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Concrete Slab Formwork Safety Checklist

An engineered quality assurance checklist to help concrete superintendents verify structural safety before pumping.

Use our interactive digital checklist during routine site walks to inspect prop plumbness, mudsill anchor stability, drophead release pin wedging, and perimeter edge system clamps.

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OSHA Compliance Standard 1926.701: Shoring equipment must be inspected prior to, during, and immediately after concrete placement. This checklist is a digital reference tool and does not substitute for a licensed Professional Engineer (P.E.) formal layout inspection or standard peer review operations.

01 / Pre-Pour Structural Inspection

Inspect shoring props verticality. Maximum allowable deviation is 1.5% of height.
Verify mudsills are placed under all props on raw soil. Do not place props directly on earth.
Confirm original high-tensile steel pins are loaded in all props. Scraps of rebar are forbidden.
Ensure quick-release drophead wedges are locked tightly in position.
Secure perimeter guardrail barriers and verify edge clamps are compressed.
Check joints between adjacent aluminum panels to minimize concrete slurry leakage.
Apply form release agent consistently across forming surfaces.

02 / Active Pour Monitoring

Station standby watchmen underneath the deck to monitor shoring prop deflections.
Coordinate boom pump discharge paths to limit sudden heavy concrete piling.
Inspect for signs of mudsill settlement or localized support shifting.
Verify form tie hardware tension during active hydrostatic load climbs.

03 / Early Stripping & Reshoring

Acknowledge concrete cylinder test results or maturity sensor readings exceed 1,500 PSI.
Hammer drophead wedges to drop frame rails by 60mm. Do not release shoring props.
Extract handset aluminum panels from below. Wear safety helmets and protective glasses.
Verify re-shoring patterns remain correctly positioned under stripped concrete slabs.
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