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Footing Reinforcement Verification Checklist

Use this checklist before concrete pouring to verify that footing reinforcement matches the approved structural drawings.

✓74 Inspection Points
✓9 Verification Categories
✓Reinforcement Verification+
  • Main reinforcement bar diameter matches structural drawing.
  • Distribution bar diameter matches structural drawing.
  • Number of bars in both directions is correct.
  • Bar spacing is uniform and matches approved drawings.
  • Bottom reinforcement mesh is correctly positioned.
  • Top reinforcement mesh is provided where specified.
  • Additional reinforcement around column/pedestal is provided where required.
  • Bars are straight, clean, and securely tied.
  • No loose or displaced reinforcement present.
  • Bar grade matches structural drawing.
  • Bars are free from mud, oil, or contamination that could reduce bond.
✓Lap and Anchorage Verification+
  • Lap length meets minimum specified requirement.
  • Laps are staggered and not concentrated in one location.
  • Lap locations match approved reinforcement details.
  • Development length is provided where required.
  • Column starter bars are correctly anchored into footing.
  • Starter bar projection height matches structural drawings.
  • Lap zones are free from construction joints.
✓Footing Mesh Verification+
  • Bottom mesh reinforcement is installed in both directions.
  • Top mesh reinforcement is installed where specified.
  • Main and distribution bars are correctly oriented.
  • Bar intersections are securely tied.
  • Reinforcement mesh is level and properly supported.
  • No excessive sagging of reinforcement mesh.
  • Reinforcement does not shift when walked upon.
✓Cover Verification+
  • Cover blocks are provided beneath reinforcement mesh.
  • Cover block size matches specified footing cover.
  • Cover blocks are placed at adequate intervals.
  • Cover blocks are concrete or approved non-corrosive type.
  • Reinforcement is not touching soil or PCC surface.
  • Specified side cover is maintained throughout footing.
  • Specified bottom cover is maintained throughout footing.
  • PCC surface is level and smooth before cover blocks are placed.
  • Cover blocks are placed at grid intervals not exceeding 800 mm in each direction.
✓Column Starter Bar Verification+
  • Starter bars are located at the correct column position.
  • Number of starter bars matches column reinforcement drawing.
  • Starter bar diameter matches column reinforcement.
  • Starter bars are vertical and properly aligned.
  • Starter bar spacing matches column reinforcement layout.
  • Starter bars are securely fixed against movement during concreting.
  • Starter bar projection length matches design requirements.
✓Footing Geometry Verification+
  • Footing length matches structural drawing.
  • Footing width matches structural drawing.
  • Footing thickness matches structural drawing.
  • Excavation dimensions are correct.
  • Footing position matches approved layout.
  • PCC level is correct before reinforcement placement.
  • Formwork dimensions and levels are verified.
✓Soil and Foundation Preparation Verification+
  • Excavation has reached the approved founding level.
  • Foundation bed is clean and free from loose soil.
  • No standing water is present in excavation.
  • Compaction requirements have been completed.
  • PCC layer has been completed where specified.
  • Termite treatment has been applied where required.
  • Foundation area is approved for reinforcement installation.
  • Excavation is free from soft spots, loose fill, or disturbed soil.
  • Founding level is approved by geotechnical engineer or site engineer before PCC.
✓Before Concrete Pour+
  • Reinforcement inspection is complete and signed off.
  • All reinforcement dimensions have been verified.
  • Formwork is secure and properly braced.
  • All debris, mud, and loose material removed.
  • Concrete cover is checked and verified.
  • Concrete mix grade is confirmed.
  • Concrete vibrator is available and operational.
  • Concrete pour sequence is planned.
  • Curing materials are available on site.
  • Concrete pour is planned without interruption.
  • Concrete pour is planned without construction joints within the footing.
  • Concrete chute or pump positioning does not displace reinforcement during pour.
✓Final Approval+
  • Structural engineer or site supervisor has inspected reinforcement.
  • Column starter bars are approved before concreting.
  • Photographs of reinforcement are taken before concrete pour.
  • All punch-list items from previous inspections are closed.
  • Approved to proceed with footing concreting.
Inspection Notes+
Verify excavation level, PCC, and foundation bed approval before reinforcement placement.
Check bottom cover blocks, side cover, mesh orientation, and column starter bars before concreting.
Record any soil, water, alignment, or reinforcement non-conformances before pour approval.
Common Mistakes+

Reinforcement Touching PCC or Soil

Footing reinforcement needs adequate bottom and side cover. Bars touching PCC, soil, or formwork reduce durability and corrosion protection.

Wrong Main Bar Direction

Main and distribution bar orientation must match the structural drawing. Swapping directions can change the provided steel in the critical span.

Missing Starter Bar Checks

Column starter bars must be checked for position, projection, alignment, and anchorage before footing concreting because correction later is difficult.

Related Calculators & Guides

Footing Steel CalculatorEstimate footing mesh steel, top mesh, wastage, and procurement.Footing Size GuideReview footing sizes, thickness, soil bearing capacity, and site cautions.Concrete Cover GuideCheck nominal cover guidance for footings and other RCC members.

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