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Excavation sloping (simple slope, 20 ft or less)

Used on the ASP, CSP and CHST. The worked example below is computed by code and checked against the source.

Horizontal run = depth × H:V ratio

Type A 3/4:1, Type B 1:1, Type C 1½:1

Maximum allowable slopes from Subpart P, Appendix B, for excavations 20 ft deep or less.

Worked example

A 12 ft deep trench in Type C soil.

12 ft × 1.5 = 18 ft of horizontal setback on each side

Where it appears on the exam

Source

The formula comes from

29 CFR 1926 Subpart P, Appendix B (Figure B-1)(opens ecfr.gov in a new tab)
“All simple slope excavation 20 feet or less in depth shall have a maximum allowable slope of 3/4 :1. ... All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 1:1. ... All simple slope excavations 20 feet or less in depth shall have a maximum allowable slope of 1 1/2 :1.”

Questions

What is the formula for excavation sloping (simple slope, 20 ft or less)?
Horizontal run = depth × H:V ratio; Type A 3/4:1, Type B 1:1, Type C 1½:1. Maximum allowable slopes from Subpart P, Appendix B, for excavations 20 ft deep or less.
Will this formula be given on the BCSP exam?
BCSP says the formula is included in the question whenever one is needed, unless the question is testing whether you know the formula. You can't bring a formula sheet into the exam, so learn what each formula does and when to use it.

BCSP on formulas at the exam

BCSP, What to Expect When Sitting for a BCSP Exam (item 7)(opens bcsp.org in a new tab)
“For any question requiring a mathematical formula, the formula will be included within the exam question (unless the question is specifically testing your knowledge of a formula). You will not be provided or permitted to bring a formula sheet.”

Related

Checked 2026-10-16. Spot a problem? Email hello@passcited.com.

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