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Construction (29 CFR 1926)

Concrete and Masonry Construction – Scope

Verified vs OSHA sources · 2026-10-05

29 CFR 1926.700

29 CFR 1926.700 is the scope, application, and definitions section for Subpart Q: OSHA's concrete and masonry construction standard. It sets forth requirements to protect all construction employees from the hazards of concrete and masonry operations, and notes that other relevant provisions in parts 1910 and 1926 also apply. The substantive rules follow in 1926.701 (general), 1926.703 (formwork and shoring), 1926.705 (lift-slab), and 1926.706 (masonry).

29 CFR 1926.700 at a glance

What it is
Scope, application, and definitions for Subpart Q (concrete and masonry)
Coverage
All concrete and masonry construction operations
General rules
1926.701 (rebar impalement, no loads until cured)
Formwork/shoring
1926.703 (designed for the wet-concrete loads)
Masonry
1926.706 (limited access zone, wall bracing)
Max penalty (2026)
$16,550 per serious violation; $165,514 per willful

What 29 CFR 1926.700 requires (plain English)

29 CFR 1926.700 opens Subpart Q, Concrete and Masonry Construction, by setting its scope and application and defining its terms. It provides that the subpart sets forth requirements to protect all construction employees from the hazards associated with concrete and masonry construction operations performed in workplaces covered under Part 1926, and notes that, in addition to the Subpart Q requirements, other relevant provisions in parts 1910 and 1926 also apply.

It defines the terms used across the subpart, such as "lift-slab construction," "limited access zone," "precast concrete," "reshoring," and "shore," that carry the substantive requirements. The substantive sections then address the specific hazards: 1926.701 (general requirements, including protection from protruding reinforcing steel and the rule that no construction loads be placed on a concrete structure until a qualified person confirms it can support them), 1926.702 (equipment and tools), 1926.703 (cast-in-place concrete (formwork and shoring designed and inspected to carry the loads), 1926.704 (precast concrete), 1926.705 (lift-slab), and 1926.706 (masonry construction) the limited access zone and bracing of walls over 8 feet).

1926.700 makes clear that Subpart Q reaches the whole sequence of concrete and masonry work and that other standards apply alongside it. The three signature hazards (formwork/shoring collapse under wet-concrete loads, rebar impalement, and premature masonry-wall collapse) are addressed in the sections that follow, with 1926.700 providing the scope and definitions they rest on.

What the source requires, in summary

This subpart sets forth requirements to protect all construction employees from the hazards associated with concrete and masonry construction operations performed in workplaces covered under 29 CFR part 1926. In addition to the requirements in subpart Q, other relevant provisions in parts 1910 and 1926 apply to concrete and masonry construction operations.
29 CFR 1926.700(a)Summarized, not quoted: read the source for its operative wording.

Key facts about 29 CFR 1926.700

  • 1926.700 sets the scope and definitions for Subpart Q (concrete and masonry) (1926.700(a)).
  • It covers all concrete and masonry construction operations.
  • Other parts 1910 and 1926 provisions also apply.
  • General requirements (rebar impalement, loads until cured) are in 1926.701.
  • Formwork and shoring requirements are in 1926.703.
  • Masonry limited-access-zone and bracing rules are in 1926.706.
  • Signature hazards: shoring collapse, rebar impalement, masonry-wall collapse.

Scope: who 29 CFR 1926.700 applies to

Regulatory framework
Construction (29 CFR 1926)
Citation reference
29 CFR 1926.700
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 1926.700

#Employer obligation
1Apply to all concrete and masonry construction operations
2Cover formwork, reinforcing steel, concrete placement, and post-tensioning

Summarized from the text of 29 CFR 1926.700. Always read the full regulation for the binding language.

Reference provision: definitions & scope

This section defines the terms or the applicability used by neighboring standards; it is not usually a standalone employer duty. When OSHA cites an employer, the citation issues under the substantive standard that uses these definitions. For example, a missing competent person is cited under the standard that requires one. Use this page to get the definitions right, and see the related standards below for the enforceable duties.

Subpart Q covers the whole concrete and masonry sequence, and other standards apply too

Two points from the scope are worth emphasizing. First, 1926.700 makes clear Subpart Q covers ALL concrete and masonry construction operations (the whole sequence from formwork and rebar through the pour, curing, and masonry-wall construction) not just one step. Second, the scope explicitly states that IN ADDITION to Subpart Q, other relevant provisions in parts 1910 and 1926 apply. So a concrete or masonry operation must comply with Subpart Q's specific requirements (formwork/shoring design, rebar impalement protection, masonry limited access zones) AND the general construction standards (fall protection, PPE, cranes, and so on) that also govern the work. Treating Subpart Q as the only applicable standard, or as covering only part of the work, misreads the scope.

Concrete & Masonry Scope compliance checklist

Use this to evaluate your compliance with 29 CFR 1926.700. Each item is a key requirement OSHA may verify during an inspection.

  • Recognize that Subpart Q covers all concrete and masonry construction operations.
  • Apply the general requirements of 1926.701 (rebar impalement, loads until cured).
  • Design and inspect formwork and shoring for the imposed loads (1926.703).
  • Establish masonry limited access zones and brace walls over 8 feet (1926.706).
  • Apply the other parts 1910 and 1926 standards that also govern the work.
  • Use the 1926.700 definitions to interpret the substantive requirements.

Concrete & Masonry Scope penalties by state

Penalties and enforcement vary by state. State-Plan states may impose higher penalties and additional requirements beyond federal 29 CFR 1926.700.

Frequently asked questions about 29 CFR 1926.700

What does 29 CFR 1926.700 cover?

1926.700 is the scope, application, and definitions section for Subpart Q, OSHA's concrete and masonry construction standard. It sets forth requirements to protect all construction employees from the hazards of concrete and masonry operations, and notes that other relevant parts 1910 and 1926 provisions also apply. The substantive rules follow in 1926.701–1926.706.

What standards are in Subpart Q?

Subpart Q includes 1926.700 (scope and definitions), 1926.701 (general requirements (rebar impalement, no loads until cured), 1926.702 (equipment and tools), 1926.703 (cast-in-place concrete) formwork and shoring), 1926.704 (precast concrete), 1926.705 (lift-slab construction), and 1926.706 (masonry construction: limited access zone and wall bracing).

What are the main concrete and masonry hazards?

The signature hazards are formwork and shoring collapse under the enormous weight of wet concrete, rebar impalement (a fall onto protruding reinforcing steel), and premature collapse of freshly built masonry walls before they cure. Subpart Q addresses each: shoring design in 1926.703, impalement protection in 1926.701, and the masonry limited access zone and bracing in 1926.706.

Do other OSHA standards apply to concrete work?

Yes. 1926.700 explicitly states that in addition to Subpart Q, other relevant provisions in parts 1910 and 1926 apply to concrete and masonry construction operations. So a concrete or masonry job must meet Subpart Q's specific requirements AND the general construction standards (fall protection, PPE, cranes, and others) that also govern the work.

Regulatory history of 29 CFR 1926.700

Subpart Q, including the 1926.700 scope and definitions, was issued in its current form in OSHA's 1988 concrete and masonry rule (53 FR 22612), which consolidated the formwork/shoring, rebar impalement, lift-slab, and masonry requirements. The scope's reminder that other 1910 and 1926 standards also apply reflects that concrete and masonry work involves many overlapping hazards.

Related glossary terms

Key terms that appear in 29 CFR 1926.700, each with a full plain-English explainer.

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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OSHA does not give advance notice of inspections (29 CFR 1903.6). Get the binder in order before the opening conference, not during it.

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