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Technical risk assessment

Civil, Structural and Construction Engineering Risk Assessment: Design, Site Operations and Maintenance Controls

A worked example of how a civil and structural engineering team finds, scores and controls the risks in design, temporary works, site operations, materials and maintenance of built assets.

Updated November 2026 8 hazards assessed Review every 3 months Highest risk: Critical to High
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Executive summary

This assessment shows how a civil, structural and construction team can find, rate and control the risks that matter most to people, structures and the public. Eight hazards were chosen because they are plausible on a building, bridge or infrastructure project, from design and specification mismatch to excavation collapse, lifting, falls, supplier quality, buried services, contamination and later maintenance. Each risk is scored before controls and again after existing controls and proposed additional controls. Excavation collapse and falls from height start in the Critical band, and service strikes and lifting start in the High band. After added controls most risks fall to Medium or Low, but collapse and fall exposure stay High because the impact of failure is severe. The first actions are temporary works permits, edge protection, service marking and independent design checks. The project is a teaching example, so every score illustrates method, not a real structure.

Focus area
Civil, structural and construction engineering
Setting
Design and construction of buildings, bridges and civil infrastructure on a medium-sized project
Method
Five by five likelihood and severity risk register

Scope

This assessment covers a civil and structural engineering project from design checks and specification through excavation, temporary works, frame erection, materials supply, handover and early maintenance. It looks at risks to people, structures, programme, cost and the public. Jurisdiction, contract form, ground conditions and the detailed design codes are not specified, so they are treated as assumptions for teaching only. It does not provide design calculations and does not replace a formal site-specific assessment.

Context

The example project has a design office that produces drawings and calculations, a principal contractor running the site, subcontractors for groundworks, steelwork and concrete, and a supplier network for reinforcement, cement and precast units. Plant includes excavators, mobile cranes and concrete pumps. The site has existing services, an adjacent occupied building and a watercourse. Each risk is scored before controls to show its natural level, then again after existing controls and the additional controls proposed here. Qualified engineers and licensed professionals must review all design and structural decisions.

Objectives, assets and stakeholders

The objective is to deliver a safe, sound and compliant structure on time and within budget, protect workers and the public during construction, and keep the asset safe in use. The assets in scope are the permanent structure, temporary works, plant and lifting equipment, existing services, neighboring buildings, the watercourse and the design and test records. Stakeholders include site workers and subcontractors, the principal contractor, designers and checkers, material suppliers, the client and future asset owner, neighbors, the public and the regulators. Clear roles matter: every risk has one owner role, the construction manager keeps the register current, and design decisions are signed off only by qualified engineers.

Risk matrix: before and after controls

Each cell shows hazard numbers placed by likelihood and impact. Compare the two grids to see how controls move each hazard.

Before controls

Inherent risk

Risk before controls: rows are likelihood from almost certain to rare, columns are impact from insignificant to catastrophic. Cells list hazard numbers.
1
Insignificant
2
Minor
3
Moderate
4
Major
5
Catastrophic
5 Almost certain
4 Likely Likelihood 4, impact 4, score 16, high: H01 Likelihood 4, impact 5, score 20, critical: H02 H05
3 Possible Likelihood 3, impact 3, score 9, medium: H08 Likelihood 3, impact 4, score 12, high: H04 Likelihood 3, impact 5, score 15, high: H03 H07
2 Unlikely Likelihood 2, impact 4, score 8, medium: H06
1 Rare

After controls

Residual risk

Risk after controls: rows are likelihood from almost certain to rare, columns are impact from insignificant to catastrophic. Cells list hazard numbers.
1
Insignificant
2
Minor
3
Moderate
4
Major
5
Catastrophic
5 Almost certain
4 Likely
3 Possible
2 Unlikely Likelihood 2, impact 2, score 4, low: H08 Likelihood 2, impact 3, score 6, medium: H04 Likelihood 2, impact 4, score 8, medium: H01 H02 H03 Likelihood 2, impact 5, score 10, high: H05
1 Rare Likelihood 1, impact 4, score 4, low: H06 Likelihood 1, impact 5, score 5, medium: H07
  • Low 1 to 4
  • Medium 5 to 9
  • High 10 to 16
  • Critical 17 to 25

Hazard register

A summary first, then the detail for each hazard.

Summary of hazards with scores before and after controls
No.HazardBeforeAfterOwner
H01 Design error or specification mismatch 16 High 8 Medium Lead structural engineer
H02 Temporary works and excavation collapse 20 Critical 8 Medium Temporary works coordinator
H03 Lifting operations and mobile plant 15 High 8 Medium Site safety manager
H04 Substandard concrete and reinforcement from suppliers 12 High 6 Medium Procurement and quality manager
H05 Falls from height during frame erection 20 Critical 10 High Construction manager
H06 Contaminated ground and hazardous materials 8 Medium 4 Low Environmental adviser
H07 Striking buried or overhead services 15 High 5 Medium Site supervisor
H08 Maintenance backlog and inspection gaps after handover 9 Medium 4 Low Asset manager
H01

Design error or specification mismatch

Operational Before 16 After 8

Calculations, drawings or specified materials do not match the ground conditions, loads or site practice, so the built element is weaker or different from what the design intended.

Who or what is affected: Site workers, future occupants and the client

Causes

Late design changes, incomplete ground information and drawings issued in different revisions.

Consequences

Remedial works, delay, extra cost and a structure that may not perform as intended.

Existing controls

  • Design calculations are prepared by a qualified engineer.
  • Drawings are checked against the specification before issue.

Control gaps

Superseded revisions are not always withdrawn from site, so old drawings can still be used.

Additional controls

  • Prevent: Require an independent design check for every structural element before issue for construction.
  • Detect: Compare as built dimensions and material test results with the design at each hold point.
Likelihood 4 x impact 4 before; 2 x 4 after Owner: Lead structural engineer Target: Within 30 days Early warning: Site instruction or drawing revision not reflected in the issued register within two days.
H02

Temporary works and excavation collapse

Safety Before 20 After 8

Trench walls, propping, shoring or temporary support fails under soil or loading, and workers are buried or struck by collapsing material or nearby plant.

Who or what is affected: Groundworks crew, passers by and adjacent building occupants

Causes

Unexpected soft ground, water ingress, surcharge from plant and skipped inspections.

Consequences

Serious injury or death, stoppage, investigation and damage to neighboring property.

Existing controls

  • Excavations are designed by a competent engineer for the expected soil.
  • Spoil heaps are kept back from the edge of excavations.

Control gaps

Inspections are recorded on paper and not reviewed by the coordinator before work resumes.

Additional controls

  • Prevent: Use a temporary works design and a permit to excavate for every trench deeper than the agreed limit.
  • Detect: Inspect supports and ground condition at the start of each shift and after rain.
Likelihood 4 x impact 5 before; 2 x 4 after Owner: Temporary works coordinator Target: Within 14 days Early warning: Cracking in adjacent surfaces or water seepage at the trench face reported by any operative.
H03

Lifting operations and mobile plant

Safety Before 15 After 8

A load is lifted beyond rated capacity, slung incorrectly or swung into people, or a mobile crane or excavator strikes a worker, structure or overhead line during slewing.

Who or what is affected: Lifting team, banksmen, nearby operatives and the public

Causes

Poor ground under crane outriggers, wind, unclear signals and rushed lifts.

Consequences

Crushing injury, fatality, damaged structure and programme loss.

Existing controls

  • Lift plans are prepared for critical lifts.
  • Operators hold current competence records.

Control gaps

Ground bearing checks are done once at setup and not repeated after rain or excavation.

Additional controls

  • Prevent: Set exclusion zones around all lifts and keep pedestrians out of the swing radius.
  • Detect: Inspect slings, hooks and lifting accessories before every use and tag defective items out of service.
Likelihood 3 x impact 5 before; 2 x 4 after Owner: Site safety manager Target: Within 30 days Early warning: Near miss reports involving slewing plant or a load swinging over a walkway.
H04

Substandard concrete and reinforcement from suppliers

Supplier Before 12 After 6

Delivered cement, aggregate, reinforcement or precast units do not meet the specified strength, cover or dimensions, so the structure does not achieve its design capacity.

Who or what is affected: Structural engineers, the client and future users

Causes

Pressure to meet programme, substitution of materials and weak supplier audit.

Consequences

Failed tests, cores taken from the structure, rework and possible rejection of elements.

Existing controls

  • Supplier certificates are checked on delivery against the order.
  • Cube tests are taken for each pour.

Control gaps

Certificates are accepted without checking that they match the delivered batch number.

Additional controls

  • Prevent: Approve suppliers through a documented assessment that includes their test records and quality plan.
  • Detect: Witness a sample of batching and check reinforcement cover before each pour.
Likelihood 3 x impact 4 before; 2 x 3 after Owner: Procurement and quality manager Target: Within 45 days Early warning: Cube results falling close to the minimum or a delivery arriving without a batch number.
H05

Falls from height during frame erection

Safety Before 20 After 10

Workers fall from steel beams, formwork, scaffolds or open edges while fixing, decking or stripping, through missing guardrails, unstable access or unsafe climbing.

Who or what is affected: Steelworkers, formwork crews and general laborers

Causes

Pressure to speed up erection, guardrails removed for access and reliance on harnesses.

Consequences

Fatal or serious injury, enforcement action and work stoppage.

Existing controls

  • Edge protection is installed before work starts on each level.
  • Harnesses are issued and inspected before use.

Control gaps

Edge protection is removed for deck fixing and not replaced at the end of the day.

Additional controls

  • Prevent: Use guardrails and safe access before any work at height, and avoid reliance on harnesses where possible.
  • Respond: Practice a rescue plan for suspended workers and keep a rescue kit at each lift zone.
Likelihood 4 x impact 5 before; 2 x 5 after Owner: Construction manager Target: Within 14 days Early warning: Guardrail found missing or temporarily removed at the end of a shift.
H06

Contaminated ground and hazardous materials

Environmental Before 8 After 4

Excavation disturbs contaminated soil, buried waste, asbestos containing materials in existing structures or fuel leaks, exposing workers and releasing pollutants to water.

Who or what is affected: Groundworkers, neighbors and the watercourse ecology

Causes

Unknown historic use, incomplete site survey and unexpected finds.

Consequences

Worker exposure, pollution incident, remediation cost and regulator action.

Existing controls

  • A ground investigation is reviewed before excavation starts.
  • Demolition surveys identify hazardous materials before work begins.

Control gaps

Unexpected finds are not always reported until spoil has already been moved.

Additional controls

  • Prevent: Keep a register of contaminated materials and a plan for segregation and disposal by a licensed contractor.
  • Detect: Test soil and runoff at agreed points and record results against the applicable limits.
Likelihood 2 x impact 4 before; 1 x 4 after Owner: Environmental adviser Target: Within 30 days Early warning: Unusual odor, staining or sheen in excavations or site runoff.
H07

Striking buried or overhead services

Safety Before 15 After 5

Excavators, drills or piling rigs strike buried electrical cables, gas mains or water lines, or cranes and tall plant contact overhead lines, causing shock, fire or flooding.

Who or what is affected: Groundworkers, plant operators and nearby occupants

Causes

Out of date records, services missing from drawings and plant working too close.

Consequences

Electrocution, explosion or fire, flooding, outage to neighbors and prosecution.

Existing controls

  • Service records are obtained before excavation begins.
  • Trial holes are dug by hand near known services.

Control gaps

Service plans are not checked against site surveys, so unmarked services are missed.

Additional controls

  • Prevent: Set a safe approach distance for plant near overhead lines and mark all services on site before digging.
  • Respond: Stop work and evacuate on any strike, isolate the service and call the owner immediately.
Likelihood 3 x impact 5 before; 1 x 5 after Owner: Site supervisor Target: Within 14 days Early warning: Service found in a trial hole that is not shown on the service plan.
H08

Maintenance backlog and inspection gaps after handover

Legal and compliance Before 9 After 4

Completed structures, bearings, drainage, joints or protective coatings are not inspected or maintained after handover, so deterioration goes unseen until it affects safety or service.

Who or what is affected: Asset owner, maintenance staff and users

Causes

Incomplete handover documents, budget cuts and unclear responsibilities.

Consequences

Reduced service life, unplanned closure, repair cost and legal liability.

Existing controls

  • Operation and maintenance manuals are issued at handover.
  • Annual inspection is scheduled for major structures.

Control gaps

Inspection reports are filed but defects are not tracked through to closure.

Additional controls

  • Prevent: Build a maintenance schedule into the asset register with named owners and intervals agreed with the client.
  • Detect: Record defects found during inspection and review the trend each quarter.
Likelihood 3 x impact 3 before; 2 x 2 after Owner: Asset manager Target: Within 90 days Early warning: Open defects older than the agreed repair time for the same asset.

Rating method and evaluation

Each risk is rated on two five-point scales. Likelihood runs from Rare to Almost certain, and severity runs from Negligible to Catastrophic, with numbers 1 to 5 for each. Multiplying the two gives a score from 1 to 25, which falls into one of four bands: Low from 1 to 4, Medium from 5 to 9, High from 10 to 16 and Critical from 17 to 25. The score orders work and does not measure risk exactly. Inherent risk is the score before any controls are applied. Residual risk is the score after existing controls and the additional controls proposed here are in place. Severity is judged on harm to people first, then on damage to structures, public effects, programme and cost. A safety or structural risk is never rated down only because it has not yet happened. Any residual score that stays High or Critical needs senior sign off and a dated plan. Medium risks need routine controls and a named owner, and Low risks are accepted and monitored. Ratings are challenged by the people who do the work at toolbox talks, by an independent checker and in a review after each near miss or indicator breach. A rating that cannot be justified by evidence is changed.

Likelihood, impact and rating bands

Likelihood

  • 5 Almost certain: Expected to happen in most circumstances.
  • 4 Likely: Will probably happen in many circumstances.
  • 3 Possible: Could happen at some time.
  • 2 Unlikely: Not expected, but it could happen.
  • 1 Rare: Only in exceptional circumstances.

Impact

  • 1 Insignificant: No lasting effect. Handled within routine work.
  • 2 Minor: Small effect that is quickly corrected.
  • 3 Moderate: Noticeable effect that needs managed effort to correct.
  • 4 Major: Serious effect on people, delivery or reputation.
  • 5 Catastrophic: Severe or lasting effect that threatens the whole activity.

Bands (likelihood x impact)

  • Low (1 to 4): Accept and monitor.
  • Medium (5 to 9): Manage with routine controls.
  • High (10 to 16): Senior attention and a treatment plan.
  • Critical (17 to 25): Act first. Do not proceed until reduced.

Monitoring, escalation and review

Review this assessment every 3 months, and sooner when an indicator below reaches its threshold.

Early-warning indicators and escalation thresholds
Indicator to watchEscalate when
Trenches open beyond the permit period or without a current inspection record.Escalate to the temporary works coordinator at once, and stop work in the trench until the inspection is recorded.
Missing or removed guardrails found at the end of a shift.Escalate to the construction manager the same day, and to the client if the same gap recurs within a week.
Cube test results falling close to the specified minimum.Escalate to the lead structural engineer when two consecutive results are close, and hold the pour until reviewed.
Reported service strikes or services found in trial holes that are not on the plan.Escalate to the site supervisor at once, and to the asset owner for any live service involved.
Open defects older than the agreed repair time on handed over assets.Escalate to the asset manager after the agreed time, and to the client board if overdue by more than 30 days.

Contingency arrangements

If a serious event occurs, such as a collapse, a service strike or a structural defect found in testing, the site supervisor stops work in the affected area, makes the area safe and secures the scene. Injured people receive first aid and emergency services are called. The lead structural engineer assesses the element before any work resumes, and the temporary works coordinator checks supports. The client, regulators and affected utility owners are informed through the construction manager as required in the relevant jurisdiction. Remedial design is carried out by a qualified engineer, and records are preserved for any investigation.

Prioritized action plan

  1. Confirm the temporary works design and excavation permit for all trenches, owner temporary works coordinator, within 14 days.
  2. Install and check edge protection before any work at height, owner construction manager, within 14 days.
  3. Mark buried and overhead services and set plant approach distances, owner site supervisor, within 14 days.
  4. Complete an independent design check and drawing revision control, owner lead structural engineer, within 30 days.
  5. Approve suppliers and tie delivery checks to batch records, owner procurement and quality manager, within 45 days.

Conclusion

Safe and sound construction depends on a few steady habits: verified designs, controlled temporary works, safe access at height, traceable materials, marked services and maintained assets after handover. The highest scores sit with excavation collapse and falls, and both have controls that bring residual risk down. Treat the register as a working record, review it on the stated cycle and after every incident or design change, and seek qualified engineering and legal advice for any real project decision.

Assumptions and limitations

Assumptions

  • Jurisdiction and design codes are not named, so requirements are described in general terms only.
  • Ground conditions are unknown until investigation results are reviewed by a qualified geotechnical engineer.
  • Subcontractors hold their own competence records and insurance.

Limitations

  • The scores are examples for learning and do not describe any real project or structure.
  • Structural, geotechnical and legal matters need specialist review by licensed professionals.
  • This is educational content and does not replace a formal site-specific risk assessment or engineering advice.

Related frameworks to study

  • Hierarchy of controls
  • Three lines model of risk ownership
  • Design verification by an independent checker
  • Permit to work system for high risk activities

Technical Risk Assessment

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For Learning Reference Only: This assessment demonstrates how risk assessment principles are applied in a practical setting, providing a useful reference for learning and understanding. Actual assessments may be adapted to suit specific site conditions and circumstances.

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