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Your crew is excavating a trench that is 8 feet deep in Type C soil. What is the minimum allowable slope ratio for the sides of this excavation?

Correct Answer

D) 1½:1 (34°)

For Type C soil (the least stable), OSHA requires a minimum slope ratio of 1½:1 (34 degrees from horizontal). This provides adequate protection against cave-ins in unstable soil conditions.

Answer Options
A
3/4:1 (53°)
B
1/2:1 (63°)
C
1:1 (45°)
D
1½:1 (34°)

Why This Is the Correct Answer

OSHA 29 CFR 1926.652 specifies that Type C soil, being the least stable soil classification, requires the most conservative slope ratio of 1½:1 (34 degrees from horizontal). This means for every 1.5 feet of horizontal distance, the excavation can drop 1 foot vertically. Type C soils include granular soils, submerged soil, and soil from which water is freely seeping, all of which are prone to cave-ins and require maximum slope protection.

Why the Other Options Are Wrong

Option B: 1/2:1 (63°)

1/2:1 (63°) is too steep for any soil type and would create an extremely dangerous excavation prone to cave-ins, especially in unstable Type C soil.

Option C: 1:1 (45°)

1:1 (45°) is the required slope ratio for Type B soil (medium stability). While safer than options A and B, it's still not conservative enough for Type C soil conditions.

Memory Technique

ABC = Always Be Conservative: Type A = 3/4:1, Type B = 1:1, Type C = 1½:1. Or remember 'Type C = Can't be too Careful' - needs the flattest slope at 1½:1.

Reference Hint

OSHA 29 CFR 1926.652 - Requirements for protective systems, Table B-1 in Appendix B for maximum allowable slopes

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