01 Color-coded scaffold tags are commonly used by employers, contractors, facilities, and jobsites as a visual communication system. Federal OSHA construction scaffold provisions do not establish a universal red-yellow-green color code. Exact meanings, authorization, and restrictions vary by written site program. Red commonly communicates out of service, yellow restricted use, and green inspected or released status—but workers must read the complete tag and procedure.
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02 A red tag commonly means “do not use” or “out of service” under a site program. Color-coded scaffold tags are commonly used by employers, contractors, facilities, and jobsites as a visual communication system. Federal OSHA construction scaffold provisions do not establish a universal red-yellow-green color code. Exact meanings, authorization, and restrictions vary by written site program.
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03 A yellow tag commonly communicates conditional or restricted use. Color-coded scaffold tags are commonly used by employers, contractors, facilities, and jobsites as a visual communication system. Federal OSHA construction scaffold provisions do not establish a universal red-yellow-green color code. Exact meanings, authorization, and restrictions vary by written site program.
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04 Some sites use green to communicate inspected or released status. Color-coded scaffold tags are commonly used by employers, contractors, facilities, and jobsites as a visual communication system. Federal OSHA construction scaffold provisions do not establish a universal red-yellow-green color code. Exact meanings, authorization, and restrictions vary by written site program.
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05 For construction scaffolds subject to 29 CFR 1926.451, scaffolds and components must be inspected for visible defects by a competent person before each work shift and after any occurrence that could affect structural integrity.
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06 For construction scaffolds subject to 29 CFR 1926.451(f)(3), inspection for visible defects by a competent person is required before each work shift and after an occurrence that could affect structural integrity.
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07 Under 29 CFR 1926.450, a competent person can identify existing and predictable hazards and has authorization to take prompt corrective measures to eliminate them.
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08 Focus a pre-shift scaffold inspection on visible defects and what changed since the prior shift, use, relocation, alteration, weather event, or nearby activity.
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09 Use a permitted access method appropriate to the scaffold and work. Under 29 CFR 1926.451(e)(9)(iv), cross braces on tubular welded frame scaffolds must not be used for access or egress.
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10 Review platform condition, support and seating, restraint, openings, access transitions, tools and materials, working space, and verified limits for the complete configuration.
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11 Review each caster’s wheel, tread, swivel, lock, stem or attachment, visible damage, contamination, and secure connection. Verify any replacement for the exact scaffold.
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12 Review toprails, midrails, posts, gates, open sides and ends, access transitions, component condition, scaffold type, and the fall-protection provisions applicable to the work.
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13 A scaffold part damaged or weakened below the strength required by 29 CFR 1926.451(a) must be repaired or replaced, braced to meet the provision, or removed from service until repaired.
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14 For covered construction scaffolds, erection, movement, dismantling, and alteration are performed under the supervision and direction of a competent person qualified in those activities and by experienced, trained employees selected for the work.
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15 Navigate the scope, structure, roles, mandatory provisions, and appendices of construction scaffold standards without treating a summary as legal advice.
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16 Separate maximum intended load, rated capacity, component limits, complete-system behavior, and qualified-person design responsibility.
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17 Connect platform construction rules to exact decks, supports, access openings, work-face geometry, component identity, and inspection.
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18 Plan the complete load path from scaffold uprights through base components into a firm foundation while addressing tipping and eccentric loads.
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19 Treat wheels, locks, bracing, surface conditions, movement, access, and stability as one mobile-scaffold system.
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20 Select and maintain an access method for every occupied level while protecting openings, transitions, and surrounding work.
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21 Build inspection timing, authority, current documents, defect response, and return-to-service control into the project plan.
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22 Identify scaffold type, every exposure, and the complete guardrail or personal fall-arrest arrangement instead of relying on one threshold.
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23 Match falling-object controls to the tools, materials, work, platform edges, and people below instead of treating toe boards as a universal solution.
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24 Separate training for employees working from scaffolds from training for erection, dismantling, moving, operating, repair, maintenance, and inspection.
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25 Coordinate scaffold use with electrical clearances, weather, surfaces, hoisted loads, process hazards, traffic, and competent-person decisions.
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26 Identify the regulatory scaffold type before applying general or type-specific provisions and before selecting a product pathway.
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