Precast Concrete Beam Erection Method Statement with Full ITP

More than a static template

Unlike a downloadable Word or PDF template, this method statement is an AI-assisted editable starting point connected directly to a matching Inspection and Test Plan. Every section is structured, project-adaptable, and ready to export.

AI-assisted drafting — Customize every section with AI for your specific project scope.
Linked ITP — A matching inspection and test plan is generated alongside the method statement.
Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
Editable starting point, not a final document — Review, verify, and adjust all content against your project requirements before use.

Static template vs. Quollnet workflow

Feature	Static template	Quollnet
Project-specific content	Manual fill-in required	AI-assisted customization
Linked ITP	Separate document, no link	Matching ITP included
Export formats	Usually PDF only	PDF and Excel
Structured sections	Free-form layout	13 standardized sections
Saved to your account	Local file only	Cloud-saved, reusable
Content accuracy	You verify everything	AI-assisted, you still verify
Cost	Often free but time-intensive	Free to customize and download

What you can customize

When you save this method statement to your account, every section becomes editable. The following 13 sections are included:

Scope — Defines the activity and its boundaries.
References — Standards, specifications, and drawings.
Responsibilities — Roles and accountabilities.
Resources — Labour, plant, and equipment summary.
Materials — Materials and compliance requirements.
Equipment — Tools and equipment details.
Prerequisites — Hold points and pre-conditions.
Method sequence — Step-by-step construction sequence.
Safety controls — HSE risk controls and PPE.
Environmental controls — Environmental mitigation measures.
QA/QC — Quality inspection and test requirements.
ITP — Inspection and Test Plan table (has its own page).
Attachments — Referenced drawings and documentation.

Why this method statement is used

This method statement is used to define and communicate the approved procedure for carrying out method statement: precast concrete beam erection works on site. It ensures the work is planned in advance, the correct resources and controls are in place, and all personnel understand responsibilities, sequence, quality requirements, and safety controls before work begins. It aligns site execution with the documented scope and acceptance expectations.

Who uses this method statement

This method statement is used by contractors, site supervisors, project engineers, QA/QC engineers, HSE officers, consultants, and client representatives. It serves as a shared reference for planning, execution, supervision, inspection, and approval of the activity on site.

When it is prepared and submitted

The method statement is prepared before the work activity starts and submitted as part of the pre-construction documentation package for review and approval.

Who reviews or approves it

The method statement is usually submitted to the client representative, consultant, resident engineer, or project management consultant for review and approval before the work commences.

Important approval note

This method statement is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all content must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.

For example: if your specification requires a departure from a referenced standard, that departure must be documented and approved separately — this method statement will not capture that automatically. Always verify against your applicable drawings, specifications, and regulatory requirements.

Method statement content

Scope

Summary

This method statement covers the complete sequence for the erection of precast concrete beams, from pre-erection checks through lifting, setting on bearings, temporary restraint, alignment and connection detailing, grouting, curing, inspection, and handover. It integrates coordination with adjacent trades and defines QA/QC and HSE controls.

Included Activities

Receipt, inspection, and handling of precast beams.
Lifting gear certification review and pre-use inspections.
Bearing setting-out, level/slope verification, and shimming.
Crane setup, trial lift, controlled hoisting, placement, and seating.
Installation of temporary bracing/restraints and edge protection.
Survey alignment checks (line, level, plumb, camber) and adjustments.
Connection works: dowels, shear keys, pockets, bearing fixity components, and (if specified) welding.
Precision non-shrink grouting to bearings and connection pockets; curing and strength verification.
ITP hold/witness points, as-built survey, and release of temporary works.
Coordination with adjacent trades (MEP, decking, slab/topping, façade/edge protection).

Exclusions

Design of precast elements and permanent connections (by Designer/Precaster unless noted).
Permanent works design of bearings and structural adequacy (by Designer).
Category 2/3 checks of temporary works design (by independent checker) [Verify per project specifications].

Key Tolerances (typical, to be verified)

Bearing level tolerance: ±3 mm between paired seats; cross-fall per drawing [Verify].
Beam longitudinal position: ±10 mm; transverse: ±6 mm [Verify].
Differential level at bearings: ≤5 mm [Verify].
Beam rotation/plumb: ≤0.5° [Verify].
Grout thickness under bearings: 20–50 mm [Verify].
Minimum grout strength before releasing temporary restraints: ≥70% of 28-day strength or per designer [Verify].

All values to be confirmed against project specifications, approved shop drawings, and precaster erection drawings.

References

Document Type	Reference / Number	Notes
Standard	BS EN 13670: Execution of Concrete Structures (Erection tolerances and execution)
Standard	BS EN 1337 (all relevant parts): Structural Bearings
Standard	PCI Design Handbook / Erector's Manual (latest ed.) [Verify edition]	Precast erection tolerances, handling, bracing
Standard	BS 5975: Temporary works procedures and the permissible stress design of falsework	Temporary works management, TWC/TWS roles, permits
Standard	EN 13000: Cranes — Mobile cranes (safety)
Standard	BS EN 1492 (Textile slings), BS EN 818 (Chain slings), BS EN 13155 (Non-fixed lifting attachments), ASME B30.9 (Slings), ASME B30.26 (Rigging hardware) [Verify per jurisdiction]	Rigging selection, use, inspection criteria
Standard	ISO 9927-1: Cranes — Inspections
Standard	ACI 117/ACI 318 (tolerances/structural concrete) [if applicable]
Standard	ASTM C1107: Non-shrink Grout; ASTM C939: Flow of Grout; EN 1504-3 (R4 repair mortars) [Verify product standard]	Grout performance and testing
Project Doc	Project Specifications, Approved Shop/Erection Drawings, Lift Plan, Method Statements, ITP, MSDS/SDS

Responsibilities

Role	Responsibility	Name / Party
Project Manager	Overall implementation of method, resource allocation, compliance to specs; approves temporary works and permits to load/strike per BS 5975	Main Contractor
Lifting Supervisor/Appointed Person	Leads lifting operations, coordinates with rigging crew and crane operator, ensures signal-only protocol, enforces exclusion zone	Main Contractor
Temporary Works Coordinator (TWC)	Design/checks of temporary works; issues permits to load/strike; ensures bracing adequacy and stability until permanent capacity achieved	Main Contractor
Site Engineer/Surveyor	Survey control, setting out, bearing level verification, as-built surveys, tolerance checks	Main Contractor
Rigger	Performs pre-use inspections, rigging/deration calculations, sling angle checks, controls taglines	Main Contractor
Crane Operator	Operates crane per lift plan; verifies load charts, radius, and outrigger setup; halts works if unsafe	Crane Subcontractor
QA/QC Engineer	Witness/hold point inspections, approves ITP stages, verifies material certificates and test results	Main Contractor
Engineer/Consultant	Reviews/approves shop drawings, method, ITP; inspects hold points; authorizes release of temporary works	Employer/Engineer

Resources

Resource Type	Description	Quantity	Remarks
Personnel		1
Personnel		2–4 [Verify]
Personnel		1 per crane
Personnel		1
Personnel		2–6 [Verify]
Personnel		2–4 [Verify]

Materials

Material	Specification / Grade	Quantity	Remarks
Precast concrete beams	Concrete grade, dimensions, weight, inserts per approved shop drawings [Verify]
Structural bearings	BS EN 1337 compliant; hardness, dimensions, rotation/translation capacity per design [Verify]
Stainless/galvanized steel shims/packers	Grade and thickness per design; corrosion protection [Verify]
Non-shrink cementitious grout	ASTM C1107 Type A/C or EN 1504-3 R4; 28-day f'c ≥ 50 MPa [Verify]; bleeding ≤0.5%; flow per ASTM C939 [Verify]
Temporary bracing/restraint system	Designed/calculated per BS 5975; capacity for wind/erection loads incl. partial factors [Verify]
Reinforcement, dowels, anchorages, weld plates	Grade per drawings; welding per ISO 15614/EN 1090 if applicable [Verify]

Equipment

Equipment	Capacity / Type	Inspection Required
Mobile crane	Rated capacity ≥ 1.25 × max lifted load at working radius [Verify]	Thorough exam certificate valid [Verify]
Slings (chain/textile/wire) & shackles	WLL ≥ factored load; angle deration applied [Verify]	Certs ≤6 months (lifting accessories) or per regulation; pre-use check
Spreader beam/lifting beam	≥ max lift load with factor [Verify]	Certificate and ID tag
Digital level/auto level & staff; total station/laser	±1 mm accuracy or better [Verify]	Calibration certificate valid
Torque wrench	Range per anchor spec	Calibration certificate valid
Grout mixer/pump, flow cone, cube molds	As per grout supplier	Cleanliness check; verification of molds per ASTM C109
Taglines, radios, edge protection, MEWP/boom lift	Suitable reach/height	MEWP inspection; harness and anchor points verified

Prerequisites

Approvals & Documentation

Approved shop/erection drawings, lifting plan, method statement, ITP, and Risk Assessment.
Temporary Works design for bracing/restraints and bearing seating/shimming method; Category check as required by BS 5975 [Verify].
Material approvals: bearings, grout, anchors, braces; delivery dockets and certificates.

Site Preparation & Survey

Setting-out benchmarks established; bearing seats surveyed and marked. Bearing levels verified before delivery.
Access, crane pad/working radius established with confirmed ground bearing capacity (GBC) calculations and mats installed. GBC ≥ applied outrigger pressure with factor of safety ≥ 1.5 [Verify].
Exclusion zones delineated; traffic and pedestrian management in place.

Utilities, Permits & Weather

Underground/overhead utilities identified; power line clearance maintained per local regulations [Verify].
Permits: Lifting, working at height, hot work (if welding), temporary works permit to load/strike, crane operation.
Weather limits: Max wind speed at load height typically ≤ 9–12 m/s for long beams; stop for lightning, heavy rain reducing visibility or crane stability [Verify].

Equipment & Personnel Readiness

Crane and lifting accessories: valid third-party certifications; color-coding current.
Calibrations: survey instruments, torque wrenches within validity.
Pre-task briefing/Toolbox Talk and lift rehearsal (dry run) with all involved parties.

Coordination

Adjacent trades notified; sequencing agreed for decking, topping concrete, MEP penetrations, and façade edges.
Precaster provides handling points, beam weights/CG, recommended slinging and brace points.

Method Sequence

Step	Activity	Description	Responsibility	Inspection / Hold Point
1	Pre-erection coordination & documentation	Confirm approvals; review lift plan, rigging, temporary works designs; conduct pre-start meeting and TBT; verify weather and permits	Project Manager / Lifting Supervisor / TWC	Document check
2	Bearing installation & survey	Install bearings/shims per drawings; ensure bearing seating surfaces are sound, clean, and at correct elevation/slope; mark axes	Site Engineer / Precast Installer	Survey check
3	Crane setup	Position crane per lift plan; set outriggers on mats; verify radius and load chart; establish exclusion zone; comms check	Crane Operator / Lifting Supervisor	Pre-use inspection
4	Lifting gear verification	Check slings, shackles, spreader; confirm WLL ≥ required; check angles, D/d ratios; attach to certified inserts/lifting points	Rigger / Lifting Supervisor	Visual and document check
5	Trial lift & balance check	Lift beam 100–200 mm to verify balance and rigging; adjust sling lengths as needed	Crane Operator / Rigger	Supervisor observation
6	Hoisting & positioning	Hoist under control using taglines; align with setting-out marks; lower slowly onto bearings without impact	Crane Operator / Banksman / Rigger	Banksman oversight
7	Temporary restraint installation	Install designed braces/props before releasing slings; fix anchors and apply specified torque; ensure stability for wind loads	Installer / TWC	Hold point (temporary stability)
8	Alignment survey & adjustments	Check line, level, plumb, camber; adjust shims/packers as required; record as-built	Site Engineer/Surveyor	Survey verification
9	Connection detailing	Install dowels, shear keys, pocket reinforcement; prepare and, if specified, weld plates per approved WPS with qualified welders; clean and prepare interfaces	Installer / Welding Subcontractor (if applicable)	Witness/hold for welding and reinforcement
10	Grouting of bearings and pockets	Surface prep (SSD), mix grout per datasheet; place from one side to avoid air entrapment; maintain head; install vents; cure per supplier	Grouting Crew / QA	Witness point (pre-pour and during)
11	Curing & release of temporary works	Cure grout; verify strength (≥70% of 28-day or per design) before removing braces; TWC issues permit to strike	TWC / QA / Engineer	Hold point (release)
12	Final inspection & handover	Complete snagging; verify tolerances, connections, grout finish; update as-builts; handover to next trades	QA/QC / Engineer	Final inspection

Health, Safety and Environment - Safety Controls

Task-specific Hazards and Controls

Hazard: Crane overturning due to inadequate ground bearing or improper outriggers.
Likely consequence: Catastrophic collapse, fatal injury.
Engineering/procedural control: Engineer GBC assessment; timber/mats sized to limit ground pressure; crane setup per EN 13000; level within manufacturer limits; no slewing over soft ground; weather limits enforced.
Required PPE: Hard hat, high-vis, safety boots, gloves.
Collective measures: Exclusion zone with barriers; banksman control; no personnel under suspended loads.
Inspection/permit: Crane daily checklist; third-party certs; lifting permit; TWC verification.
Hazard: Suspended load strike or dropped beam.
Consequence: Serious injury/fatality, structural damage.
Controls: Dedicated banksman; taglines on all long beams; single point of command; rigging verification (WLL, angles, pins); trial lift at 100–200 mm; stop-work authority.
PPE: Hard hat with chin strap, gloves, eye protection.
Collective: Exclusion zone sized to radius + 10 m [Verify]; spotters.
Inspection/permit: Pre-use rigging inspection; lifting permit; toolbox talk.
Hazard: Working at height on narrow beams/edges.
Consequence: Falls from height.
Controls: Edge protection or fall restraint; use MEWP for access; no hopping between beams; install temporary walkways; anchor points certified.
PPE: Full body harness with double lanyard where MEWP/restraint used; non-slip boots.
Collective: Guardrails, safety nets where feasible [Verify].
Inspection/permit: Work at height permit; MEWP inspection tag.
Hazard: Beam instability before permanent fixity.
Consequence: Toppling, collapse.
Controls: Bracing per TWD; do not release slings until braces installed; verify torque; wind monitoring; staged loading limits.
PPE: Standard site PPE.
Collective: Permit to load/strike; warning signage.
Inspection/permit: TWC inspection; hold point before release.
Hazard: Pinch/crush during seating and shimming.
Consequence: Hand injuries, fractures.
Controls: Keep hands clear; use pry bars and remote shimming tools; slow lowering; communication protocol.
PPE: Cut-resistant gloves, eye protection.
Collective: Exclusion zones and spotter.
Inspection/permit: Supervisor oversight; JSA briefing.
Hazard: Overhead services proximity (power lines).
Consequence: Electrocution, arc flash.
Controls: Confirm safe approach distance; de-energize or isolate if within limits; goalposts and signage.
PPE: Dielectric gloves if required; standard PPE.
Collective: Physical barriers; banksman.
Inspection/permit: Permit to work near HV; utility owner's consent [Verify].
Hazard: Hot works for welded connections.
Consequence: Burns, fire, fume inhalation.
Controls: Hot work permit; fire watch; screens; extraction/ventilation; approved WPS; flashback arrestors.
PPE: Welding hood, FR clothing, gloves, eye/face protection.
Collective: Fire extinguishers; spark containment.
Inspection/permit: Hot work permit; welder qualifications.
Hazard: Manual handling of shims and braces.
Consequence: Strains, musculoskeletal injuries.
Controls: Use mechanical aids; team lifts; weight labeling.
PPE: Gloves, back support where approved.
Collective: Trolleys/lifters available.
Inspection/permit: Manual handling training.

[Verify per project HSE plan and local regulations].

Environmental Controls

Environmental Risks and Controls

Cementitious grout washout and alkaline wastewater
Impact: High pH discharge harming drainage and waterways.
Controls: Dedicated washout containers; no discharge to surface/groundwater; pH neutralization per plan; spill kits at point of use.
Monitoring: Visual checks and pH testing [Verify].
Dust/noise from drilling, cutting, or impact tools
Impact: Nuisance to neighbors; worker exposure.
Controls: Wet cutting or local extraction; low-noise tools; time restrictions; noise barriers where needed.
Monitoring: Noise readings per local limits; RPE as last resort.
Fuel/ hydraulic oil spills from crane/MEWP
Impact: Soil and water contamination.
Controls: Drip trays under parked plant; spill kits; regular plant inspection; refueling on impervious surface.
Monitoring: Daily plant checklists.
Waste management of packaging, grout bags, scrap steel
Impact: Litter, unnecessary landfill.
Controls: Segregate per waste streams; recycle metals and clean pallets; licensed disposal.
Monitoring: Waste transfer notes; monthly summaries.
Light pollution for night works
Impact: Community nuisance, ecology.
Controls: Directional LED lighting; shielded fittings; curfew compliance.
Vibration impact on sensitive adjacent structures
Impact: Cosmetic damage, complaints.
Controls: Minimize percussive methods; monitor where specified; maintain communication with stakeholders.

[Verify per project environmental management plan].

QA/QC Requirements

Controls, Tests, and Records

Material certificates: Bearings (EN 1337), grout (ASTM C1107/EN 1504), lifting accessories (EN/ASME), braces and anchors.
Calibration: Survey instruments and torque wrenches valid; records on file.
Tolerances: As listed in Scope or drawings. Any exceedance triggers NCR and corrective action plan.
Inspections: Hold/witness points per ITP at bearings survey, temporary stability, grouting, and release of braces.
Grout QA: Batch records including ambient and grout temperature, water ratio, flow (ASTM C939) [Verify], start/finish times, cube sampling (ASTM C109) with frequencies (e.g., 3 cubes per batch or per 5 m² of bearing area) [Verify].
Welding QA (if applicable): WPS/WPQR approval; welder quals; visual inspection; NDT per spec (e.g., MT/UT) [Verify].
As-built: Survey of beam positions/levels; camber records; marked-up drawings.
Permits: Permit to load and strike signed by TWC.
Records retention: Minimum duration per contract (typically project duration + 12 years) [Verify].

Attachments

Pre-erection checklist (bearings, drawings, permits)
Sample Lift Plan (crane configuration, load chart, rigging diagram, exclusion zone)
Rigging inspection checklist and color-coding chart
Bearing schedule and survey record template
Temporary Works Permit to Load/Strike templates
Grout QA log sheet and cube register
Welding WPS/WPQR templates (if applicable)
As-built survey template and tolerance checklist
Emergency response plan for lifting operations

This content is a read-only public reference. Download or customize to get an editable version.

ITP preview

The first inspection activities from the linked ITP for Method Statement: Precast Concrete Beam Erection Works:

Activity	Inspection / Test	Acceptance Criteria	Responsibility	Record
Pre-erection documentation check	Review approvals, lift plan, TWD, permits, certificates	All approvals current; risk assessments and permits signed; certificates valid	QA/QC Engineer	Checklist; copies of approvals
Bearing installation & survey	Level/position survey using calibrated instrument	Level within ±3 mm between seats; alignment within ±6–10 mm; surfaces clean/dry [Verify]	Site Engineer / Engineer (Witness)	Survey report; photos; bearing schedule
Rigging and lifting gear inspection	Visual check of slings/shackles/spreader; certificate review; sling angle calculation	WLL adequate with deration; no defects; certs in date	Lifting Supervisor	Rigging log; pre-use checklist

Showing 3 of 10 inspection activities. View full ITP →

Related Inspection and Test Plan

An Inspection and Test Plan (ITP) is available for Method Statement: Precast Concrete Beam Erection Works. The ITP defines the inspection activities, acceptance criteria, hold and witness points, responsible parties, and records required to verify the work described in this method statement.

View the Method Statement: Precast Concrete Beam Erection Works ITP →

Frequently asked questions

Typical values: longitudinal ±10 mm, transverse ±6 mm, bearing level difference ≤ ±3–5 mm, rotation ≤0.5°. Always verify with project specifications and precaster drawings.

After grout and connections achieve the required strength (commonly ≥70% of specified 28-day strength) and the TWC issues a permit to strike. Verify with the Engineer.

A precision non-shrink cementitious grout complying with ASTM C1107 or EN 1504-3 (R4), with flow and strength per supplier data. Verify per project requirements.

Only if specified in the approved drawings. If required, use approved WPS/WPQR, qualified welders, and perform inspections/NDT per the specification.

Typical limit at load height is 9–12 m/s for long, slender elements. Use manufacturer guidance and project HSE plan to set exact thresholds.

Method Statement: Precast Concrete Beam Erection Works – Method Statement