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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:
| Section | Objectives |
|---|---|
| Hydraulics and Hydrology | - Fluid Mechanics Fundamentals - Drainage and Water Management Systems |
| Transportation Engineering | - Roadway Design Basics - Traffic and Pavement Considerations |
| Structural Engineering Basics | - Design Principles and Load Considerations - Structural Analysis Fundamentals |
| Professional Practice and Ethics | - Engineering Ethics - Legal and Regulatory Responsibilities |
| Surveying and CAD Applications | - Land Surveying Principles - Computer-Aided Design (CAD) Usage |
| Civil Engineering Materials and Construction | - Construction Methods and Techniques - Concrete, Steel, and Asphalt Properties |
| Geotechnical Engineering | - Soil Mechanics - Foundation Design Principles |
| Engineering Fundamentals | - Mathematics and Applied Calculations - Engineering Principles |
CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions:
1. What test should be used to determine the compressive strength of concrete?
A) Cylinder test
B) Air test
C) Slump test
D) Sieve test
2. A continuous bridge spans over multiple piers. If one of the piers collapsain standing because the adjacent piers will pick up the load. What type of redundancy does the bridge have?
A) Multi-span
B) Internal
C) Structural
D) Load path
3. The graph below is used for tracking progress and costs of a project for a client. What can be concluded about the project at week 10?
A) The project is on budget
B) The project is ahead of schedule
C) The project is under budget
D) The project is behind schedule
4. What should a contract administrator do when the contractor is falling behind schedule?
A) Write a contemplated change order to hurry the contractor up.
B) Find a new contractor who can meet the original completion date.
C) Maintain daily records in preparation for seeking liquidated damages from the contractor.
D) Keep accurate daily records of activities, progress, and site conditions, and hold regular meetings with the contractor.
5. For granular material, what is the typical optimum moisture content for dry densities ranging from 2100 kg/m³ to 2200 kg/m³?
A) 8-15%
B) 4-7%
C) 16-20%
D) 21-25%
Solutions:
| Question # 1 Answer: A | Question # 2 Answer: D | Question # 3 Answer: D | Question # 4 Answer: D | Question # 5 Answer: B |
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