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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:
| Section | Weight | Objectives |
| Topic 1: Materials Testing | 20% | - Soil mechanics and testing
- 1. Compaction and bearing capacity tests
- 2. Soil classification and properties
- Concrete and asphalt testing
- 1. Mix design and quality control
- 2. Field and laboratory testing procedures
|
| Topic 2: Transportation Engineering | 20% | - Highway and road design
- 1. Pavement design and materials
- 2. Geometric design principles
- Traffic engineering
- 1. Signal design and traffic control
- 2. Traffic flow and capacity analysis
|
| Topic 3: Surveying | 20% | - Measurement and calculation techniques
- 1. Computation and adjustment of survey data
- 2. Field measurement procedures
- Surveying equipment and methods
- 1. GPS and modern surveying technologies
- 2. Total station and leveling instrument operation
|
| Topic 4: Structural Design Fundamentals | 20% | - Design of structural elements
- 1. Reinforced concrete design
- 2. Steel and timber design basics
- Structural analysis
- 1. Load determination and load paths
- 2. Analysis of beams, columns, and frames
|
| Topic 5: Municipal Engineering | 20% | - Wastewater and stormwater management
- 1. Drainage and flood control
- 2. Sanitary and storm sewer design
- Water supply and distribution
- 1. Water quality and treatment basics
- 2. Water system design and hydraulics
|
CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions:
1. The k-value in a vertical curve design defines the horizontal distance required to make a 1% change in the gradient. Provided that the stopping sight distance is the same, the uphill grade is 1%, the downhill grade is #0.
5%, and the design speed is 90 km/h, what is the length of the vertical curve?
A) 90 m
B) 60 m
C) 83 m
D) 110 m
2. A concrete mix is onsite and at its specified slump of 80 mm. The pour requires a slump of 200 mm. The concrete onsite meets all other requirements. What action should be taken?
A) Order a different concrete mix
B) Add water to the concrete onsite
C) Add low-range water reducer to the concrete onsite
D) Add high-range water reducer to the concrete onsite
3. A developer is planning to build an office building on a 4-acre parcel of land. Which of the following documents will tell the developer how much fill to bring to the site to make it level?
A) Foundation plan
B) Topographic survey plan
C) Real property report
D) Architectural plan
4. Which are five different types of driver maneuvers a technologist must consider when designing an at-grade intersection?
A) Diverging, Merging, Weaving, Crossing, Turning
B) Stopping, Turning, Weaving, Converging, Swerving
C) Turning, Merging, Weaving, Crossing, Stopping
D) Swerving, Merging, Diverging, Crossing, Converging
5. The invert elevation of a sanitary sewer line is 98.150 m, the pipe thickness is 12 mm and its outside diameter is 600 mm. Using the image below, what is the crown elevatf m

A) 101.250 m
B) 101.488 m
C) 101.500 m
D) 101,238 m
Solutions:
Question # 1 Answer: B | Question # 2 Answer: D | Question # 3 Answer: B | Question # 4 Answer: A | Question # 5 Answer: D |