Construction (29 CFR 1926)

General Requirements for Concrete (Construction)

Verified vs OSHA sources · 2026-10-05

29 CFR 1926.701

29 CFR 1926.701 sets the general requirements for concrete construction: no construction loads may be placed on a concrete structure until a person qualified in structural design confirms it can support them, protruding reinforcing steel must be guarded to prevent impalement, and workers must be kept clear of concrete buckets and placing equipment.

29 CFR 1926.701 at a glance

What it requires: General concrete safety: no loads until strength is confirmed, rebar guarded, equipment clearances
Who it covers: Construction employers performing concrete work
Loading rule: No construction loads until a qualified person confirms the structure can support them (1926.701(a))
Key duty: Confirm strength before loading, guard protruding rebar, and keep workers clear of equipment
Max penalty (2026): $16,550 per serious violation; $165,514 per willful
The #1 confusion: Formwork strength must be confirmed by a qualified person before loading, not assumed

What 29 CFR 1926.701 requires (plain English)

29 CFR 1926.701 sets the general requirements for cast-in-place concrete construction. It addresses the hazards that arise while concrete is being placed and before it has cured: premature loading of an immature structure, impalement on protruding reinforcing steel, and contact with concrete-placing equipment.

Its foundational rule is that no construction loads may be placed on a concrete structure or portion of a structure until the employer determines, based on information from a person qualified in structural design, that it can support the loads. Beyond that, all protruding reinforcing steel onto which employees could fall must be guarded to eliminate the impalement hazard, workers must not be permitted under concrete buckets while they are being elevated or moved, and equipment such as bull floats and powered trowels must have specified safeguards.

1926.701 works with the formwork and shoring standard (1926.703), the concrete equipment standard (1926.702), and the fall-protection and silica standards, since concrete cutting and finishing also generate respirable silica. It governs the window when a concrete structure is at its most vulnerable: freshly placed and not yet self-supporting.

The regulatory text

“No construction loads shall be placed on a concrete structure or portion of a concrete structure unless the employer determines, based on information received from a person who is qualified in structural design, that the structure or portion of the structure is capable of supporting the loads.”

29 CFR 1926.701(a)

Key facts about 29 CFR 1926.701

No construction loads until a person qualified in structural design confirms the structure can support them (1926.701(a)).
Protruding reinforcing steel onto which workers could fall must be guarded against impalement (1926.701(b)).
Workers must not be permitted under concrete buckets while they are elevated or moved (1926.701(e)).
Bull floats and powered concrete equipment must have specified safeguards.
Concrete cutting and finishing also generate respirable silica (see 1926.1153).
It works with the formwork/shoring (1926.703) and concrete-equipment (1926.702) standards.
It governs the period when fresh concrete is not yet self-supporting.

Scope: who 29 CFR 1926.701 applies to

Regulatory framework: Construction (29 CFR 1926)
Citation reference: 29 CFR 1926.701
Enforcement status: In force and enforced
Jurisdiction: Federal OSHA (29 State-Plan jurisdictions may be stricter)

State-Plan states (e.g. California, Washington, Michigan) operate OSHA-approved programs that must be at least as effective as federal OSHA and frequently impose higher penalties or additional requirements. Confirm the rule as adopted in your state.

Key requirements of 29 CFR 1926.701

#	Employer obligation
1	Cap or protect exposed rebar with impalement protection
2	Guard post-tensioning operations
3	Secure concrete buckets during placement
4	Train workers on concrete hazards

Summarized from the text of 29 CFR 1926.701. Always read the full regulation for the binding language.

Common Concrete General violations

Deficiencies OSHA cites under 29 CFR 1926.701 include the ones below, in no particular order. Distinct deficiencies can be cited as separate items, and each serious item carries up to $16,550 (2026). Broader per-instance stacking exists but is a discretionary, case-by-case OSHA enforcement policy, not an automatic multiplier.

Construction loads placed before a qualified person confirmed adequate strength (1926.701(a)).
Protruding reinforcing steel not guarded against impalement (1926.701(b)).
Workers positioned under concrete buckets being elevated or moved (1926.701(e)).
Powered concrete equipment without required guards or controls (1926.702).
No provisions to keep workers clear of placing and pumping equipment (1926.701).

Formwork strength must be confirmed by a qualified person, not eyeballed

A recurring and dangerous assumption is that concrete 'looks set enough' to remove shoring or place the next lift. 1926.701(a) requires that no construction loads be placed on a concrete structure until the employer determines, based on information from a person qualified in structural design, that it can support them. Concrete gains strength over time and conditions such as temperature, mix, and curing, so the decision to load or strip formwork must be based on the qualified person's determination, not a superintendent's judgment. Premature loading is a leading cause of concrete-structure collapses, which can kill multiple workers at once.

What OSHA inspectors look for

A compliance officer checks that formwork is not loaded before the concrete has gained adequate strength (confirmed by a qualified person), that exposed rebar ends are capped or guarded against impalement, and that workers are not positioned under concrete buckets or in the path of placing equipment. Unprotected protruding rebar is a classic finding.

Example: how a violation is cited

A worker falls onto a grid of vertical reinforcing bars whose ends were not capped, and is impaled. OSHA cites 1926.701(b) because protruding rebar onto which employees could fall must be guarded to eliminate the impalement hazard, with penalties from $16,550.

Illustrative example, not a specific OSHA case.

Concrete General compliance checklist

Use this to evaluate your compliance with 29 CFR 1926.701. Each item is a key requirement OSHA may verify during an inspection.

Do not load or strip formwork until a qualified person confirms the concrete can support the loads.
Cap or guard all protruding reinforcing steel onto which workers could fall.
Keep workers out from under concrete buckets while they are elevated or being moved.
Ensure bull floats, powered trowels, and other equipment have the required safeguards.
Control respirable silica when cutting or grinding cured concrete (1926.1153).
Coordinate with the formwork and shoring standard for the design and removal of supports.

2026 penalties for 29 CFR 1926.701

Maximums set by 29 CFR 1903.15(d). 2026 amounts unchanged from 2025 (no CPI adjustment; OMB M-26-11). Not an increase. The 2025 OSHA penalty levels remain in effect for 2026; OSHA made no inflation adjustment for 2026. 29 CFR 1903.15 identifies January 15, 2025 as the effective reference for these amounts, while OSHA's public penalties page currently references penalties assessed after Jan. 15, 2026.

Violation type	Minimum	Maximum	When it applies
Serious	$1,085	$16,550	Substantial probability of death or serious physical harm.
Other-Than-Serious	$0	$16,550	Relates to safety/health but unlikely to cause death or serious harm.
Willful	$11,823	$165,514	Intentional, knowing, or voluntary disregard of the requirement.
Repeated	$4,256	$165,514	A substantially similar violation cited within the last 5 years.
Failure to Abate	None	$16,550/day	up to $16,550 per day; total capped at 30x the daily amount (FOM Ch.6)

Concrete-construction citations follow collapses and impalement incidents. Serious violations reach $16,550 and willful or repeat violations $165,514; unguarded rebar and premature loading are the usual findings.

Maximums and the willful minimum are set by 29 CFR 1903.15(d); the serious and repeated minimums are OSHA policy floors from its annual penalty adjustment memo. OSHA applies gravity-based and size, good-faith and history reductions (FOM CPL 02-00-164 Ch.6). Estimates only, not legal advice.

The business case for Concrete General compliance

Fresh concrete work carries two deadly hazards: a structure loaded before it has cured can collapse under the construction loads, and a fall onto unguarded protruding rebar can impale a worker. Confirming strength before loading and capping rebar are simple steps that prevent collapses and impalements that are otherwise catastrophic.

Free compliance tools for 29 CFR 1926.701

Job Hazard Analysis Builder Weekly Site Safety Inspection Pre-Task Plan Generator

Concrete General penalties by state

Penalties and enforcement vary by state. State-Plan states may impose higher penalties and additional requirements beyond federal 29 CFR 1926.701.

Alabama Arkansas Colorado Connecticut Delaware District of Columbia

View all 50 states + DC →

Frequently asked questions about 29 CFR 1926.701

When can construction loads be placed on a concrete structure?

Under 1926.701(a), no construction loads may be placed on a concrete structure or portion of a structure until the employer determines, based on information from a person qualified in structural design, that it can support the loads. Because concrete gains strength over time and conditions, the decision to load or strip formwork must rest on the qualified person's determination, not a visual judgment.

Does OSHA require protruding rebar to be capped?

Yes, where a fall onto it is possible. Under 1926.701(b), all protruding reinforcing steel onto which employees could fall must be guarded to eliminate the impalement hazard, typically with rebar caps rated to protect against impalement, troughs, or covers. A fall onto unguarded vertical rebar can impale a worker, which is why this is one of the most-cited concrete provisions.

Can workers stand under a concrete bucket?

No. Under 1926.701(e), no employee may be permitted to work under concrete buckets while the buckets are being elevated or lowered into position, and to the extent practicable elevated buckets must be routed so that no employee, or the fewest employees, are exposed. A dropped or spilled bucket load is a struck-by and crushing hazard.

Does concrete work create a silica hazard?

Yes, when cured concrete is cut, ground, or drilled. Those tasks release respirable crystalline silica, which is regulated separately by the construction silica standard (1926.1153) with a 50 µg/m³ PEL and Table 1 controls. So a concrete operation must comply with both 1926.701 for the placement hazards and 1926.1153 for the silica dust generated during cutting and finishing.

Regulatory history of 29 CFR 1926.701

1926.701 is part of Part 1926 Subpart Q (concrete and masonry construction), issued in its modern form in 1988. Its rebar-impalement and premature-loading provisions address two of the most common causes of serious injury and death in concrete work, and it is applied together with the formwork design requirements of 1926.703.

Related glossary terms

Key terms that appear in 29 CFR 1926.701, each with a full plain-English explainer.

Competent Person Qualified Person Personal Protective Equipment (PPE)Hierarchy of Controls

Related guides & articles

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Primary sources

OSHA figures on this page are imported from HazComFast's verified regulatory module (verified 2026-10-05 against eCFR, OSHA.gov, and the Federal Register).

This page is an educational summary, not legal advice. OSHA standards and penalty amounts change; confirm requirements against the current regulation and your applicable State-Plan before acting.

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