Construction term · Glossary
Soil Classification
Verified vs OSHA sources · 2026-10-05
The system OSHA uses (29 CFR 1926 Subpart P, Appendix A) to categorize excavation soil by stability, so a competent person can choose the correct protective system. The four categories — Stable Rock, Type A, Type B, and Type C — are keyed mainly to unconfined compressive strength: Type A is the most stable (≥1.5 tsf), Type C the least (≤0.5 tsf). Weaker soil requires flatter sloping or stronger shoring.
Also known as: OSHA soil types, Type A B C soil
On this page
Soil Classification at a glance
- Four categories: Stable Rock, Type A (≥1.5 tsf), Type B (>0.5 and <1.5 tsf), Type C (≤0.5 tsf).
- Classification is based primarily on unconfined compressive strength, plus factors like water, layering, and prior disturbance.
- A competent person must classify the soil using at least one visual and one manual test.
- Previously disturbed, fissured, water-seeping, or vibration-exposed soil is downgraded (e.g., Type A → B or C).
In plain English
A way to rate how stable the dirt in a trench is. Firm clay (Type A) holds a steep wall; loose sand or wet soil (Type C) does not. The rating tells you how far back to slope the walls or how strong the trench box has to be.
What the source says, in summary
Type A means cohesive soils with an unconfined compressive strength of 1.5 ton per square foot (tsf) or greater. Type C means cohesive soil with an unconfined compressive strength of 0.5 tsf or less.
In context
A concept governed primarily by OSHA's construction standards, 29 CFR Part 1926 — the rules that apply on jobsites rather than the general-industry 1910 set.
Where this is written in OSHA's rules
- 29 CFR 1926 Subpart PRead on eCFR / OSHA.gov
Example
A competent person tests trench spoil with a pocket penetrometer reading 1.7 tsf and sees stiff clay — classifying it Type A. But because the trench sits beside a road with truck vibration, the soil must be downgraded to Type B, requiring a flatter slope (1:1 instead of 3/4:1).
Why it matters
Soil classification is the decision that drives the entire cave-in protection choice — the wrong class means the wrong slope or an under-rated trench box, and cave-ins are the deadliest excavation hazard (a cubic yard of soil weighs roughly as much as a car). It's why OSHA requires a trained competent person, not a guess, to make the call.
Type A isn't automatically the safest choice
A soil can be Type A by strength but still must be downgraded — if it's fissured, previously disturbed, seeping water, part of a layered system dipping into the excavation, or subject to vibration. Layered soils are classified by their weakest layer. Classifying too optimistically is a common, dangerous error.
OSHA soil classes (unconfined compressive strength)
| Class | Strength / description | Relative stability |
|---|---|---|
| Stable Rock | Solid mineral matter; vertical sides stay intact | Most stable |
| Type A | Cohesive, ≥ 1.5 tsf (e.g., clay) | Stable |
| Type B | > 0.5 and < 1.5 tsf; or granular cohesionless | Moderate |
| Type C | ≤ 0.5 tsf; or submerged / freely seeping | Least stable |
Soil Classification: frequently asked questions
- What are OSHA's soil classification types?
- Stable Rock, Type A (unconfined compressive strength ≥ 1.5 tsf), Type B (> 0.5 and < 1.5 tsf), and Type C (≤ 0.5 tsf). They rank soil from most to least stable for excavation protection.
- Who classifies the soil on an excavation?
- A competent person, using the Subpart P Appendix A system — at least one visual and one manual test. Classification must be re-checked when conditions change (rain, vibration, added load).
- Why would firm soil be classified as Type C instead of Type A?
- Because factors beyond strength downgrade it — water seepage, fissuring, previous disturbance, vibration, or a layered system. Layered soils take the classification of their weakest layer.
Related terms
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Governing OSHA standards
More Construction terms
The part of Title 29 of the Code of Federal Regulations that contains OSHA's General Industry standards — the default rulebook for most American workplaces (manufacturing, warehousing, healthcare, etc.) that aren't covered by the construction, maritime, or agriculture standards. It includes core rules like Hazard Communication (1910.1200) and the permissible exposure limits (1910.1000). Several 1910 standards are cross-referenced into construction via Part 1926.
29 CFR 1926The part of Title 29 of the Code of Federal Regulations that contains OSHA's Construction standards — the “Safety and Health Regulations for Construction.” It governs construction, alteration, and repair work, with construction-specific rules for fall protection (Subpart M), scaffolds (Subpart L), excavations (Subpart P), electrical (Subpart K), and more. Where a task isn't addressed in 1926, some general-industry (1910) standards apply by reference.
Anchor PointThe secure attachment point a personal fall arrest system (PFAS) ties off to — the “A” in the ABC of fall arrest. Under 29 CFR 1926.502(d)(15), a non-engineered anchorage must support at least 5,000 pounds per attached worker; alternatively, it can be an engineered anchorage designed and supervised by a qualified person with a safety factor of at least two.
Atmospheric TestingMeasuring the air in a confined space (or other hazardous atmosphere) with a calibrated direct-reading instrument before and during entry. OSHA requires testing in a set order — oxygen first, then flammable gases and vapors, then potential toxic contaminants — and defines the acceptable ranges: oxygen 19.5%–23.5%, flammables below 10% of the LEL, toxics below their exposure limits.
BenchingAn excavation cave-in protective system that cuts the sides into a series of horizontal steps (benches), usually with vertical or near-vertical faces between levels. It's one of OSHA's accepted protective systems under Subpart P — but it is NOT permitted in Type C (the least stable) soil.
Competent Person (Excavation)The competent person OSHA's excavation standard (Subpart P) requires on every trenching job — someone trained in soil classification and protective systems, who can identify cave-in and other hazards AND has authority to remove workers and correct problems. They must inspect the excavation daily before work starts, throughout the shift, and after any rain or event that could increase the hazard.
Confined SpaceA space that is large enough for a worker to bodily enter, has limited or restricted means of entry or exit, and is not designed for continuous occupancy. If it also contains — or could contain — a serious hazard (a hazardous atmosphere, engulfment material, an entrapping configuration, or any other recognized serious hazard), it becomes a permit-required confined space (PRCS).
Controlling EmployerUnder OSHA's Multi-Employer Citation Policy (CPL 02-00-124), the controlling employer is an employer with general supervisory authority over a worksite — including the power to correct safety and health violations itself or to require others to correct them. This is typically the general contractor or construction manager. A controlling employer can be cited for a hazard at the site even if none of its own employees are exposed, because it has a duty to exercise reasonable care to prevent and detect violations by the other employers on site.
Sources & verification
- 29 CFR 1926 Subpart P (eCFR / OSHA.gov)
- OSHA — 1926 Subpart P App A (Soil Classification)
- OSHA — Trenching and Excavation Safety (OSHA 2226)
Reviewed by HazComFast against eCFR, OSHA.gov, NIOSH, and the Federal Register. Last reviewed 2026-10-05. This glossary is general information, not legal advice; OSHA State-Plan states (e.g. California, Michigan) may adopt stricter requirements.
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