G
Guest

Method Statement: Temporary Formwork and Falsework Support System for Reinforced Concrete Structural Elements inspection and test plan example.

Inspection and Test Plan for Method Statement: Temporary Formwork and Falsework Support System for Reinforced Concrete Structural Elements

AI-assisted inspection and test plan connected to a method statement, with PDF and Excel export.

Published 28 May 2026 Rev. 00 24 views 3 downloads
About this ITP: Defines inspection points, hold/witness stages, acceptance criteria, and records for safe erection, loading, and striking of temporary formwork/falsework.

More than a static template

Unlike a downloadable Word or PDF template, this ITP is an AI-assisted editable starting point directly connected to its method statement. Every inspection activity, hold point, and acceptance criterion is structured and ready to adapt to your project.

  • AI-assisted customization — Tailor inspection activities and acceptance criteria to your specific project scope.
  • Linked method statement — This ITP is connected to the corresponding method statement describing the work sequence.
  • Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
  • Editable starting point, not a final document — Review and verify all content against your project specifications and standards before use.

What you can customize

When you save this ITP to your account, every inspection row becomes editable. You can add, remove, or modify:

  • Inspection activity — Description of what is being inspected.
  • Inspection type — Hold point (H), Witness point (W), Review (R), or Monitor (M).
  • Responsibility — Contractor, subcontractor, engineer, or client.
  • Frequency — How often the inspection occurs.
  • Acceptance criteria — Referenced standard or specification requirement.
  • Records — Forms, test reports, or checklists required as evidence.

Why this ITP is used

To verify that temporary works are safely designed, correctly erected, and fit for loading and striking without endangering workers or permanent works.

Who uses this inspection and test plan

Temporary works designers, TWC/TWS, QA/QC inspectors, site engineers, and concrete supervisors.

When this ITP is prepared and submitted

From design submission through erection, pre‑pour hold point, during concrete placement, and through striking/back‑propping removal.

Who receives or approves this ITP

Main Contractor and Engineer/Consultant for review/approval [Verify per contract].

Inspection scope

Design approval, material verification, geometry checks, bracing and connections, pre‑pour HP1, pour monitoring WP1, strike HP2, and back‑propping controls.

Typical hold, witness, and review points

HP1: Pre‑pour authorization; WP1: Pour monitoring; HP2: Striking authorization.

Typical inspection records

Approved design, inspection checklists, survey reports, concrete test results, permits (Load/Strike), photos, NCRs, as-built sketches.

Important approval note

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

Always verify acceptance criteria against your applicable drawings, specifications, and regulatory requirements. Hold points must be confirmed with the relevant authority before work proceeds past that point.

Inspection and test plan

Activity Inspection / Test Acceptance Criteria Responsibility Record
Design submission and independent check Review of drawings/calcs vs BS 5975/EN 12812/ACI 347 Design approved; category check completed [Verify] TWD/TWC Approved design; check certificate
Material verification on delivery Certificates, visual condition Correct grades/classes; undamaged; traceable QA/QC Delivery inspection report; CoC
Ground/soffit bearing capacity check Plate load test or calculation review Allowable bearing ≥ design reaction with FS ≥ 2.0 [Verify] Site Engineer/TWS Bearing calc/test record
Erection of primary supports and bracing Visual/plumb/level/engagement checks Plumb ≤ 1/500; level ±5 mm; connections secured; bracing per design TWS/QA Erection checklist
Decking/panels alignment and fixings Spacing/fastener checks; survey Beam spacing ±10 mm; panel joints supported; fixings per manufacturer TWS/QA Survey report; checklist
Embeds/openings positioning Tape/total-station check Position within ±10 mm plan/level [Verify] QA/QC/Site Engineer Inspection record; photos
Pre-pour hold point (HP1) Full checklist including access/edge protection Permit-to-Load issued; all items satisfactory TWC/TWS/QA HP1 form; Permit-to-Load
Concrete placement monitoring (WP1) Rate-of-rise vs allowable; slump/temperature Within TWD limits; no distress/overstressing Concrete Supervisor/TWS Pour log; test results
Post-pour inspection Settlement/deflection check; connections review No unexpected movement; system secure TWS/QA Post-pour checklist
Striking hold point (HP2) Strength verification (cubes/cylinders/maturity) vs criteria; review weather and curing Meets TWD strike strength and sequence requirements TWC/TWD/QA HP2 form; Permit-to-Strike; test reports
Back-propping installation check Position, capacity, engagement Per design drawings; tagged and secure TWS/QA Checklist; photos
Final removal of back-props Strength confirmation; structural continuity achieved Meets TWD criteria; no adverse deflection/cracking TWC/QA Permit-to-Remove Back-props

This table is a read-only public reference. Download the PDF or Excel version, or customize this ITP to edit it for your project.

Frequently asked questions

All erection, bracing, access, and geometry checks are complete and verified; TWC issues Permit‑to‑Load before any concrete is placed.

The TWD specifies allowable rates based on ACI 347/EN 13670; site teams log pour height vs time to ensure pressures remain within design limits.

Concrete strength test results or maturity readings meeting TWD criteria, plus a safe striking sequence and back‑propping plan, authorized at HP2.

Related method statement

This Inspection and Test Plan is associated with the Method Statement: Temporary Formwork and Falsework Support System for Reinforced Concrete Structural Elements method statement, which describes the step-by-step construction sequence, resources, materials, equipment, safety controls, and environmental controls for this activity.

View the Method Statement: Temporary Formwork and Falsework Support System for Reinforced Concrete Structural Elements method statement →

Continue with related inspection, method statement, article, and checklist resources.

Related resources