiding twisting during lifts, and taking rest breaks during extended carrying reducing cumulative fatigue.

Implementation

1. Provide equipment trolleys for all walk-behind floor saws and wall saw components, with trolley wheels minimum 150mm diameter negotiating construction site surfaces 2. Install folding or quick-release handles on trolleys allowing compact storage in vehicles while providing ergonomic handle height during use 3. Use wheeled core drill stands rather than fixed stands where site conditions permit, selecting stands with adequate wheel size for surface conditions 4. Provide vacuum lifters or magnetic lifts for wall saw track installation, rated for section weights and tested before each use 5. Configure vehicle equipment storage using slide-out trays bringing equipment to van door opening eliminating deep reach-in requirements 6. Establish team lifting protocols requiring two workers minimum for floor saws, wall saw components, and drilling rigs with weight labels on equipment indicating lift requirements 7. Mark equipment lifting points using paint or labels showing optimal hand positions and lift points 8. Train operators in manual handling techniques including neutral spine lifting, leg power use, avoiding twisting, and requesting assistance when uncertain about lift safety 9. Plan work allowing equipment positioning close to cutting locations minimizing carrying distance when trolleys cannot access areas 10. Schedule adequate personnel for concrete cutting projects ensuring team lifting resources available throughout work rather than requiring solo lifting when work timing is tight

Hearing Conservation Program with Noise Exposure Monitoring

Administrative

Hearing conservation program prevents noise-induced hearing loss through systematic approach encompassing noise exposure monitoring, hearing protection provision and enforcement, audiometric testing, and work practice modifications. Noise monitoring using calibrated sound level meters measures actual operator exposure during representative concrete cutting tasks establishing baseline exposure levels and identifying high-noise activities requiring enhanced protection. Personal noise dosimetry worn by operators throughout work shifts measures cumulative exposure accounting for all cutting tasks, equipment operation, and work environment variations providing accurate total exposure assessment. The program establishes hearing protection requirements based on measured exposures, typically requiring Class 4-5 hearing protection providing 20-30 dB attenuation for concrete cutting operations consistently exceeding 100 dB(A) at operator positions. Multiple hearing protection options accommodate individual preferences and working conditions including disposable foam earplugs, reusable corded earplugs, and earmuffs, with electronic hearing protection allowing normal conversation while providing noise attenuation during equipment operation. Audiometric testing provides baseline hearing assessment before commencing concrete cutting work followed by periodic testing typically annually, detecting early hearing changes allowing intervention before significant permanent loss develops. Training covers hearing loss mechanisms, recognizing early symptoms including tinnitus and difficulty understanding speech in noise, correct hearing protection insertion achieving adequate seal, and consequences of inadequate protection. Administrative controls reduce exposure duration through work rotation among multiple operators, scheduling high-noise tasks to minimize individual exposure time, and implementing tool-down breaks during extended cutting operations.

Implementation

1. Conduct noise monitoring during typical concrete cutting operations measuring exposure at operator position for hand-held saws, floor saws, wall saws, and core drilling 2. Perform personal noise dosimetry measurement with representative operators wearing dosimeter throughout complete work shifts establishing cumulative exposure levels 3. Document noise exposure levels for each cutting task creating noise exposure matrix showing expected exposure for different equipment and work conditions 4. Provide Class 4-5 hearing protection to all concrete cutting operators with multiple options including disposable earplugs, reusable earplugs, and earmuffs 5. Demonstrate correct earplug insertion technique during training using fit-testing methods verifying adequate seal achieved in ear canal 6. Arrange baseline audiometric testing for all operators before commencing regular concrete cutting work, using qualified audiometric technician or occupational health service 7. Schedule annual audiometric testing comparing results against baseline identifying any significant threshold shifts indicating early hearing damage 8. Implement work rotation where multiple operators available, limiting individual exposure duration to high-noise cutting tasks through task sharing 9. Establish hearing protection zones designating all concrete cutting areas as mandatory hearing protection zones with signage per AS 1319 10. Enforce hearing protection compliance through supervisor monitoring with authority to remove operators refusing hearing protection use from site

Personal protective equipment

Half-Face P2/P3 Respirator with Silica Filtration

Requirement: AS/NZS 1716 P2 or P3 half-face respirator providing minimum 94-99% filtration efficiency for particulate matter including crystalline silica dust

When: Required as secondary control during all concrete sawing and core drilling operations even when water suppression is used, providing protection if water system temporarily fails or in situations where some dust generation occurs despite water use. P3 filtration (99%) preferred for extended cutting operations. Must be fit-tested per AS/NZS 1715 and requires clean-shaven face for adequate seal. Cartridges must be replaced per manufacturer schedule or when breathing resistance increases.

Safety Glasses with Side Shields and Impact Rating

Requirement: AS/NZS 1337.1 safety glasses medium to high impact rated with side shields protecting against concrete chips, blade fragments, and slurry splash

When: Mandatory during all concrete cutting operations protecting against concrete particles ejected at high velocity from cutting zone, water slurry splash from wet cutting, and potential blade fragment projection if blade failure occurs. Face shields worn over safety glasses provide additional protection during hand-held saw operation where operator face is close proximity to cutting zone. Must be impact-rated not just general safety glasses.

Hearing Protection Class 4-5 Earplugs or Earmuffs

Requirement: AS/NZS 1270 Class 4-5 hearing protection providing minimum 20 dB noise reduction, either disposable foam earplugs, reusable earplugs, or earmuffs

When: Required throughout all concrete cutting operations as noise levels consistently exceed 100 dB(A) at operator positions for hand-held saws, floor saws, and core drilling equipment. Must be worn continuously during equipment operation not just intermittently. Earplugs must be inserted correctly achieving seal in ear canal per manufacturer instructions and training. Electronic hearing protection allowing conversation while attenuating impact noise provides communication capability.

Steel Toe Safety Boots with Metatarsal Guards

Requirement: AS/NZS 2210.3 safety boots with steel toe caps and optional metatarsal guards protecting against foot crush from dropped equipment

When: Required for all concrete cutting work protecting against crush injuries from dropped saws weighing 10-80kg, floor saws rolling over feet during positioning, and impacts from concrete sections being removed. Metatarsal guards protecting top of foot from impact recommended for floor sawing where large concrete sections being cut create drop risk. Slip-resistant soles essential for wet conditions from water suppression systems.

Cut-Resistant Gloves with Grip Enhancement

Requirement: Cut-resistant gloves rated ANSI/ISEA Level A4 minimum providing protection against blade contact and cut injuries while maintaining adequate grip

When: Required during blade changing operations when handling diamond blades with sharp segments, during equipment maintenance involving sharp components, and when handling cut concrete sections with sharp edges. Not required during actual cutting operations where glove entanglement risk exceeds protection benefit, with bare hands or light work gloves preferred. Must fit snugly without excess material that could catch on rotating components.

Waterproof Apron and Gaiters for Wet Cutting

Requirement: Waterproof PVC or rubber apron covering torso and legs, with optional waterproof gaiters protecting lower legs from water slurry splash

When: Recommended for extended concrete cutting operations where water suppression generates substantial water slurry splashing onto operator clothing. Prevents clothing saturation reducing comfort and creating cold stress in cool conditions. Particularly useful for floor sawing where operators work in proximity to water slurry accumulation. Must not have loose sections that could contact rotating blades or equipment.

High Visibility Clothing Class D

Requirement: AS/NZS 4602.1 Class D high visibility vest or shirt providing daytime visibility in construction environments

When: Required when concrete cutting occurs in areas with mobile plant traffic, vehicular traffic, or where multiple trades working simultaneously requiring operator visibility to prevent struck-by incidents. Particularly important for floor sawing operations where operators moving across large slab areas may not be visible to equipment operators or other workers. Reflective components must be intact and garments clean for effectiveness.

Inspections & checks

Before work starts

  • Verify concrete cutting equipment water suppression systems functional with adequate water supply connected or portable tank filled
  • Inspect diamond blades for segment wear checking minimum 3mm diamond segment height remains above steel core, replace worn blades
  • Check blade guards installed and properly adjusted providing maximum coverage of blade except cutting zone
  • Confirm service detection completed for all cutting locations with test drilling results or GPR scan reports documented
  • Verify cutting equipment current safety inspection with guards, handles, and safety systems operational
  • Check hearing protection available for all operators with multiple options accommodating individual preferences
  • Inspect respiratory protection including P2/P3 respirators fit-tested and cartridges within use-by date
  • Confirm structural engineer approval obtained if cutting affects structural elements or post-tensioned slabs
  • Verify first aid equipment available including eyewash for slurry splash incidents and emergency contact numbers displayed
  • Conduct toolbox meeting reviewing cutting locations, service detection findings, dust control requirements, and emergency procedures

During work

  • Monitor water suppression system throughout cutting operations ensuring continuous water flow to blade/bit with no visible dust generation
  • Observe operators maintain correct body positioning during cutting staying to side of saw not directly behind kickback path
  • Verify hearing protection worn continuously during equipment operation not removed between cuts
  • Check respiratory protection worn correctly with proper seal and not displaced during work activities
  • Ensure operators not removing or modifying blade guards regardless of visibility or depth access concerns
  • Monitor equipment performance for any vibration, unusual noise, or handling changes indicating potential blade damage or equipment issues
  • Verify cutting proceeds per marked cutting lines avoiding detected services and remaining within approved cutting zones
  • Observe housekeeping around cutting areas with water slurry contained preventing slip hazards and ensuring drainage adequate
  • Check operators taking breaks during extended cutting operations preventing fatigue affecting attention and equipment control
  • Ensure adequate ventilation maintained if cutting indoors with doors or windows open and mechanical ventilation if available

After work

  • Inspect equipment after use checking for damage from cutting operations including blade condition, guard integrity, and water system function
  • Clean equipment thoroughly removing concrete slurry from all surfaces preventing hardening that damages components and affects function
  • Verify water suppression system flushed clear of concrete particles preventing system blockage before next use
  • Check blades removed from equipment and stored properly preventing damage and maintaining cutting edge quality
  • Inspect respiratory protection ensuring cartridges still within service life or flagged for replacement before next use
  • Document cutting completion including locations cut, total cutting time, water usage, and any issues encountered during operations
  • Dispose of concrete slurry and cutting waste appropriately as silica-contaminated waste requiring approved disposal not stormwater discharge
  • Verify cut concrete sections secured or removed preventing fall hazards from unstable concrete sections in openings
  • Conduct equipment maintenance per manufacturer schedules addressing any issues identified during inspection and scheduling servicing
  • Update cutting log documenting all cuts performed with dates, operators, equipment used, and confirmation water suppression used throughout

Step-by-step work procedure

Give supervisors and crews a clear, auditable sequence for the task.

Field ready
1

Service Detection and Cutting Location Verification

Begin concrete cutting operations with comprehensive service detection for all planned cutting locations minimum 24 hours before scheduled cutting. Obtain building plans, electrical drawings, plumbing drawings, and any as-built documentation from building owner or project manager, reviewing documentation to identify services indicated in work areas. Mark proposed cutting lines on concrete surfaces using chalk line or marker showing full extent of planned cuts with start points, end points, and cut paths clearly visible. Engage qualified service detection technician or use trained operators with service detection equipment to scan proposed cutting areas, beginning with electronic cable and pipe locators detecting metallic services. Systematically scan across cutting lines in perpendicular and parallel orientations ensuring comprehensive coverage, marking any detected services on surface using appropriate color codes: red for electrical, blue for water, yellow for gas, orange for telecommunications per AS 1345 standards. Conduct Ground Penetrating Radar (GPR) scanning if available providing detection of non-metallic services including PVC pipes and identifying reinforcement steel patterns and depth. Use reinforcement cover meter scanning along cutting lines identifying rebar positions and spacing, marking heavy reinforcement concentrations that may require cutting path adjustment or blade selection changes. Perform test core drilling at minimum two locations along each major cutting line using 18-25mm diameter core drill, drilling through full concrete thickness and visually inspecting core for services, measuring actual concrete thickness, and determining reinforcement density. If test drilling encounters services, immediately stop and reassess cutting location feasibility, documenting finding and consulting with project supervisor regarding cut relocation or service protection requirements. For suspended slabs where post-tensioned cables may exist, engage structural engineer to review all cutting proposals providing written approval of cutting locations, maximum cutting depths, and any reinforcement preservation requirements before cutting proceeds. Document complete service detection process including plan review findings, electronic detection results, GPR scans if performed, test drilling outcomes, and any services identified, attaching service location photographs to cutting documentation. Brief operators on service detection findings before cutting equipment mobilizes to site, providing service location plans and confirming operators understand service positions relative to cutting lines.

Safety considerations

Service detection provides high but not absolute certainty of service absence as services not shown on plans or too deep for electronic detection may exist. Maintain vigilance during cutting for unexpected services with protocol requiring immediate stop if blade behavior indicates striking embedded objects. For electrical services detected near cutting paths, arrange service isolation by qualified electrician before cutting proceeds. Never rely on plans alone without physical service verification as plan inaccuracies are common cause of service strikes.

2

Equipment Setup and Water Suppression System Connection

Transport concrete cutting equipment from vehicle to work location using trolleys where access permits or team lifting for equipment requiring carrying. Position floor saw, wall saw track, or core drilling stand at initial cutting location allowing optimal access to cutting line while maintaining operator working space and clearance for equipment operation. For walk-behind floor saws, verify cutting line is straight and accessible allowing saw to track along line without obstacles, positioning saw perpendicular to cutting line at start point. Install appropriate diamond blade on saw matching blade type to concrete hardness and aggregate type per manufacturer recommendations, with general-purpose blades for standard concrete, soft-bond blades for hard aggregate concrete, and hard-bond blades for abrasive aggregate. Verify blade guard is installed and properly adjusted for installed blade size providing maximum coverage, checking that guard rotates freely without binding and covers blade except cutting zone entry point. Connect water suppression system to saw's water inlet port using appropriate hose connection, ensuring connection is secure preventing water leakage during operation. For locations with mains water access, connect equipment to garden tap or hose bib using minimum 15mm internal diameter hose providing adequate flow without restriction. Where mains water unavailable, position portable water tank within 10 metres of cutting location ensuring gravity feed if using unpressurized tank, or connecting pressurized tank to equipment water inlet. Open water supply valve and verify water flows through blade hub or delivery nozzles onto blade at cutting zone, adjusting flow rate to achieve continuous water coverage of blade during rotation. For hand-held saws, ensure water reservoir tank filled to capacity if using saw-mounted tank system, or connect external water supply if available. Check that water slurry drainage from cutting area is adequate preventing water accumulation creating slip hazards or flooding building spaces, using wet vacuum for slurry collection indoors or establishing drainage to outside areas outdoors. Position generator or electrical connection for electric saw power supply ensuring adequate capacity for saw motor load, using RCD protection for all electrical equipment preventing electrocution risk if electrical faults develop. Prepare cutting area establishing exclusion zone with barrier tape or barriers preventing unauthorized persons approaching operating equipment, positioning warning signs indicating cutting operations in progress.

Safety considerations

Never commence cutting without functional water suppression system connected and verified flowing. Dry cutting of concrete is prohibited under Australian WHS regulations with severe penalties for non-compliance. Ensure adequate electrical supply capacity for electric saws as starting current exceeds running current potentially tripping inadequate circuits. Verify all personnel in cutting area wearing required PPE including respiratory protection, hearing protection, and safety glasses before equipment startup. Position fire extinguisher accessible if using petrol-powered equipment indoors due to fuel fire risk.

3

Execute Cutting Operation with Continuous Dust Control Monitoring

Start concrete cutting equipment following manufacturer starting procedures, allowing equipment to reach operating speed before blade contacts concrete surface. For walk-behind floor saws, position blade over cutting line at start point with blade not touching concrete, engage blade rotation bringing saw to full speed, then gradually lower blade into concrete using blade depth control beginning cut at shallow depth 30-50mm initially. Verify water flow commences immediately when blade contacts concrete with water visible on both sides of blade and slurry formation confirming adequate dust suppression, increasing water flow if any dust generation visible. Advance saw forward along cutting line at steady pace maintaining consistent cutting speed, monitoring cutting behavior and adjusting advance rate if excessive blade loading occurs indicated by motor speed reduction or saw handling difficulty. For first cut pass at shallow depth, establish cutting groove along full cutting line then return for subsequent deeper passes incrementally increasing cutting depth by 50-100mm per pass until reaching final required depth. Monitor blade performance throughout cutting watching for unusual vibration, lateral blade movement, or sounds indicating blade damage, stopping immediately if any abnormalities detected. Maintain proper body positioning standing to side of saw not directly behind it preventing injury if kickback occurs, maintaining firm two-handed grip on saw handles, avoiding overreaching or unstable positions. For hand-held saws, mark cutting line depth guide on concrete surface ensuring consistent cutting depth along cut length, beginning cut at one end and advancing steadily along line maintaining blade perpendicular to surface. Monitor water slurry accumulation around cutting area using wet vacuum to collect slurry if needed preventing slip hazards and ensuring slurry does not enter building drains or stormwater systems. Take regular breaks during extended cutting operations allowing equipment cooling and operator rest, typical pattern requiring 10-minute break every 45-60 minutes continuous cutting. If cutting encounters reinforcement steel indicated by increased cutting resistance and sparking, reduce cutting speed allowing blade to cut through steel rather than forcing saw through reinforcement creating blade damage risk. Complete each cutting line fully before repositioning equipment to new location, ensuring cut depth is consistent along entire length and meets specified penetration requirements.

Safety considerations

Maintain continuous water flow throughout all cutting operations with immediate work stoppage if water flow ceases. Monitor respiratory protection ensuring proper seal maintained throughout cutting not displaced by head movements or perspiration. Be alert for blade binding in cut which creates kickback risk, immediately stopping saw if blade binds rather than forcing through binding. If striking unexpected embedment in concrete including services or thick reinforcement, stop immediately and reassess before proceeding. Ensure adequate ventilation if cutting indoors as water suppression alone does not eliminate all dust with some fine particles remaining airborne requiring respiratory protection.

4

Post-Cutting Equipment Cleaning and Maintenance

After completing cutting operations, cease water flow and allow blade to stop completely before attempting any equipment contact or blade removal. Clean concrete cutting equipment thoroughly removing all concrete slurry from saw surfaces, blade guard, handles, and frame using water hose and brush before slurry hardens creating difficulty in removal and damaging components. Flush water delivery system by running clean water through system for 1-2 minutes removing concrete particles from internal passages, hoses, and nozzles preventing blockages that affect water flow in subsequent use. Remove diamond blade from equipment inspecting blade for damage including missing segments, cracked core, or excessive segment wear, measuring remaining segment height and replacing blade if less than 3mm diamond height remains above steel core. Clean blade thoroughly removing concrete buildup from segments and core that affects cutting performance and cooling, storing blades properly to prevent damage to cutting surfaces. Inspect blade guard checking for cracks, loose fasteners, or damage that compromises guard protection function, repairing or replacing damaged guards immediately before next equipment use. Check equipment fuel level for petrol-powered saws refueling if needed for next day's work, storing equipment with adequate fuel preventing downtime during work schedule. For electric saws, wind power cords properly preventing kinks and inspect cords for cuts or damage to insulation requiring cord replacement. Wipe down equipment handles and controls removing moisture and slurry preventing corrosion and maintaining comfortable grip surfaces. Document equipment use in maintenance log recording operating hours, any issues observed during operation, blade changes performed, and next scheduled maintenance due date. Transport equipment back to vehicle or storage location using trolleys or team lifting, loading equipment into vehicle properly secured preventing movement during transport. Dispose of concrete slurry collected during cutting operations appropriately recognizing slurry contains high silica dust concentration requiring disposal at approved facilities not discharge to stormwater or sewers. Update cutting completion records documenting all cuts completed with dates, operators, total cutting time, water usage quantity, and any issues encountered requiring follow-up.

Safety considerations

Never attempt blade removal or equipment maintenance while equipment is running or blade is rotating. Concrete slurry is slippery creating fall hazards during equipment cleanup requiring caution when working on wet surfaces. Dispose of water containing concrete slurry appropriately as pH is high and silica content creates environmental concern if discharged inappropriately. Clean respiratory protection after use removing dust contamination and inspecting for damage, replacing disposable filters per manufacturer schedules. Document any equipment damage or performance issues requiring repair before equipment reuse ensuring only serviceable equipment returns to work.

Frequently asked questions

Is water suppression always required when cutting concrete in Australia?

Yes, water suppression or equivalent engineering dust control is mandatory for all concrete cutting in Australia following December 2020 regulatory changes prohibiting dry cutting of materials containing crystalline silica including concrete, manufactured stone, and masonry. The prohibition applies across all Australian jurisdictions under model WHS Regulations, making dry cutting without dust controls illegal regardless of work duration or cutting extent. Water suppression must be active continuously throughout cutting operations delivering adequate water flow to suppress dust at source, with respiratory protection required as secondary control providing protection if water systems temporarily fail. The only exception to mandatory water suppression is use of on-tool dust extraction systems using HEPA-filtered vacuum capturing dust at cutting point, though water suppression remains preferred method as most practical and effective for concrete cutting. Respiratory protection alone without engineering controls (water or extraction) is explicitly inadequate and non-compliant with regulations. Penalties for dry cutting without controls include fines up to $500,000 for corporations and $100,000 for individuals, plus potential prosecution for serious health and safety breaches if worker silica exposure exceeds workplace exposure standards. The regulatory change followed identification of silicosis outbreaks in construction workers with concrete cutting identified as high-risk activity for silica exposure, making enforcement priority for WHS regulators. Contractors must ensure all concrete cutting equipment has functional water delivery systems and adequate water supply before any cutting proceeds, with documented procedures requiring work stoppage if water flow ceases during operations. For indoor cutting where water creates challenges with floor protection and drainage, contractors must establish water collection and drainage systems rather than attempting dry cutting which remains prohibited. The absolute requirement for dust suppression reflects serious health consequences of silica exposure including silicosis, lung cancer, and kidney disease, with no safe exposure level for crystalline silica exposure making dust elimination critical.

How do I detect post-tensioned cables before core drilling or sawing suspended slabs?

Post-tensioned cable detection in suspended concrete slabs is critical before any cutting as cable strike releases stored tension energy violently causing serious injuries and potential slab collapse. Begin detection by reviewing building construction drawings specifically looking for post-tensioned slab notation, stressing records showing cable locations and paths, and as-built documentation from original construction. Post-tensioned slabs constructed from 1970s onward are common in Australian commercial construction particularly for large floor plates and long spans, with presence indicated by small ducts visible at slab edges where cables were stressed. Visual inspection of slab edges may reveal grouted cable anchorages with circular patches 75-150mm diameter showing cable termination points, though many anchorages are concealed within facades. Ground Penetrating Radar (GPR) provides most effective non-destructive detection method identifying cable tendons as linear features running through slab depth, with qualified GPR operators able to distinguish post-tension cables from conventional reinforcement through depth profiles and continuous linear patterns. Cover meter scanning detects metallic cables but cannot distinguish prestressed cables from conventional reinforcement requiring GPR confirmation. The critical requirement for post-tensioned slab cutting is engaging structural engineer to review all proposed cutting locations before any work proceeds, as engineer assessment considers structural impact of cutting including whether cables can be cut safely with temporary support, whether cutting affects slab structural capacity requiring strengthening, and maximum safe cutting depth preserving required reinforcement. Many post-tensioned slabs have zones where no cutting is permissible and other zones where limited depth cutting may proceed without affecting tendons, with engineer approval documenting safe cutting parameters. Test drilling using small 18mm diameter cores provides physical verification before major cutting proceeds, though striking cables with test cores still risks cable damage requiring structural assessment even for small penetrations. If cable strike occurs indicated by sudden drilling resistance, loud noise, concrete spalling, or visible cable at hole bottom, immediately cease work, evacuate area beneath slab, engage structural engineer urgently to assess damage, and potentially install temporary props supporting slab until repairs completed. Some contractors install props beneath slab before any cutting of post-tensioned slabs as precautionary measure, though this does not replace requirement for engineer approval and cable location. The severe consequences of post-tension cable strike including worker injury, slab collapse, building evacuation, and expensive structural repairs means absolute certainty of cable absence or engineer-approved cutting methods must exist before any cutting proceeds.

What respiratory protection do I need for concrete cutting with water suppression?

Respiratory protection remains mandatory during concrete cutting even when water suppression is used effectively, as water suppression reduces but does not completely eliminate silica dust exposure. The WHS regulatory requirement establishes water suppression or equivalent as primary mandatory engineering control, with respiratory protection required as secondary control providing additional protection against residual dust exposure. For concrete cutting with effective water suppression, P2 disposable respirators providing 94% filtration efficiency represent minimum acceptable respiratory protection for short-duration intermittent cutting operations lasting less than 2 hours daily. For regular concrete cutting operations or extended duration work, P3 half-face respirators providing 99% filtration efficiency are preferred offering higher protection factor and reusable design making them more economical for daily use. Powered Air Purifying Respirators (PAPR) with P3 filters provide highest protection level and are recommended for full-time concrete cutting operators, using battery-powered fan delivering filtered air to full-face mask or hood eliminating breathing resistance and providing comfort during extended work. All respirators must be fit-tested per AS/NZS 1715 before initial use verifying adequate face seal without air leakage around mask edges, with quantitative or qualitative fit testing methods acceptable. Fit testing must be repeated if worker changes respirator model, experiences significant weight change affecting facial structure, or develops facial scars or conditions affecting seal. Clean-shaven face is mandatory for respirator users as facial hair prevents adequate seal allowing unfiltered air bypass, with some organizations prohibiting beards for workers in silica exposure roles. Filter cartridge replacement must follow manufacturer schedules typically based on hours of use or breathing resistance increase, with disposable P2 respirators discarded after single work shift or when breathing difficulty develops. The respiratory protection program requires worker training covering silica health hazards, correct respirator donning and seal-checking procedures, storage and maintenance requirements, and recognizing respirator failure signs requiring replacement. Medical clearance verifies workers can safely wear respirators without respiratory or cardiovascular conditions preventing safe use, conducted by occupational health physician before respirator issue. For indoor cutting where ventilation may be limited, air quality monitoring using silica dust sampling verifies that combined engineering controls and respiratory protection maintain worker exposure below workplace exposure standard of 0.05 mg/m³ measured as 8-hour time-weighted average. Some contractors require P3 respirators for all concrete cutting regardless of work duration providing consistent protection standard and eliminating decisions about appropriate protection level for specific circumstances.

Can I remove blade guards to achieve deeper cutting depth?

No, removing or modifying blade guards is absolutely prohibited and represents serious safety violation creating immediate danger of contact injuries, blade fragment projection injuries if blade breaks, and kickback injuries from loss of equipment control. Blade guards are essential safety feature mandated by equipment safety standards and WHS regulations, designed by manufacturers as integral safety component not optional accessory that can be removed based on operator preference or work requirements. If cutting depth required exceeds capacity of available equipment with guards installed, the correct response is obtaining appropriate equipment with larger blade capacity, performing cutting from both sides of element meeting in middle, or using alternative cutting methods such as progressive cuts deepening incrementally, not removing guards from inadequate equipment. Removing guards voids equipment safety certification meaning equipment becomes non-compliant for use on construction sites, creates serious liability exposure for contractor if incidents occur, and typically voids insurance coverage as incident resulted from deliberate safety system removal. Inspectors observing equipment with removed or modified guards will issue immediate prohibition notices stopping work until guards are reinstalled and may issue fines for safety violations. Multiple fatalities have occurred from concrete saw blade contact where guards were removed, with post-incident investigations finding guard removal was contributing factor allowing blade contact that guards would have prevented. Kickback incidents become substantially more severe without guards as blade has unrestricted path to strike operator body or face rather than being deflected by guard structure. Blade breakage incidents project blade fragments in uncontrolled directions when guards are absent, whereas intact guards contain fragments protecting operators and bystanders. The temptation to remove guards often stems from insufficient planning resulting in equipment inadequate for actual cutting requirements, or attempting to complete work faster rather than making multiple passes, neither of which justifies increased injury risk from guard removal. Supervisors must actively monitor equipment ensuring guards remain installed and taking disciplinary action against operators who remove guards, as pattern of guard removal indicates inadequate safety culture requiring intervention. The fundamental principle is that if standard equipment with guards cannot safely accomplish required cutting, different equipment or cutting methods must be used rather than compromising safety systems to force inadequate equipment to perform work beyond its safe design limitations.

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Overview

Concrete sawing and core drilling is performed by specialist concrete cutting contractors with expertise in diamond tool technology, equipment operation, and construction safety. The work occurs across all construction phases from new construction requiring doorway openings and service penetrations through to renovation and demolition projects requiring concrete removal and structural modifications. Operators require extensive training in equipment operation, understanding of concrete properties affecting cutting behavior, knowledge of diamond tool selection for different concrete hardness and aggregate types, and systematic approach to work planning ensuring services are located and cutting proceeds safely without structural compromise or injury incidents. Hand-held concrete saws powered by petrol, electric, or hydraulic motors use diamond blades 230-350mm diameter cutting to maximum 120-150mm depth, suitable for cutting chases for services, cutting expansion joints, removing damaged concrete sections, and creating shallow penetrations. Walk-behind floor saws comprising heavy steel frame with diamond blade typically 450-750mm diameter cut floor slabs, roadways, and horizontal surfaces to depths 150-400mm, used extensively for control joint installation, slab section removal, and creating trenches for underground services. Wall saws mounted on guide rails cut vertical concrete surfaces including walls, columns, and overhead slab soffits with blade sizes 450-1000mm cutting to depths exceeding 600mm, enabling creation of doorway and window openings, removal of concrete wall sections, and cutting structural modifications under engineering direction. Wire saws utilize diamond bead wire typically 11mm diameter running on hydraulic drive wheels cutting through massive concrete structures including bridge sections, structural columns, and large concrete elements in demolition applications where conventional sawing is impractical. Core drilling operations use rotary diamond core bits attached to drilling rigs mounted on anchor stands or hand-held for small diameter cores, creating penetrations 18mm to 450mm diameter for services including electrical conduit, plumbing pipes, HVAC ductwork, anchor bolts, and concrete test samples. All concrete cutting operations generate crystalline silica dust requiring mandatory water suppression per WHS regulations, with water delivered through blade or bit supplying continuous cooling and dust suppression throughout cutting operations. Equipment maintenance including blade and bit inspection, replacement when worn beyond safe limits, checking of water delivery systems, and verification of machine guards and safety systems ensures safe reliable equipment operation. The specialized nature of the work means most construction projects engage concrete cutting subcontractors rather than performing cutting with general construction labor, ensuring work is performed by qualified operators with appropriate equipment and safety systems.

Why This SWMS Matters

Concrete sawing and core drilling has been subject to increased regulatory scrutiny following identification of silicosis clusters in construction workers, with Safe Work Australia data showing crystalline silica exposure during concrete cutting frequently exceeded workplace exposure standards by factors of 10-100 times when dry cutting was performed without dust controls. From December 2020, prohibition on dry cutting of concrete, manufactured stone, and masonry came into effect nationally, requiring water suppression or on-tool dust extraction with respiratory protection as secondary control only. Multiple prosecutions with fines exceeding $250,000 have been issued for concrete cutting without adequate dust controls, with courts finding that silicosis risk was well-known and engineering controls were readily available making failures to implement controls grossly negligent. Recent Victorian prosecution resulted in $400,000 fine for contractor performing extensive concrete sawing without water suppression, with multiple workers developing early-stage silicosis identified through health monitoring. Beyond silica hazards, concrete sawing incidents have caused fatalities from equipment contact when operators removed guards attempting to achieve greater cutting depth, serious injuries from blade breakage launching blade fragments at operators or bystanders, and electrocutions from striking concealed electrical cables not located before cutting. The combination of serious health hazards from dust exposure and acute injury risks from equipment operation creates high-consequence risk environment requiring detailed SWMS documentation and strict procedural compliance. WHS Regulation 2011 classifies work involving crystalline silica exposure as requiring specific risk management, with concrete sawing and core drilling generating silica exposure in virtually all applications unless comprehensive dust controls are implemented. Principal contractors have duty to ensure subcontractors performing concrete cutting have adequate SWMS and implement documented dust controls, with liability extending to principal contractors even when cutting is performed by subcontractors if supervision and verification of controls is inadequate. Insurance companies require documented concrete cutting procedures including dust control verification, with some insurers requiring air monitoring during cutting operations demonstrating exposure levels remain below workplace exposure standard of 0.05 mg/m³. The specialized nature of concrete cutting work and serious consequences of inadequate controls means that detailed SWMS documentation specific to each project's cutting requirements is essential rather than generic procedures being adequate. For businesses performing concrete cutting, comprehensive SWMS demonstrates due diligence in worker protection, provides evidence of systematic safety management, and ensures consistent application of controls across different projects and operators.

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