Calculates the maximum allowable sloping angle, required horizontal offset, and top excavation width, per OSHA 29 CFR 1926 Subpart P, Appendix B (Sloping and Benching).
Critical safety context: Soil must be classified by a competent person per OSHA Appendix A before this table can be applied — the classification (Stable Rock, Type A, B, or C) depends on cohesion, moisture, prior disturbance, fissures, groundwater, vibration exposure, and other site-specific factors that only a qualified, trained person can assess in the field. This calculator only performs the arithmetic once that classification is known. Excavations 5 feet or deeper require a protective system (sloping, shoring, or shielding) unless entirely in stable rock. Excavations deeper than 20 feet require sloping/benching designed by a registered professional engineer — this tool's simplified tables do not apply beyond 20 feet.
OSHA Maximum Allowable Slopes (Appendix B, Table B-1)
Stable Rock
Vertical — 90°
Type A
3/4H:1V — 53°
Type A (short-term, ≤ 12 ft depth)
1/2H:1V — 63°
Type B
1H:1V — 45°
Type C
1½H:1V — 34°
Depths greater than 12 feet do not qualify for the Type A short-term exception even for short-term exposure — the standard 3/4H:1V slope applies instead.
Methodology, interpretation & sources
Purpose. Calculates the maximum allowable sloping angle, required horizontal offset, and top excavation width, per OSHA 29 CFR 1926 Subpart P, Appendix B (Sloping and Benching).
Primary references. Use the current edition/version that applies to your jurisdiction and organization:
Editorial note. Prepared and maintained by Impact Tech Solutions. Editorially updated 28 September 2026. No individual professional credential is claimed on this page; high-consequence, statutory, tax, engineering or health decisions should be independently verified against the current primary source and, where required, a qualified professional.
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