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A trench is being excavated in Type B soil. What is the maximum allowable slope ratio under Cal/OSHA regulations?

Correct Answer

D) 1:1 (horizontal to vertical)

For Type B soil, Cal/OSHA allows a maximum slope of 1:1 (45 degrees) or one horizontal to one vertical.

Answer Options
A
1.5:1 (horizontal to vertical)
B
1/2:1 (horizontal to vertical)
C
3/4:1 (horizontal to vertical)
D
1:1 (horizontal to vertical)

Why This Is the Correct Answer

Type B soil is classified as medium-stability soil (cohesive soils with an unconfined compressive strength between 0.5 and 1.5 tsf, or fissured soil, or granular cohesionless soil). Cal/OSHA, aligned with federal OSHA 29 CFR 1926 Subpart P, mandates a maximum slope of 1:1 (horizontal to vertical), which equals 45 degrees. This slope provides adequate stability for Type B conditions without requiring shoring.

Why the Other Options Are Wrong

Option A: 1.5:1 (horizontal to vertical)

1.5:1 (horizontal to vertical) is the required slope for Type C soil β€” the least stable classification (unconfined compressive strength less than 0.5 tsf, submerged soil, or soil subject to water seepage). Applying a Type C slope to Type B soil would be unnecessarily conservative but is not the correct answer for Type B.

Option B: 1/2:1 (horizontal to vertical)

1/2:1 (horizontal to vertical) is the slope permitted for Type A soil β€” the most stable classification (cohesive soil with unconfined compressive strength of 1.5 tsf or greater, undisturbed). This is a steeper cut and would be unsafe for the less-stable Type B soil.

Option C: 3/4:1 (horizontal to vertical)

3/4:1 (horizontal to vertical) is not a standard Cal/OSHA slope ratio for any soil classification. The three recognized ratios are 1/2:1 (Type A), 1:1 (Type B), and 1.5:1 (Type C). This option is a distractor.

Memory Technique

Use the mnemonic 'A-B-C slopes go 0.5, 1, 1.5' β€” each soil type adds half a unit of horizontal distance. Type A = 1/2 horizontal, Type B = 1 horizontal, Type C = 1.5 horizontal (all per 1 vertical foot).

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