OSHA Trench Sloping

Maximum slope ratio per soil class A/B/C and benching geometry.

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Details, formula, and sources

Maximum allowable slope ratio (H:V) per OSHA 29 CFR 1926.652 and Appendix B: Type A 0.75:1, Type B 1:1, Type C 1.5:1. Benching geometry per Appendix B Figure B-1.1.

OSHA 29 CFR 1926 Subpart P and Appendix B by section.

Free at ecfr.gov.

Estimate. AHJ and licensed structural engineer govern.

Field names used by the API: depth_ft, soil_class, surcharge, max_horizontal_ft, top_width_ft, bench_height_ft

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