Stabilising Road Pavement Safe Work Method Statement

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Road pavement stabilisation involves treating existing road materials with chemical additives (cement, lime, bitumen emulsion, or proprietary agents) to improve load-bearing capacity, reduce plasticity, and enhance durability. Stabilisation occurs in-situ using specialised machinery that pulverises, mixes, and compacts treated materials.

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Overview

What this SWMS covers

Pavement stabilisation improves marginal quality road materials transforming them into durable, load-bearing surfaces suitable for heavy traffic. The process treats existing pavement or subgrade in-situ, eliminating costly material removal and replacement. Stabilising agents bind soil particles, reduce moisture susceptibility, and increase structural capacity. Common treatments include cement stabilisation, lime stabilisation, bitumen stabilisation, and proprietary chemical additives. Cement stabilisation creates rigid pavement layers through hydraulic reaction between cement, water, and soil. Typical cement content ranges from 3-8% by dry weight of soil. The process produces durable, high-strength pavement suitable for heavy traffic loading. Lime stabilisation (using quicklime or hydrated lime) modifies clay soils reducing plasticity and increasing workability. Lime treatment is particularly effective for high-plasticity clay subgrades that would otherwise be unsuitable for pavement construction. Stabilisation operations involve heavy machinery including reclaimer/pulverisers, water carts, spreader trucks, and compaction rollers. The reclaimer pulverises existing pavement to specified depth (typically 150-300mm) whilst simultaneously mixing in stabilising agent. Water addition achieves optimum moisture content for compaction. Vibratory rollers compact the stabilised material achieving specified density requirements. The entire process must occur rapidly—stabilised material has limited workability time before chemical reactions commence. Chemical exposure represents the primary hazard in stabilisation work. Cement and lime are strongly alkaline causing chemical burns on contact with skin or eyes. Dust generation during dry material spreading creates inhalation hazards and reduces visibility. Hydrated lime undergoes exothermic reaction when wetted, generating heat that can cause burns. Some proprietary stabilising agents contain hazardous chemicals requiring specific handling procedures and personal protective equipment. This SWMS covers all pavement stabilisation activities from site preparation through final compaction and curing. It applies to cement, lime, and chemical stabilisation of road pavements, shoulders, and parking areas. The document addresses traffic management, heavy machinery operation, chemical handling, dust control, and emergency response procedures for stabilisation operations.

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

Why this SWMS matters

Chemical burns from cement and lime exposure cause serious injuries including permanent scarring and vision loss. These alkaline materials penetrate skin gradually—workers may not notice initial contact but develop severe burns hours later. Eye exposure to cement or lime dust can cause corneal damage and blindness if not immediately flushed. Australian construction sites report dozens of chemical burn injuries annually from cement-based products, many involving long-term medical treatment. Respiratory exposure to cement and lime dust causes silicosis—a progressive, incurable lung disease. Both materials contain crystalline silica classified as carcinogenic to humans. Long-term exposure results in irreversible lung damage, reduced capacity, and increased susceptibility to respiratory infections. Cement and lime are also respiratory sensitisers potentially triggering occupational asthma with ongoing exposure. Adequate dust control and respiratory protection are essential to prevent these chronic health effects. Heat exposure during lime stabilisation creates significant hazards. Quicklime (calcium oxide) reacts vigorously with water generating temperatures exceeding 150°C. Workers applying water to freshly spread lime face steam burns and heat stress. The exothermic reaction can ignite combustible materials and cause thermal burns on contact with wet lime. Hydrated lime also generates heat on wetting though less extreme than quicklime. Heat generation is rapid and unpredictable—workers must maintain distance during water application. Heavy machinery operation during stabilisation involves multiple plant items working in close proximity with limited visibility due to dust generation. Reclaimer operators have restricted rear vision requiring spotters or proximity detection systems. Reversing incidents between mobile plant items cause fatalities in road construction annually. Interaction between plant and ground workers creates struck-by hazards—clear separation and communication protocols are essential. Public safety hazards arise from stabilisation works on public roads. Chemical dust drifts beyond work zone affecting passing motorists and nearby residents. Alkaline runoff contaminating stormwater drains creates environmental hazards. Traffic control failures expose workers and public to vehicle strikes. Works in live traffic lanes require comprehensive traffic management plans with appropriate speed reduction, lane closures, and warning signage. Compliance with traffic management standards, chemical handling regulations, and WHS dust control requirements protects workers, public, and environment during pavement stabilisation operations.

Reinforce licensing, insurance, and regulator expectations for Stabilising Road Pavement 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

High

Direct contact with or inhalation of cement, lime, or chemical stabilising agents during spreading, mixing, and compaction operations. Cement and lime are strongly alkaline (pH 12-13) causing chemical burns on contact with skin, eyes, or mucous membranes. Dry powdered materials generate dust clouds during loading, spreading, and pulverisation. Wet materials adhere to skin and penetrate through clothing. Prolonged contact intensifies chemical reaction and burn severity.

Consequence: Chemical burns ranging from mild irritation to severe tissue damage requiring skin grafts. Eye exposure causes corneal burns, vision impairment, or permanent blindness. Skin contact results in dermatitis, cracking, and burns particularly on hands and arms. Chronic exposure causes respiratory sensitisation and occupational asthma. Immediate decontamination required within seconds to prevent serious injury.

High

Inhalation of cement, lime, or silica dust generated during dry material spreading, pulverisation, and mixing operations. Dust clouds reduce visibility and create respiratory hazards. Cement and lime dust contains crystalline silica classified as carcinogenic. Respirable dust particles penetrate deep into lungs causing inflammation and scarring. Dust generation increases in windy conditions and during high-volume spreading operations. Ground workers and equipment operators both experience exposure.

Consequence: Acute respiratory irritation causing coughing, throat irritation, and breathing difficulty. Chronic exposure causes silicosis—irreversible progressive lung disease reducing respiratory capacity. Increased cancer risk from crystalline silica inhalation. Occupational asthma from cement and lime sensitisation. Vision impairment and eye damage from dust exposure. These conditions develop progressively with cumulative exposure over months or years.

High

Rapid heat generation when quicklime or hydrated lime contacts water during moisture conditioning of stabilised pavement. Quicklime (calcium oxide) undergoes vigorous exothermic reaction with water producing temperatures exceeding 150°C. Steam generation creates scalding hazard. Wet lime adhering to skin causes thermal burns in addition to chemical burns. Heat generation is immediate and intense when water contacts concentrated lime. The reaction continues until all lime is consumed or moisture is depleted.

Consequence: Thermal burns from steam exposure during water application to lime-stabilised material. Combined chemical and thermal burns from wet lime contacting skin. Heat stress in workers applying water during summer conditions. Ignition of combustible materials from generated heat. Equipment damage from extreme temperatures. Burns require immediate cooling and medical treatment.

High

Multiple heavy plant items (reclaimers, water carts, spreader trucks, rollers, graders) operating simultaneously in limited work zones with reduced visibility from dust generation. Equipment blind spots and rear vision limitations create struck-by hazards. Ground workers conducting testing and inspection work near operating machinery. Reversing operations in congested areas. Equipment swing radius overlapping adjacent work areas. Communication difficulties due to machinery noise and dust.

Consequence: Fatal or serious injuries from workers struck by mobile plant or caught between equipment. Collision between plant items causing equipment damage and operator injuries. Ground workers run over during reversing operations. Crush injuries from proximity to operating machinery. These incidents occur rapidly with minimal warning—prevention requires strict exclusion zones and communication protocols.

High

Stabilisation works on operational roadways expose workers and plant to passing traffic. Inadequate traffic control allows vehicles to enter work zones at unsafe speeds. Public drivers unfamiliar with work zone protocols may disregard traffic control. Dust from stabilisation operations reduces visibility for passing motorists. Long work zones require multiple traffic controllers with clear communication. Works may extend across multiple lanes requiring complex traffic management.

Consequence: Fatal vehicle strikes of workers or traffic controllers. High-speed vehicle incursions into work zone striking plant or personnel. Multi-vehicle crashes in work zones due to reduced visibility or inadequate warning. Public fatalities from inadequate traffic management. These incidents have high severity with multiple potential fatalities. Traffic management must meet relevant standards and receive independent audit.

Control measures

Deploy layered controls aligned to the hierarchy of hazard management.

Implementation guide

Engineering

Systematic dust control through water application, material handling modifications, and work method adjustments minimises airborne dust generation. Continuous water spray during spreading, mixing, and compaction operations suppresses dust at source. Work method modifications reduce dust-generating activities during high-wind conditions.

Implementation

1. Apply water spray immediately ahead of reclaimer/pulveriser during pulverisation operations 2. Use enclosed spreader trucks or tarped loads when transporting dry stabilising agents 3. Minimise drop height when loading or spreading dry materials reducing dust generation 4. Position water cart operators to maintain continuous spray on active work areas 5. Suspend spreading operations when wind speeds exceed 30km/h or as directed by dust monitoring 6. Apply surface water to completed stabilised sections preventing dust generation from cured material 7. Implement real-time dust monitoring using visual assessment and particulate meters 8. Schedule high-dust activities during periods of low wind and minimal public exposure

PPE

Comprehensive PPE provides barrier protection against chemical exposure from cement, lime, and stabilising agents. Equipment selection addresses both dust inhalation and skin contact hazards. Proper fitting and maintenance ensures PPE effectiveness throughout work duration.

Implementation

1. Provide P2 respirators or powered air-purifying respirators (PAPRs) for workers in dust-exposed areas 2. Supply chemical-resistant gloves (nitrile or neoprene) covering forearms for material handling 3. Issue full-coverage clothing including long-sleeve shirts, long trousers, and high-neck design preventing skin exposure 4. Provide safety glasses with side shields and face shields for spreading and mixing operations 5. Supply gumboots or chemical-resistant safety boots preventing cement penetration through laces 6. Implement respirator fit testing annually for all workers wearing tight-fitting respirators 7. Train workers in proper PPE donning, doffing, and decontamination procedures 8. Establish PPE inspection program ensuring equipment replaced when damaged or degraded

Engineering

Comprehensive traffic management establishes safe separation between workers and public traffic through lane closures, speed reduction, and physical barriers. Traffic control devices warn approaching motorists and guide them safely through work zone. Work zone design provides adequate working space and equipment manoeuvrability.

Implementation

1. Develop traffic management plan (TMP) complying with AS 1742.3 and state road authority requirements 2. Implement advance warning signage minimum 500 metres before work zone on high-speed roads 3. Establish reduced speed limits appropriate to work zone configuration (typically 40km/h) 4. Deploy physical barriers (water-filled barriers, concrete barriers) separating workers from live traffic 5. Position traffic controllers at both ends of work zone with clear line of sight and communication 6. Use high-visibility signage including flashing lights and 'WORKS AHEAD' advance warning 7. Schedule works during off-peak periods or implement lane closures reducing traffic interaction 8. Conduct independent TMP audit before works commence verifying compliance with standards

Administrative

Systematic controls manage heat exposure from both exothermic lime reactions and environmental conditions. Work procedures minimise direct exposure to heat-generating reactions. Rest schedules and hydration protocols prevent heat-related illness during summer operations.

Implementation

1. Brief water cart operators on exothermic reaction hazards before commencing lime stabilisation 2. Maintain minimum 5-metre distance when applying water to freshly spread lime allowing reaction heat to dissipate 3. Apply water in multiple light passes rather than single heavy application reducing reaction intensity 4. Monitor workers for heat stress symptoms during summer lime stabilisation operations 5. Implement scheduled rest breaks in shaded or air-conditioned areas every 2 hours 6. Provide unlimited access to cool drinking water maintaining hydration during hot conditions 7. Schedule lime stabilisation during cooler parts of day (early morning or late afternoon) in summer 8. Cease works if heat index exceeds safe working limits or workers show heat illness symptoms

Administrative

Clear separation protocols and communication systems prevent interaction between mobile plant and ground workers. Exclusion zones around operating machinery prevent access during high-risk activities. Spotter systems compensate for equipment blind spots. Technology assists where practical visibility is limited.

Implementation

1. Establish 10-metre exclusion zone around operating reclaimer/pulveriser equipment 2. Assign dedicated spotter for all reversing operations maintaining visual contact with operator 3. Implement UHF radio communication between all plant operators and ground workers 4. Install reversing cameras and proximity detection systems on equipment with limited rear visibility 5. Conduct pre-start briefing coordinating plant movements and identifying interaction points 6. Use high-visibility clothing (Class D day/night) for all ground workers in plant operating areas 7. Implement 'plant has right of way' protocol requiring ground workers to clear plant operating areas 8. Suspend plant operations if communication systems fail or visibility becomes inadequate

Administrative

Immediate decontamination procedures minimise injury severity from chemical exposure. On-site emergency equipment provides rapid response before medical assistance arrives. All personnel trained in chemical exposure first aid can assist injured workers reducing response time.

Implementation

1. Position portable eyewash stations within 10 metres of all material spreading and mixing operations 2. Provide emergency shower or high-volume water supply for body decontamination 3. Train all workers in immediate response to cement/lime exposure: remove contaminated clothing, flush affected area with water for minimum 20 minutes 4. Maintain first aid kits stocked with eye irrigation solution, burn dressings, and chemical exposure response equipment 5. Display emergency procedure signage at multiple locations showing decontamination steps 6. Arrange medical surveillance for workers with history of chemical exposure or sensitisation 7. Brief all personnel on location of emergency equipment and fastest access routes 8. Conduct emergency response drills quarterly practicing chemical exposure scenarios

Personal protective equipment

Requirement: P2 particulate respirators minimum, powered air-purifying respirators (PAPRs) for extended duration work or high-dust environments

When: Worn during all spreading, pulverising, and mixing operations where dust exposure occurs

Requirement: Nitrile or neoprene gloves extending to mid-forearm preventing cement and lime contact with skin

When: Worn during all material handling, spreading operations, and manual work with stabilised materials

Requirement: Long-sleeve shirts, long trousers, high-neck design covering all exposed skin, light-coloured for heat reflection

When: Worn continuously during all stabilisation operations preventing skin contact with alkaline materials

Requirement: Safety glasses with side shields as minimum, face shields for material spreading and high-exposure activities

When: Safety glasses worn continuously, face shields during identified high-risk activities

Requirement: Gumboots or chemical-resistant safety boots preventing alkaline material penetration through laces or seams

When: Worn during all ground work in stabilised areas and when handling wet cement or lime mixtures

Requirement: Class D day/night high-visibility vest or jacket worn over protective clothing

When: Required for all work in traffic-exposed areas or where mobile plant operates

Inspections & checks

Before work starts

  • Verify traffic management plan approved by road authority and traffic control devices positioned correctly
  • Inspect spreader trucks and storage silos confirming adequate dry material supply for planned work
  • Test water cart spray systems verifying adequate pressure and coverage for dust suppression
  • Check reclaimer/pulveriser condition including mixing rotors, water injection, and depth control systems
  • Verify all mobile plant equipped with reversing alarms, cameras, and proximity detection where specified
  • Confirm emergency eyewash stations positioned and filled with clean water
  • Test UHF radio communication between all plant operators and ground personnel
  • Brief all personnel on work sequence, hazard controls, and emergency procedures for the day's operations

During work

  • Monitor dust generation continuously adjusting water application rates to maintain suppression
  • Verify ground workers maintain exclusion distances from operating reclaimer and compaction equipment
  • Check traffic control effectiveness observing vehicle speeds and compliance with work zone controls
  • Inspect PPE condition on all workers replacing damaged respirators, gloves, or protective clothing
  • Monitor workers for heat stress symptoms during lime stabilisation and high-temperature conditions
  • Verify stabilising agent application rates match design specifications using calibrated spreading equipment
  • Conduct visual assessment of mixing depth and uniformity confirming specification compliance
  • Monitor weather conditions suspending dust-generating activities if wind speeds become excessive

After work

  • Decontaminate all equipment removing cement or lime residue before next mobilisation
  • Inspect completed pavement sections verifying adequate compaction and surface finish achieved
  • Clean and refill emergency eyewash stations replacing water after use
  • Check workers for chemical exposure symptoms providing first aid or medical referral as required
  • Conduct PPE inspection identifying damaged equipment requiring replacement
  • Document production quantities, application rates, and quality test results in daily records
  • Verify traffic management devices remain in position protecting curing pavement from traffic
  • Complete incident reports documenting any chemical exposures, near misses, or equipment failures

Step-by-step work procedure

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

Field ready

Conduct Site Assessment and Traffic Management Setup

Review approved traffic management plan verifying it addresses current site conditions and traffic volumes. Check for changes since TMP development including new driveways, temporary activities, or modified traffic patterns. Coordinate with road authority and local police if required by TMP conditions. Position advance warning signage minimum 500 metres before work zone on both approaches to high-speed roads. Install signs progressively reducing speed limits (e.g., 100-80-60-40km/h zones). Deploy physical barriers (water-filled barriers or concrete blocks) separating work area from live traffic lanes where specified. Position traffic controllers at both ends of work zone ensuring clear sight lines and communication. Conduct service location verification identifying underground utilities that could be damaged by reclaimer depth penetration. Mark service locations clearly on pavement surface. Verify clearances adequate for planned stabilisation depth. Inspect existing pavement surface noting defects, depressions, or areas requiring additional treatment. Establish site access points for material delivery vehicles coordinating with traffic management to minimise disruption.

Safety considerations

Traffic management setup exposes workers to passing traffic before protection systems are fully established. Use mobile message boards and advance warning vehicles during setup phase. Traffic controllers must be trained and hold current traffic control certificates. Inadequate separation or warning signage results in vehicle incursions causing fatalities.

Prepare Stabilising Agent and Application Equipment

Verify stabilising agent type and quantity matches project specifications and design application rate. Check delivery documentation confirming material meets specified standards. Store bagged materials on pallets protected from moisture. Bulk silos require weather protection and dust collection systems during filling operations. Calibrate spreader trucks to deliver specified application rate (typically expressed as kg/m² or percentage by dry weight of soil). Test calibration on short trial section measuring spread width and application uniformity. Adjust spreader controls to achieve specification compliance. Document calibration results in quality control records. Inspect reclaimer/pulveriser equipment verifying mixing rotor condition, water injection system function, and depth control accuracy. Test depth control system confirming it maintains specified treatment depth throughout work area. Check water cart spray bar coverage ensuring full pavement width receives adequate dust suppression. Fill water tanks from approved water sources avoiding contaminated or saline water that could affect stabilisation reaction.

Safety considerations

Dry cement and lime are strongly alkaline and generate significant dust during loading operations. Wear full PPE including respirator during material loading. Avoid skin contact with dry powders—chemical burns develop gradually and may not be immediately apparent. Ensure adequate ventilation when loading enclosed silos or spreader trucks.

Apply Stabilising Agent to Pavement Surface

Position spreader truck at designated start location ensuring alignment with pavement centreline or spread pattern marks. Commence spreading at specified rate maintaining consistent forward speed. Spreader discharge creates dust cloud—position water cart immediately behind spreader applying light mist to suppress airborne dust without prematurely wetting dry material. Maintain accurate spread width ensuring complete coverage without gaps or excessive overlaps. Mark pavement edges or use guide strings maintaining straight spreading pattern. Spreader operator monitors application rate continuously adjusting discharge as needed. Ground workers remain clear of spreader truck during operation maintaining minimum 10-metre separation from discharge point. Apply stabilising agent in uniform layer across treatment width. Avoid piling or concentration in specific areas. Spread additional material manually if required in isolated areas not accessible to spreader truck. Complete spreading operations quickly—some stabilising agents (particularly cement) begin reacting with atmospheric moisture reducing effectiveness if left too long before mixing.

Safety considerations

Dust generation during spreading creates visibility hazards and respiratory exposure. Maintain continuous dust suppression but avoid over-wetting that causes premature reaction. Workers downwind of spreading operations experience greatest dust exposure—position personnel upwind where practical. Cease spreading if wind speeds create uncontrollable dust conditions.

Pulverise and Mix Stabilising Agent into Pavement

Position reclaimer/pulveriser at start of spread area verifying depth control set to specified treatment depth (typically 150-300mm). Engage water injection system delivering calculated water quantity through rotor box during mixing. Commence forward travel at speed providing adequate mixing time (typically 0.5-2 metres per minute depending on soil type and equipment). Rotor blades pulverise existing pavement material whilst simultaneously mixing stabilising agent to uniform consistency. Monitor mixing depth continuously using depth indicator on equipment. Adjust depth control if actual depth deviates from specification. Water injection during mixing achieves moisture content near optimum for compaction whilst suppressing dust generation. Observe mixed material visual characteristics confirming uniform colour indicating thorough mixing. Poorly mixed material shows streaking or colour variation requiring additional mixing passes. Collect samples of mixed material for laboratory testing verifying stabilising agent content and moisture content meet specifications. Ground workers conducting sampling must coordinate with reclaimer operator maintaining safe distance from operating equipment.

Safety considerations

Reclaimer creates significant noise, vibration, and dust despite water injection. Operator has limited rear visibility—dedicated spotter assists during reversing operations. Ground workers sampling or inspecting mixed material must remain clear of rotor box—rotating blades cause fatal injuries if contacted. Communication between operator and ground workers is difficult due to equipment noise—establish clear hand signals.

Apply Additional Water for Moisture Conditioning

Assess mixed material moisture content comparing to optimum moisture for specified stabilising agent and soil type. Optimum moisture typically ranges from 95-105% of maximum dry density moisture content. Add water using water cart if mixed material is below optimum. Apply water uniformly across treatment width using multiple light passes rather than heavy single application. For lime stabilisation, water application triggers exothermic reaction generating significant heat and steam. Water cart operator maintains minimum 5-metre distance from freshly spread lime during initial wetting allowing reaction to commence before approaching closer. Apply water gradually watching for steam generation. Excessive water in single application intensifies heat generation and can cause material to become over-wet. Reshape and remix material if additional water is added ensuring moisture distributes evenly throughout treatment depth. Grade material to design cross-fall and longitudinal profile before final compaction. Remove excess material or add material to low areas achieving uniform thickness. Verify final moisture content using field testing methods before commencing compaction.

Safety considerations

Exothermic lime reaction creates steam burns and heat stress hazards. Workers applying water must wear full PPE and maintain safe distance until reaction subsides. Quicklime reaction is particularly violent—brief workers before applying water to lime-stabilised sections. Heat generation continues for several minutes after wetting—avoid walking on or working in freshly wetted lime-stabilised areas.

Compact Stabilised Material to Specification

Commence compaction immediately after mixing and moisture conditioning before stabilising agent begins hardening reaction. Cement-stabilised material typically requires completion of compaction within 2-3 hours of mixing. Lime stabilisation allows longer working time but should still be compacted promptly for optimal results. Select compaction equipment appropriate for material type and layer thickness. Vibratory smooth-drum rollers provide effective compaction for most stabilised pavements. Begin rolling from outer edges progressing towards centreline on crowned sections. Overlap previous roller passes by minimum 150mm ensuring complete coverage. Maintain consistent forward speed (typically 3-5 km/h) throughout compaction operations. Conduct field density testing verifying achieved compaction meets specification requirements (typically 95-98% of maximum dry density). Test frequency matches project quality plan (commonly every 100-200 metres or per specified area). Use nuclear density gauge, sand replacement method, or other approved testing procedures. Recompact areas failing density requirements if material remains within workable time limits.

Safety considerations

Compaction rollers create struck-by hazards for ground workers conducting density testing and inspection. Roller operators have limited visibility of personnel behind or beside equipment. Testing personnel coordinate with roller operator before entering compaction area. Vibratory rollers generate noise requiring hearing protection. Dust from compaction operations continues until surface sealing or priming is applied.

Apply Surface Seal and Commence Curing Period

Apply surface sealing treatment immediately after completing compaction preventing moisture loss during curing. Sealing options include bitumen emulsion prime coat, curing compound spray, or water fog application depending on project specifications. Prime coat application provides moisture retention whilst preparing surface for subsequent asphalt layers. Maintain moisture content during curing period particularly for cement-stabilised pavements requiring moisture for hydraulic reaction to progress. Water curing involves light spray application maintaining surface moisture without saturating material. Cover small areas with plastic sheeting or damp hessian preventing evaporation. Curing duration depends on stabilising agent type—cement typically requires 7 days minimum, lime allows earlier trafficking. Protect cured pavement from premature trafficking using barriers or continued traffic management. Light construction traffic may be permitted during curing but heavy trafficking causes damage requiring repair. Monitor weather forecasts during curing period—heavy rainfall can damage freshly stabilised pavements before adequate strength development. Provide drainage preventing water ponding on stabilised sections.

Safety considerations

Bitumen emulsion spraying creates slip hazards and skin contact issues. Wear appropriate PPE and maintain safe distance from spray bar. Traffic management continues protecting curing pavement from public traffic—maintain barriers and signage throughout curing period. Workers accessing curing pavement for testing or inspection coordinate with traffic controllers maintaining safe separation from traffic.

Decontaminate Equipment and Personnel

Decontaminate all equipment at end of each work day removing cement or lime residue before material hardens. Hardened cement and lime damage equipment and make subsequent cleaning extremely difficult. Rinse spreader trucks, reclaimer rotors, and compaction rollers thoroughly using high-pressure water. Pay particular attention to mixing chambers, rotor boxes, and hard-to-reach areas where material accumulates. Contain wash water during equipment decontamination preventing alkaline runoff contaminating stormwater systems. Use designated washdown areas with appropriate drainage or bunded containment. Collect washwater for pH neutralisation before discharge or disposal through licensed liquid waste contractor. Some sites prohibit on-site washdown requiring equipment to return to depot for cleaning. Personnel decontamination commences before breaks and at end of shift. Remove dust from clothing using brush or compressed air before removing garments—this prevents dust inhalation during clothing removal. Wash hands and forearms thoroughly using soap and water before eating, drinking, or smoking. Shower at end of shift removing all alkaline dust from hair and skin. Launder work clothing separately from personal clothing preventing cross-contamination.

Safety considerations

Equipment washdown creates slip hazards from wet surfaces and chemical exposure from alkaline washwater. Wear gumboots and chemical-resistant gloves during washdown operations. High-pressure water jets cause injection injuries if directed at skin—use appropriate nozzles and safe operating procedures. Alkaline washwater is environmental hazard requiring proper containment and disposal.

Frequently asked questions

What immediate first aid is required for cement or lime exposure to skin or eyes?

For skin exposure, immediately remove contaminated clothing and rinse affected area with large quantities of clean water for minimum 20 minutes. Do not scrub or use soap initially as this can drive alkaline material deeper into skin—gentle flushing is most effective. After thorough rinsing, wash with mild soap and continue rinsing. Seek medical assessment for any exposure causing redness, pain, or skin damage. For eye exposure, immediately flush with clean water or eye irrigation solution for minimum 20 minutes, holding eyelids open to ensure thorough flushing of all surfaces. Remove contact lenses if present after initial flushing. Seek immediate emergency medical treatment—eye exposure can cause permanent damage including blindness. All cement and lime exposures should receive medical assessment even if symptoms seem minor initially. Chemical burns from alkaline materials develop progressively over hours and early intervention prevents serious injury. Never apply ointments, creams, or neutralising agents without medical direction.

How do I know if dust suppression during stabilisation is adequate?

Adequate dust suppression is achieved when visible dust generation is minimal and dust does not extend beyond the immediate work zone. Visual assessment is primary monitoring method—if dust clouds are visible beyond 10-20 metres from operation point or persist after material is wetted, dust suppression is inadequate. Workers downwind of operations should not be experiencing dust exposure affecting breathing or visibility. Increased water application rates during spreading and pulverising operations usually resolves dust issues. However, avoid over-wetting which causes material to become muddy and affects compaction—moisture content must remain within specification range. Wind speed significantly affects dust generation—if dust cannot be controlled despite maximum water application, suspend operations until wind speeds decrease below 30km/h. Some specifications require air quality monitoring using particulate meters measuring dust concentrations at work zone boundaries. If monitoring shows PM10 particulate levels exceeding 50 micrograms per cubic metre (or other specified limits), implement additional dust controls or cease operations. Remember that dust control is both worker safety issue and environmental compliance requirement—complaints from nearby residents indicate inadequate dust suppression.

What safety distance should be maintained when applying water to lime-stabilised pavement?

Water cart operators should maintain minimum 5-metre distance when making initial water application to freshly spread lime. This separation allows the exothermic reaction to commence without exposing operator to generated steam and heat. The reaction between quicklime (calcium oxide) and water produces temperatures exceeding 150°C and generates large volumes of steam creating scalding hazard. Even hydrated lime produces significant heat though less extreme than quicklime. After initial reaction subsides (typically 1-2 minutes), distance can be reduced for subsequent water passes achieving final moisture content. Apply water in multiple light passes rather than heavy single application—this distributes reaction heat over time reducing intensity. Ground workers should remain outside 10-metre radius from active lime wetting operations. The exothermic reaction creates additional heat stress for workers—schedule lime stabilisation during cooler parts of day where possible. Brief all personnel on lime reaction hazards before commencing operations. Some workers may be unfamiliar with lime properties and approach wetted areas without understanding heat generation risks. Emergency response equipment including burn dressings should be immediately available during lime stabilisation work.

Can I perform pavement stabilisation in wet weather or forecast rain?

Generally, pavement stabilisation should not proceed during rain or when rain is forecast within the curing period (typically 24-72 hours depending on stabilising agent). Rainfall during spreading operations washes away dry stabilising agent before mixing occurs, wasting material and preventing proper treatment. Rain during or immediately after mixing dilutes the stabilising agent reducing effectiveness and potentially causing complete failure of stabilisation. Rainfall on freshly compacted stabilised pavement before adequate strength development causes raveling, erosion, and loss of compaction. Some specifications explicitly prohibit stabilisation work when rain is forecast within 24 hours or when existing pavement is wet. Exceptions exist for bitumen emulsion stabilisation which is less affected by moisture, though excessive water still creates problems. If unexpected rain occurs during operations, immediately apply temporary surface protection using plastic sheeting or rapid-setting sealing products if available. Bitumen emulsion prime coat can provide rain protection if applied immediately after compaction. If rain damages freshly stabilised pavement before adequate curing, affected areas may require removal and re-stabilisation. Prevention is always preferable—monitor weather forecasts closely and avoid commencing stabilisation when rain is likely within curing period.

What respiratory protection is required during pavement stabilisation operations?

P2 particulate respirators are minimum requirement for workers exposed to cement, lime, or silica dust during spreading, pulverising, and compaction operations. These half-face respirators filter 94% of airborne particles providing protection against respirable crystalline silica, cement dust, and lime dust. P2 respirators must be properly fitted—facial hair prevents adequate seal reducing protection. Annual fit testing is mandatory for all workers wearing tight-fitting respirators ensuring proper seal is achieved. For extended duration work (more than 4 hours continuous) or high-dust environments, upgrade to powered air-purifying respirators (PAPRs) providing higher protection level and reduced breathing resistance. PAPRs use battery-powered fans drawing air through filters delivering clean air to full facepiece or hood. They provide protection even with facial hair and reduce heat stress compared to tight-fitting respirators. All respiratory protection must comply with AS/NZS 1716:2012 standard. Respirators require maintenance including filter replacement, cleaning, and inspection before each use. Workers must be medically cleared to wear respirators—some medical conditions preclude respirator use. Inadequate respiratory protection during stabilisation work causes chronic lung diseases including silicosis which is irreversible and progressive. These conditions develop over years of cumulative exposure making prevention essential.

How long must stabilised pavement cure before trafficking, and what controls protect it during curing?

Curing duration depends on stabilising agent type and strength requirements. Cement-stabilised pavement typically requires minimum 7 days curing before opening to traffic, with some specifications requiring 14 or 28 days for full strength development. Light construction traffic may be permitted after 3-5 days if adequate early strength is achieved. Lime-stabilised pavement often allows earlier trafficking—typically 3-7 days depending on lime content and site conditions. Bitumen emulsion stabilisation may allow trafficking within 24-48 hours after adequate curing. During curing period, maintain traffic management protecting stabilised pavement from public traffic. Barriers, signage, and traffic controllers prevent unauthorised access. If pavement must remain open to traffic during curing, implement speed restrictions and axle load limits preventing damage to developing pavement. Apply surface sealing immediately after compaction preventing moisture loss—cement requires moisture for hydraulic reaction to progress. Water curing using light spray maintains surface moisture but avoid over-wetting causing saturation. Monitor cured pavement for raveling, cracking, or damage particularly after rain events. Some projects specify strength testing before trafficking is permitted—core samples or deflection testing verify adequate strength development. Never allow full traffic loading on stabilised pavement before specified curing period completes—premature trafficking causes permanent damage requiring costly repairs.

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