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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionObjectives
Geotechnical Engineering- Foundation Design Principles
- Soil Mechanics
Hydraulics and Hydrology- Fluid Mechanics Fundamentals
- Drainage and Water Management Systems
Civil Engineering Materials and Construction- Construction Methods and Techniques
- Concrete, Steel, and Asphalt Properties
Professional Practice and Ethics- Engineering Ethics
- Legal and Regulatory Responsibilities
Transportation Engineering- Traffic and Pavement Considerations
- Roadway Design Basics
Surveying and CAD Applications- Land Surveying Principles
- Computer-Aided Design (CAD) Usage
Engineering Fundamentals- Engineering Principles
- Mathematics and Applied Calculations
Structural Engineering Basics- Structural Analysis Fundamentals
- Design Principles and Load Considerations

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q20-Q25):

NEW QUESTION # 20
A civil engineering technologist is to inspect control joint saw-cuts on a newly poured concrete slab. What saw cut depth would be typically specified?

Answer: B

Explanation:
Control joints (contraction joints) are intended to create aplane of weaknessso shrinkage cracking forms at the joint rather than randomly. For saw-cut control joints, typical practice is to cut deep enough to be effective but not so deep that it compromises slab capacity or cuts reinforcement. Civil engineering materials references describe contraction/control joints as used to control cracking and indicate that the joint must form an intentional weakened section. A common "rule of thumb" for saw-cut depth is approximatelyone-quarter of the slab thicknessfor conventional slabs-on-grade (deeper cuts may be specified for thicker slabs or special conditions, but 1/4 is the typical baseline). This depth is generally sufficient to initiate cracking at the joint line while preserving structural integrity of the slab. Therefore, the typical specified saw cut depth is1/4 of the total slab depth.


NEW QUESTION # 21
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?

Answer: C


NEW QUESTION # 22
What would be the best step for an engineering team to propose to a client when reviewing a concept before a project is initiated?

Answer: A

Explanation:
Before a project is initiated, the essential decision is whether the concept isviable-technically, economically, and in terms of risks, constraints, and stakeholder needs. Afeasibility studyis the recognized pre-initiation step that evaluates alternatives at a high level, confirms the problem/need, examines constraints, and establishes whether moving into design is justified. In civil engineering systems development, feasibility is treated as an early stage that precedes planning and detailed design, with early cost and uncertainty considerations explicitly tied to the feasibility stage. Life cycle cost analysis is valuable, but it is typically one component used within feasibility/planning decisions rather than the primary "best step" to propose before initiation. Preliminary and detailed design occur after feasibility confirms the concept should proceed.
Therefore, the best step to propose at concept review before initiation is afeasibility study.


NEW QUESTION # 23
What is the primary force that a bridge in the diagram needs to resist?

Answer: D

Explanation:
The diagram depicts anarch-type bridge, where the load path is carried along the curved arch shape to the supports/abutments. In arch action, loads are transferred primarily ascompressive forcesthrough the arch ring
/rib; the structure pushes inward on itself while generating horizontal thrust at the abutments. Authoritative references describe that an arch bridge carries loads primarily bycompression, and the foundations/abutments must resist both vertical and horizontal components generated by that compressive thrust. Because the primary internal action in the arch member is compression (rather than tension in a cable, or bending- dominated action in a simple beam), the governing force type for the bridge form shown iscompression.


NEW QUESTION # 24
Which of the following should be performed to determine the cumulative effect of a land development project on land, air, and water?

Answer: D

Explanation:
"Cumulative effects" refers to the combined impacts of a project together with other past, present, and reasonably foreseeable actions on environmental components (land, air, water, ecosystems, and community receptors). Determining cumulative effects is a core function ofenvironmental assessment (EA/EIA), where project impacts are evaluated not in isolation but in combination with other stressors and developments.
Regulatory EA guidance and practice routinely include acumulative effects assessmentchapter/section in the environmental statement, explicitly addressing how multiple activities interact across time and space.
Preliminary surveys and aerial surveys are data-collection tools that may support EA, and urban services design is an engineering design activity, but neither is the formal process for assessing cumulative land/air
/water impacts. Therefore, the correct selection isEnvironmental assessment.


NEW QUESTION # 25
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