Scaffold Inspection Checklist Generator

Identify the scaffold, work through the criteria 29 CFR 1926.451 and 1926.452 set for its foundation, platform, access, guardrails and use, record the defects and sign the form, then print it or download it as a PDF. Every checkpoint carries the paragraph it comes from, and a blank form prints just as cleanly for marking up by hand at the base of the scaffold.

Company / contractor

Project / job number

Scaffold ID

Location on site

Inspection date

Shift / time

Scaffold type

Why this inspection is being done

Platform height above the lower level

Fall protection is required above 10 ft on a scaffold — 1926.451(g)(1).

Maximum intended load for this scaffold

From the design by the qualified person — 1926.451(a)(6). Nothing on this page supplies it.

Competent person doing the inspection

1926.451(f)(3) names the role. 1926.32(f): able to identify the hazards and authorized to take prompt corrective measures.

Reported to (superintendent or foreman)

Crews or trades using the scaffold this shift

Scaffold erected by

Mark a checkpoint OK when the condition is met, Defect when it is not, or N/A when it does not apply to this scaffold. Leave it blank to print an empty box and mark it by hand.

The people and the design — 1926.451(a)(6), (f)(3), (f)(4), (f)(7); 1926.454

This inspection is being made by a competent person, before this work shift — and again after any occurrence that could affect the scaffold’s structural integrity — 1926.451(f)(3)

The scaffold was erected, moved, dismantled or altered only under the supervision and direction of a competent person qualified in that work, by experienced and trained employees selected by that person — 1926.451(f)(7)

Everyone working on the scaffold has been trained by a person qualified in the subject matter, and everyone erecting, moving, repairing or inspecting it by a competent person — 1926.454(a)-(b)

Scaffold designed by a qualified person and constructed and loaded in accordance with that design — and, over 125 ft above the base plates, designed by a registered professional engineer — 1926.451(a)(6); 1926.452(c)(6)

Any part damaged or weakened below the strength (a) requires has been repaired, replaced, braced to meet it, or removed from service — 1926.451(f)(4)

Foundation, stability and structure — 1926.451(a)(1), (c)(1)-(c)(3); 1926.452(c)

Poles, legs, posts, frames and uprights bear on base plates and mud sills, or on another adequate firm foundation — 1926.451(c)(2)

Footings level, sound, rigid and capable of supporting the loaded scaffold without settling or displacement — 1926.451(c)(2)(i)

No unstable object used to support the scaffold or a platform unit, and no front-end loader or fork-lift used as a support unless designed for it — 1926.451(c)(2)(ii)-(v)

Poles, legs, posts, frames and uprights plumb and braced to prevent swaying and displacement — 1926.451(c)(3)

Cross, horizontal or diagonal braces in place with every brace connection secured, and the erected scaffold plumb, level and square — 1926.452(c)(2); 1926.452(w)(1)

Frames and panels joined vertically by coupling or stacking pins, and locked together vertically wherever uplift could displace them — 1926.452(c)(3)-(c)(4)

Beyond a height-to-base-width ratio of 4:1 the scaffold is guyed, tied or braced — at horizontal members supporting both inner and outer legs, repeated every 20 ft (scaffolds 3 ft wide or less) or 26 ft, at each end, and at horizontal intervals no greater than 30 ft — 1926.451(c)(1)(i)-(iii)

Each scaffold and component supports its own weight plus at least 4 times the maximum intended load applied or transmitted to it — 1926.451(a)(1)

Platform and planking — 1926.451(b)(1)-(b)(11), (f)(16)

Every working level fully planked or decked between the front uprights and the guardrail supports — 1926.451(b)(1)

Space between adjacent platform units, and between the platform and the uprights, no more than 1 in — and no more than 9½ in where the employer has demonstrated a wider space is necessary — 1926.451(b)(1)(i)-(ii)

Platform and walkway at least 18 in wide — 12 in for ladder jack, top plate bracket, roof bracket and pump jack scaffolds — 1926.451(b)(2), (b)(2)(i)

Front edge of the platform no more than 14 in from the face of the work, unless guardrails or personal fall arrest protect that edge (3 in on outrigger scaffolds, 18 in for plastering and lathing) — 1926.451(b)(3)

Each plank end extends at least 6 in over the centerline of its support, unless cleated or otherwise restrained by hooks or equivalent means — 1926.451(b)(4)

End overhang no more than 12 in on a platform 10 ft or less, or 18 in on a longer platform, unless the cantilevered portion is designed for it or guarded off — 1926.451(b)(5)(i)-(ii)

Abutted planks each resting on a separate support surface; overlapped planks overlapping only over supports and by at least 12 in unless nailed or otherwise restrained — 1926.451(b)(6)-(b)(7)

Planks sound, not deflecting more than 1/60 of the span when loaded, and wood platforms not covered with an opaque finish that could hide a defect — 1926.451(f)(16), (b)(9)

Components from different manufacturers not intermixed unless they fit together without force and structural integrity is maintained, and dissimilar metals not used together without a competent person’s determination on galvanic action — 1926.451(b)(10)-(b)(11)

Mark a checkpoint OK when the condition is met, Defect when it is not, or N/A when it does not apply to this scaffold. Leave it blank to print an empty box and mark it by hand. The last two groups apply only to mobile and suspension scaffolds — mark them N/A otherwise.

Access — 1926.451(e)(1)-(e)(2)

Access provided wherever the platform is more than 2 ft above or below the point of access — ladder, stair tower, stairway-type ladder, ramp, walkway, integral prefabricated access, or direct access from another surface — 1926.451(e)(1)

Crossbraces are not used as a means of access — 1926.451(e)(1)

Hook-on and attachable ladders positioned so the bottom rung is no more than 24 in above the supporting level, designed for this type of scaffold, rung length at least 11½ in, rung spacing no more than 16¾ in — 1926.451(e)(2)(ii)-(vi)

On a supported scaffold more than 35 ft high, hook-on and attachable ladders have rest platforms at 35 ft maximum vertical intervals — 1926.451(e)(2)(iii)

Fall protection — 1926.451(g)(1)-(g)(4)

Every employee more than 10 ft above a lower level is protected from falling — the scaffold threshold, not the 6 ft of Subpart M — 1926.451(g)(1)

Guardrail systems installed along all open sides and ends, and installed before the scaffold was released for use by anyone other than the erection and dismantling crew — 1926.451(g)(4)(i)

Toprail top edge 38 in to 45 in above the platform — 36 in to 45 in on supported scaffolds placed in service before January 1, 2000 and on suspended scaffolds where both a guardrail and a personal fall arrest system are required — 1926.451(g)(4)(ii)

Midrail, screen, mesh, intermediate vertical members or solid panels installed between the toprail and the platform, with intermediate members no more than 19 in apart — 1926.451(g)(4)(iii)-(vi)

Toprail withstands 200 lb and midrail 150 lb — 100 lb and 75 lb on single-point and two-point adjustable suspension scaffolds — and no steel or plastic banding is used as a toprail or midrail — 1926.451(g)(4)(vii), (ix), (xiii)

Where crossbracing stands in for a rail, the crossing point is 20 in to 30 in above the platform for a midrail or 38 in to 48 in for a toprail, with end points no more than 48 in apart — 1926.451(g)(4)(xv)

Personal fall arrest systems meet 1926.502(d) and are attached by lanyard to a vertical lifeline, a horizontal lifeline or a scaffold structural member — vertical lifelines independent of the scaffold and anchored to a fixed safe point — 1926.451(g)(3), (g)(3)(i)

Falling object protection — 1926.451(h)(1)-(h)(4)

Hard hats worn on the scaffold, plus toeboards, screens, guardrail systems, debris nets, catch platforms or canopies to protect the people below — 1926.451(h)(1)

Toeboards at least 3½ in high, no more than ¼ in above the walking surface, solid or with openings no larger than 1 in, and able to take 50 lb applied in any downward or horizontal direction — 1926.451(h)(4)(i)-(ii)

Where material is piled higher than the toeboard, paneling or screening extends from the toeboard to the top of the guardrail — or the area below is barricaded and nobody is allowed in it — 1926.451(h)(2)(i), (iii)

Use, environment and power lines — 1926.451(f)(1)-(f)(15)

Not loaded beyond the maximum intended load or the rated capacity, whichever is less — 1926.451(f)(1)

Clearance from exposed and energized power lines: 3 ft for insulated lines under 300 V, 10 ft from 300 V to 50 kV, and 10 ft plus 0.4 in for each kV over 50 kV — for the scaffold and for any conductive material handled on it — 1926.451(f)(6)

Platforms free of snow, ice and other slippery material, except where employees are removing it — 1926.451(f)(8)

No work on or from the scaffold during a storm or high wind, unless a competent person has determined it is safe and those employees are protected by a personal fall arrest system or by wind screens on a scaffold secured against the wind forces — 1926.451(f)(12)

Debris not allowed to accumulate on the platforms — 1926.451(f)(13)

No boxes, barrels or other makeshift devices on the platform to gain height, and no ladder used on the scaffold to gain height except on a large area scaffold meeting all four conditions of (f)(15) — 1926.451(f)(14)-(f)(15)

No shore or lean-to scaffold in use — 1926.451(f)(2)

Tag lines or equivalent measures control any swinging load hoisted onto or near the scaffold — 1926.451(f)(9)

Mobile scaffolds only — 1926.452(w)(2)-(w)(10)

Casters and wheels locked with positive wheel and/or wheel-and-swivel locks, or equivalent means, whenever the scaffold is used in a stationary manner — 1926.452(w)(2)

Caster stems and wheel stems pinned or otherwise secured in the scaffold legs or adjustment screws — 1926.452(w)(9)

Levelling done with screw jacks or equivalent means — 1926.452(w)(8)

Platform does not extend outward beyond the base supports unless outrigger frames or equivalent devices ensure stability — 1926.452(w)(7)

Manual force to move the scaffold applied as close to the base as practicable and never more than 5 ft above the supporting surface; no forklift, truck or add-on motor propels it unless the scaffold is designed for that propulsion system — 1926.452(w)(3)-(w)(4)

Nobody rides the scaffold while it is moved unless all five conditions are met: surface within 3 degrees of level and free of pits, holes and obstructions; height-to-base-width 2:1 or less; outrigger frames on both sides; powered speed no more than 1 ft/s; nobody outboard of the wheels, casters or supports — 1926.452(w)(6)(i)-(v)

Every employee on the scaffold is told before it is moved — 1926.452(w)(10)

Suspension scaffolds only — 1926.451(d)(3), (d)(10), (d)(12)

Ropes inspected for defects by a competent person prior to this workshift, and after every occurrence which could affect a rope’s integrity — 1926.451(d)(10)

No rope replaced-condition present: physical damage impairing function or strength; kinks that might impair tracking or wrapping; six randomly distributed broken wires in one rope lay or three broken wires in one strand in one lay; abrasion, corrosion, scrubbing, flattening or peening costing more than one-third of the original outside wire diameter — 1926.451(d)(10)(i)-(iv)

No heat damage from a torch or damage from contact with electrical wires, and no evidence that the secondary brake has been activated during an overspeed condition and engaged the suspension rope — 1926.451(d)(10)(v)-(vi)

Wire rope clips: at least three, at least 6 rope diameters apart, retightened at the start of each workshift, U-bolt over the dead end and saddle over the live end, and no U-bolt clip at the point of suspension — 1926.451(d)(12)(i)-(vi)

Counterweights are items specifically designed as counterweights, made of non-flowable material, mechanically secured to the outrigger beams, and not removed until the scaffold is disassembled — 1926.451(d)(3)(ii)-(v)

Tiebacks equivalent in strength to the suspension ropes, installed perpendicular to the face or as opposing angle tiebacks, and secured to a structurally sound anchorage — never a standpipe, vent, other piping system or electrical conduit — 1926.451(d)(3)(vi)-(x)

Defects found and what was done — 1926.451(f)(4)

Any part damaged or weakened below the strength 1926.451(a) requires is immediately repaired or replaced, braced to meet those provisions, or removed from service until repaired. Those are the only four outcomes the standard offers.

Defects found: location on the scaffold, what was found, action taken, who did it and when
#	Where on the scaffold	Defect found	Action taken	By / when
1
2
3
4

Result of this inspection

Tag status posted at the access point

A jobsite convention, not an OSHA requirement: Subpart L prescribes no scaffold tag.

Restrictions posted with the tag

Notes

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Template for informational purposes only. This document must be reviewed and adapted by a competent or qualified person for your specific jobsite, equipment, and applicable federal, state, and local requirements. It does not constitute legal, engineering, or safety advice and does not by itself establish compliance with OSHA or any other standard. SteelToeTools assumes no liability for its use. Nothing you type is sent to our servers.

How to use this checklist

1
Name the scaffold, not the elevation. “The north scaffold” stops being a record the day a second one goes up. A scaffold ID on the sheet and on the tag is what lets anyone match this inspection to that structure a month later.
2
Start at the mud sills and work up. Foundation, plumb and bracing, then platform, then access, then the rails. Almost every scaffold collapse investigation begins at the base — a sill that sank overnight, a leg off its base plate, a tie removed to let a material hoist through.
3
Do the two conditional groups honestly. The mobile group and the suspension group are marked N/A on a static frame scaffold, and they are the whole inspection on a rolling tower or a swing stage. A blanket N/A down the page is how a caster lock gets missed.
4
Write what you did about each defect, not just what you found. 1926.451(f)(4) gives four outcomes and no fifth: repaired, replaced, braced to meet the strength requirement, or removed from service until repaired. “Noted” is not one of them.
5
Post the result and sign. Print or download the PDF. Check the access ladders with the ladder inspection checklist, the fall protection kit with the harness and lanyard form, and brief the crew from the scaffold safety toolbox talk.

What OSHA requires

One sentence carries the duty. 29 CFR 1926.451(f)(3): “Scaffolds and scaffold components shall be inspected for visible defects by a competent person before each work shift, and after any occurrence which could affect a scaffold’s structural integrity.” Read it as two separate triggers. The first has a schedule — every shift, before anyone climbs. The second has none: a struck leg, a night of high wind, a load dropped on the deck or a tie pulled to let a hoist through all start the inspection over, whatever the clock says.

The inspection belongs to a competent person, defined at 1926.32(f) as someone capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them. That second clause is the one that decides whether the role is real on a given site: an inspector who can write a finding but cannot stop the trade from climbing is not what the definition describes. 1926.454(b) then requires anyone who erects, disassembles, moves, operates, repairs, maintains or inspects a scaffold to be trained by a competent person for that work — while 1926.454(a) puts everyone who merely works on the scaffold in the hands of a person qualified in the subject matter. This form records an inspection. It does not qualify anyone as a competent person, and no form can.

What happens next is prescribed too, and narrowly. 1926.451(f)(4): any part damaged or weakened such that its strength is less than paragraph (a) requires shall be immediately repaired or replaced, braced to meet those provisions, or removed from service until repaired. Four outcomes, and “flagged for later” is not among them.

The scaffold figures OSHA states — the ones a shift inspection turns on
What	Figure	Where
Fall protection threshold on a scaffold	More than 10 ft above a lower level — not the 6 ft of Subpart M	1926.451(g)(1)
Guardrail top edge height	38 in to 45 in (36 in to 45 in pre-2000 supported scaffolds and suspended scaffolds needing both systems)	1926.451(g)(4)(ii)
Toprail / midrail strength	200 lb and 150 lb — 100 lb and 75 lb on single- and two-point adjustable suspension scaffolds	1926.451(g)(4)(vii), (ix)
Capacity	Own weight plus at least 4× the maximum intended load; suspension ropes at least 6×	1926.451(a)(1), (a)(3)
Guying, tying or bracing	Above a 4:1 height-to-base-width ratio, then every 20 ft (≤ 3 ft wide) or 26 ft, and every 30 ft horizontally	1926.451(c)(1)
Platform width	At least 18 in — 12 in for ladder jack, top plate bracket, roof bracket and pump jack scaffolds	1926.451(b)(2)
Front edge to the face of the work	No more than 14 in without guardrails or fall arrest (3 in outrigger, 18 in plastering and lathing)	1926.451(b)(3)
Plank bearing and overhang	At least 6 in over the centerline of the support; no more than 12 in (platform ≤ 10 ft) or 18 in overhang	1926.451(b)(4), (b)(5)
Platform deflection	No more than 1/60 of the span when loaded	1926.451(f)(16)
Access required	Whenever the platform is more than 2 ft above or below the point of access — never on crossbraces	1926.451(e)(1)
Toeboards	At least 3½ in high, ¼ in maximum clearance, 50 lb in any downward or horizontal direction	1926.451(h)(4)
Power line clearance	3 ft under 300 V insulated; 10 ft from 300 V to 50 kV; 10 ft + 0.4 in per kV above 50 kV	1926.451(f)(6)
Riding a mobile scaffold while it moves	Only with all five conditions met, including a 2:1 height-to-base-width ratio and a surface within 3° of level	1926.452(w)(6)
Fabricated frame scaffold above 125 ft	Designed by a registered professional engineer	1926.452(c)(6)

Two things this form deliberately does not do. It does not publish a scaffold tag colour code as if OSHA required one — Subpart L never mentions a tag, and green/yellow/red is an industry convention worth using and worth naming as a convention. And it does not stand in for a scaffold design: 1926.451(a)(6) requires the scaffold to be designed by a qualified person and constructed and loaded in accordance with that design, so the maximum intended load on this sheet is copied from that design, never guessed here. A scissor lift, incidentally, belongs on this form more than on an aerial lift form: OSHA’s scissor lift Hazard Alert lists 1926.451, 1926.452 and 1926.454 as the standards that apply to it.

Frequently asked questions

Before each work shift, and again after any occurrence that could affect its structural integrity. 29 CFR 1926.451(f)(3) states that scaffolds and scaffold components shall be inspected for visible defects by a competent person before each work shift, and after any occurrence which could affect a scaffold's structural integrity. That is two separate triggers, and the second one has no schedule: a struck leg, a storm, a load dropped on the deck or a bay pulled out to move material all start the clock over. A scaffold that sat untouched through a night of high wind is inspected again before anyone climbs it.

Someone the employer has designated, who meets the definition at 1926.32(f) — capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them. The second half is the half sites forget: authority to stop the work and pull the tag is part of the definition. 1926.454(b) then requires that anyone who erects, disassembles, moves, operates, repairs, maintains or inspects a scaffold be trained by a competent person to recognize the hazards of that work. This form records an inspection; it does not qualify anyone, and no form can.

No. Green, yellow and red scaffold tags are an industry convention, not an OSHA requirement — Subpart L never mentions a tag. What the standard does require is the inspection itself, and that any part damaged or weakened such that its strength is less than 1926.451(a) demands be immediately repaired or replaced, braced to meet those provisions, or removed from service until repaired (1926.451(f)(4)). A tag is a good way to communicate the result of the inspection to the crew, which is why this form has a field for the tag status; it is not what makes the site compliant.

More than 10 feet above a lower level, under 1926.451(g)(1) — not the 6 ft of Subpart M. That single number is the most common confusion on a mixed site, and it only applies to work on a scaffold: an employee on a leading edge next to the scaffold is back under 1926.501(b)(1) at 6 ft. Paragraphs (g)(1)(i) through (vii) then say which protection each scaffold type needs; on a two-point adjustable suspension scaffold, for instance, it takes both a personal fall arrest system and a guardrail system.

Between 38 and 45 inches above the platform surface for supported scaffolds manufactured or placed in service after January 1, 2000. Supported scaffolds placed in service before that date, and all suspended scaffolds where both a guardrail and a personal fall arrest system are required, sit between 36 and 45 inches. That is 1926.451(g)(4)(ii), and it is not the 42 in ± 3 of Subpart M. The strength criteria are in (g)(4)(vii) and (ix): a toprail withstands 200 lb and a midrail 150 lb on most scaffolds, dropping to 100 lb and 75 lb on single-point and two-point adjustable suspension scaffolds.

Largely yes, and that surprises people. A scissor lift is not an aerial lift under 1926.453 — its platform goes straight up and down rather than being positioned on a boom — and OSHA's own scissor lift Hazard Alert lists 1926.451, 1926.452 and 1926.454 as the standards employers must comply with. So the guardrail, capacity, stability and training criteria on this form apply. The daily control test and the machine-specific checks belong on the aerial lift and scissor lift form instead; the two are meant to be used together.

No, and the standard says it in one line. 1926.451(e)(1) ends with: crossbraces shall not be used as a means of access. Access has to come from a portable, hook-on or attachable ladder, a stair tower, a stairway-type ladder, a ramp, a walkway, integral prefabricated scaffold access, or direct access from another scaffold or structure — and it is required whenever the platform is more than 2 feet above or below the point of access. Where crossbracing is allowed is as a rail: (g)(4)(xv) accepts it as a midrail when the crossing point is 20 to 30 in above the platform, or as a toprail when it is 38 to 48 in.

No. 1926.451(f)(3) requires the inspection; it prescribes no form, no format and no retention period, and Subpart L has no recordkeeping paragraph. A written sheet is simply how an employer shows the inspection happened, who made it, and what was done about what was found — and on a job where three crews and two subcontractors use the same tower, a signed sheet with the scaffold ID on it is the only version anyone can check afterwards.

Sources & references

Content checked against these sources — last reviewed August 28, 2026.

By SteelToeTools Editorial Team — Editorial team of SteelToeTools.com (published by LSEA SAS) Updated August 28, 2026 v1

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Scaffold Inspection Checklist

Date —
29 CFR 1926.451 · 1926.452

Company: —

Project / job #: —

Scaffold ID: —

Location: —

Scaffold type: —

Inspection trigger: —

Platform height: —

Maximum intended load: —

Erected by: —

Crews using it this shift: —

Competent person: —

Tag posted: —

INSPECTION CRITERIA

Inspection criteria with OK, defect and not applicable columns
Criterion	OK	Def.	N/A

DEFECTS FOUND AND ACTION TAKEN — 1926.451(f)(4)

Defects found and action taken
#	Where	Defect found	Action taken	By / when

Result of this inspection: —

Restrictions posted: —

Notes: —

Inspected by — competent person, 1926.451(f)(3)

Signature / date / time

Reported to

Signature / date / time

Generated with SteelToeTools.com — template for informational purposes only29 CFR 1926.451 · 1926.452 · 1926.454

Scaffold Inspection Checklist Generator

How to use this checklist

What OSHA requires

Frequently asked questions

How often does a scaffold have to be inspected?

Who is the competent person for a scaffold inspection?

Does OSHA require a scaffold tag?

At what height is fall protection required on a scaffold?

How high do scaffold guardrails have to be?

Is a scissor lift inspected with this form?

Can crossbraces be used to climb a scaffold?

Does OSHA require a written scaffold inspection record?

Sources & references