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Excavator Operator Certification Exam Prep · Question

An operator is excavating a trench approximately 3 metres deep for a new water main. The soil is identified as Type B (cohesive with some strength). Canadian regulations require that excavations this deep must be protected. What minimum slope ratio (Horizontal:Vertical) is generally acceptable for battering the sides of a Type B soil excavation?

For Type B soils, Canadian safety standards typically allow a maximum allowable slope of 0.75H:1V (or 45 degrees relative to the horizontal). This slope is shal

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Question: An operator is excavating a trench approximately 3 metres deep for a new water main. The soil is identified as Type B (cohesive with some strength). Canadian regulations require that excavations this deep must be protected. What minimum slope ratio (Horizontal:Vertical) is generally acceptable for battering the sides of a Type B soil excavation?

Answer options: ✅ 0.75:1

  • 1:1
  • 1.5:1
  • 2:1

Correct answer: 0.75:1

Explanation: For Type B soils, Canadian safety standards typically allow a maximum allowable slope of 0.75H:1V (or 45 degrees relative to the horizontal). This slope is shallower (more horizontal) than 1:1, providing greater stability for this soil type compared to unstable Type C soils which require much flatter slopes.

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