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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions:

1. A civil engineering technologist works for a contractor. An engineer notifies him that the depth of concrete pilings needs to be increased. What is the first thing the civil engineering technologist should do?

A) Proceed with the work according to the original contract.
B) Present the change in costs and schedules to the project manager.
C) Present revised environmental considerations to the project engineer.
D) Proceed with the revised work as instructed.

2. Which of the following is employee's responsibility in regard to PPE?

A) Receive training on the correct use of PPE.
B) Inspect PPE before use.
C) Select PPE appropriate for the hazard.
D) Ensure PPE is maintained correctly between uses.

3. EXCERPT FROM MUNICIPAL BYLAW 1234 - ZONING
Section 3: Single family zone
3.1 All dwellings shall house one family.
3.2 All dwellings shall have a minimum main floor area of 120 m².
3.3 All dwellings shall be constructed a minimum of 10.0 m from the front property line, 15.0 m from the rear property line, and 1.5 m from the side property lines.
3.4 An application that does not fulfill the above requirements shall be referred to Council.

A) Approve the application because it meets all requirements.
B) Reject the application because the rear yard setback is too large.
C) Reject the application because one of the side yard dimensions and the main floor area are not sufficient.
D) Refer the application to Council because it does not meet the requirements.

4. Which of the following is the best location for a foundation perimeter drain pipe?

A) At the footing elevation, outside the foundation
B) Above the footing elevation, outside the building
C) Below the frost line, outside the footing
D) At the footing elevation, inside the building

5. A soil sample has a porosity of 40%, and the specific gravity of solids is 2.60. What would be the approximate value of dry density of the soil if the soil is completely saturated?

A) 20.45 kN/m³
B) 40.25 kN/m³
C) 15.30 kN/m³
D) 25.85 kN/m³

Solutions: