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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:
| Section | Weight | Objectives |
|---|---|---|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions:
1. A civil engineering technologist is working on a foundation design and needs to differentiate between different sections of a footing and the point where the vertical pressure is applied. In the diagram, what is represented by letters A, B, and C?
A) A = Vertical pressure, B = Pedestal, and C = Footing
B) A = Footing, B = Pedestal, and C = Vertical pressure
C) A = Pedestal, B = Footing, and C = Vertical pressure
D) A = Footing, B = Vertical pressure, and C = Pedestal
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. What information is provided by a 5-point Proctor density test on a soil sample?
A) Maximum density at its current moisture content
B) Maximum density at optimum moisture content
C) Maximum particle size within the soil sample
D) Maximum moisture content of the sample
4. An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?
A) Ask a mechanical contractor to remove the obstacle.
B) Contact the manufacturer for further information.
C) Consult another technologist for engineering calculations.
D) Contact a supplier for detailed design information.
5. For granular material, what is the typical optimum moisture content for dry densities ranging from 2100 kg/m³ to 2200 kg/m³?
A) 21-25%
B) 16-20%
C) 8-15%
D) 4-7%
Solutions:
| Question # 1 Answer: C | Question # 2 Answer: B | Question # 3 Answer: B | Question # 4 Answer: B | Question # 5 Answer: D |
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