TryBuildCalcBeam Reinforcement Verification Checklist
🕒 Last updated: June 16, 2026
Essential Checklist+−
Complete these critical checks before approving the work or proceeding to the next construction stage.
✓27 Inspection Points
✓8 Verification Categories
✓Reinforcement Verification+-
- Main bar diameter matches structural drawing.
- Number of bottom main bars is correct.
- Top / hanger bars provided as specified.
- Bar grade matches structural drawing (Fe 500 / Fe 500D as specified).
✓Lap and Anchorage Verification+-
- Lap length meets minimum 40d for Fe 500 (or as specified).
- Laps are staggered and not concentrated in the same section.
- Development length at beam ends matches drawings.
- Bars extend adequately into supporting columns or walls.
✓Stirrup Verification+-
- Stirrup diameter matches structural drawing.
- Stirrup spacing is correct and uniform.
- Stirrups are closed and properly formed.
- Hook angles are correct (90° standard, 135° for seismic detailing).
- Closer spacing near supports is provided where required.
✓Cover Verification+-
- Cover blocks are placed on all required faces.
- Cover block size matches specified cover.
- No bars are touching the formwork face.
✓Beam Geometry Verification+-
- Beam width matches structural drawing.
- Beam depth matches structural drawing.
✓Beam-Column Junction Verification+-
- Main bars are correctly anchored into columns.
- Stirrups continue through the junction zone where required.
- No bars are cut short at the junction.
✓Before Concrete Pour+-
- Reinforcement inspection is complete and signed off.
- Vibrator is available and in working condition.
- Concrete mix grade is confirmed.
- Concrete pour is planned to be continuous without cold joints.
✓Final Approval+-
- Structural engineer or site supervisor has inspected reinforcement.
- Approved to proceed with concreting.
Full QC Checklist+−
Use this printable checklist before concrete pouring to verify beam reinforcement, stirrups, cover blocks, geometry, beam-column junctions, formwork readiness, and final site approval against approved structural drawings.
✓59 Inspection Points
✓8 Verification Categories
✓Reinforcement Verification+-
- Main bar diameter matches structural drawing.
- Number of bottom main bars is correct.
- Top / hanger bars provided as specified.
- Additional bars at supports provided where required.
- Bar spacing is uniform and matches drawings.
- Bars are straight and securely tied.
- Bar grade matches structural drawing (Fe 500 / Fe 500D as specified).
- Bars are free from heavy rust, scaling, or loss of cross-section.
- No loose reinforcement present.
✓Lap and Anchorage Verification+-
- Lap length meets minimum 40d for Fe 500 (or as specified).
- Laps are staggered and not concentrated in the same section.
- Laps are not located in high-stress zones.
- Development length at beam ends matches drawings.
- Bars extend adequately into supporting columns or walls.
- Lap zone is free from construction joints.
✓Stirrup Verification+-
- Stirrup diameter matches structural drawing.
- Stirrup spacing is correct and uniform.
- Stirrups are closed and properly formed.
- Stirrup geometry matches beam cross-section after cover deduction.
- Hook angles are correct (90° standard, 135° for seismic detailing).
- Hook extensions are adequate (minimum 10d as specified).
- Stirrups are tied to main bars at all intersection points.
- Closer spacing near supports is provided where required.
✓Cover Verification+-
- Cover blocks are placed on all required faces.
- Bottom cover blocks are placed at adequate intervals to prevent sag under concrete weight.
- Cover block size matches specified cover.
- Cover blocks are concrete or fibre-reinforced.
- Cover blocks are stable and will not shift during concreting.
- No bars are touching the formwork face.
- Cover is checked at beam-column junction zones.
✓Beam Geometry Verification+-
- Beam width matches structural drawing.
- Beam depth matches structural drawing.
- Beam length and position match the plan.
- Bottom formwork level is correct.
- Side formwork is plumb and secure.
- Formwork joints are sealed to prevent grout leakage.
- Formwork is adequately propped and supported.
- Beam soffit level is checked against structural drawing.
- Openings, sleeves, and embedded conduits are correctly positioned before concreting.
✓Beam-Column Junction Verification+-
- Main bars are correctly anchored into columns.
- Stirrups continue through the junction zone where required.
- No bars are cut short at the junction.
- Bar congestion allows proper concrete placement.
- Additional bars at re-entrant corners are provided where specified.
- Junction zone formwork is secure.
✓Before Concrete Pour+-
- Reinforcement inspection is complete and signed off.
- All construction debris removed from formwork.
- Formwork is clean and free from standing water.
- Vibrator is available and in working condition.
- Concrete mix grade is confirmed.
- Ready-mix delivery schedule is confirmed if applicable.
- Curing materials are ready on site.
- Concrete pour is planned to be continuous without cold joints.
- Concrete pour sequence for connected slab and beams is planned.
- Beam reinforcement is re-checked after workers walk on it or adjust formwork.
✓Final Approval+-
- Structural engineer or site supervisor has inspected reinforcement.
- Photographs of reinforcement are taken before concrete pour.
- All punch-list items from previous checks are closed.
- Approved to proceed with concreting.
Inspection Notes+-
Use this checklist with the latest approved structural drawing and bar bending schedule.
Complete inspection before shutter closing and again immediately before concrete placement.
Record non-conformances clearly and confirm rectification before approving the pour.
Inspection Notes
Use this checklist with the latest approved structural drawing and bar bending schedule.
Complete inspection before shutter closing and again immediately before concrete placement.
Record non-conformances clearly and confirm rectification before approving the pour.
Common Mistakes+-
Checking Bar Count but Ignoring Location
Beam bars may be present in the correct number but placed on the wrong face, support zone, or layer. Always verify position and anchorage against the structural drawing.
Missing Extra Support Steel
Additional top bars near supports and beam-column junctions are easy to overlook because they may not run full length. Confirm all extra bars before concreting.
Poor Cover Block Placement
Loose or uneven cover blocks can shift during concreting, reducing durability and fire protection. Check that cover is maintained on bottom and side faces.
Common Mistakes
Checking Bar Count but Ignoring Location
Beam bars may be present in the correct number but placed on the wrong face, support zone, or layer. Always verify position and anchorage against the structural drawing.
Missing Extra Support Steel
Additional top bars near supports and beam-column junctions are easy to overlook because they may not run full length. Confirm all extra bars before concreting.
Poor Cover Block Placement
Loose or uneven cover blocks can shift during concreting, reducing durability and fire protection. Check that cover is maintained on bottom and side faces.