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| Section | Weight | Objectives |
|---|---|---|
| Structural Design Fundamentals | 20% | - Structural analysis
|
| Municipal Engineering | 20% | - Water supply and distribution
|
| Surveying | 20% | - Surveying equipment and methods
|
| Materials Testing | 20% | - Soil mechanics and testing
|
| Transportation Engineering | 20% | - Highway and road design
|
Question 1
Which of the following is the best location for a foundation perimeter drain pipe?
A. At the footing elevation, outside the foundation
B. Below the frost line, outside the footing
C. Above the footing elevation, outside the building
D. At the footing elevation, inside the building
Question 2
Concrete thrust block measures 0.6 m by X m in the diagram. If the test pressure is 1034 kPa and the bearing pressure of the soil is 239 kPa, what is the minimum value of X?
A. 0.304 m
B. 0.136 m
C. 0.030 m
D. 0.226 m
Question 3
A civil engineering technologist asked an engineer in training (EIT) to write a deficiency report. After a few revisions, the report is still disorganized and has errors. What would be an appropriate action to take for the technologist?
A. Assist the EIT in re-writing the report.
B. Complete the document on behalf of the EIT.
C. Explain to the EIT the importance of meeting deadlines.
D. Report the EIT to the supervisor and recommend training.
Question 4
What test should be used to determine the compressive strength of concrete?
A. Air test
B. Slump test
C. Sieve test
D. Cylinder test
Question 5
A civil engineering technologist needs to recommend a foundation design for a commercial building. The borehole logs identify unsuitable bearing soils beneath the proposed floor elevation to a depth of 4 m and shallow bedrock at 5 m. Which of the following types of design should the technologist recommend?
A. Slab on grade
B. End-bearing piles
C. Friction piles
D. Strip footing
Solutions:
| Question 1 Answer: A | Question 2 Answer: D | Question 3 Answer: A | Question 4 Answer: D | Question 5 Answer: B |
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