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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionObjectives
Topic 1: Transportation Engineering- Traffic and Pavement Considerations
- Roadway Design Basics
Topic 2: Professional Practice and Ethics- Legal and Regulatory Responsibilities
- Engineering Ethics
Topic 3: Surveying and CAD Applications- Land Surveying Principles
- Computer-Aided Design (CAD) Usage
Topic 4: Civil Engineering Materials and Construction- Construction Methods and Techniques
- Concrete, Steel, and Asphalt Properties
Topic 5: Hydraulics and Hydrology- Fluid Mechanics Fundamentals
- Drainage and Water Management Systems
Topic 6: Engineering Fundamentals- Mathematics and Applied Calculations
- Engineering Principles
Topic 7: Structural Engineering Basics- Design Principles and Load Considerations
- Structural Analysis Fundamentals
Topic 8: Geotechnical Engineering- Foundation Design Principles
- Soil Mechanics

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q65-Q70):

NEW QUESTION # 65
A civil engineering technologist is completing quality control for a municipal design. When checking design calculations, the technologist notices errors in the design and final design drawings made by a senior structural engineer. The technologist suspects that the errors may result in the failure of a suspended slab/roof car parking area. What should be the primary consideration in this situation?

Answer: C

Explanation:
Engineering ethics and professional duty prioritizepublic protectionover hierarchy, convenience, or reputational concerns. Civil engineering ethics guidance explicitly states that engineers shallhold paramount the safety, health, and welfare of the public, and that when professional judgment is overruled under circumstances endangering public welfare, the engineer is expected to notify the client or appropriate authority. This principle is repeated in civil engineering professional canons (e.g., ASCE Fundamental Canon
1) and is treated as the primary criterion even when it conflicts with other pressures. In this scenario, suspected structural failure risk for a public parking slab/roof is a direct life-safety concern; therefore the technologist's primary consideration must be ensuring the issue is elevated and addressed to prevent unsafe construction or operation. Other factors (seniority, conflict disclosure, competence) may be relevant in process, but none outweigh the overriding requirement to protect the public. Hence,Option Cis correct.


NEW QUESTION # 66
What is the main reason for taking handwritten notes while surveying?

Answer: C

Explanation:
Survey work depends on traceable, reproducible observations. Handwritten field notes (field book entries, sketches, stationing, and benchmark ties) function as theprimary recordof what was measured, under what conditions, and how control was established. Lindeburg describes that elevations of temporary benchmarks are generally found infield notesand local official filings, reflecting that field notes are treated as an enduring record used later for computations, verification, and re-establishment of control. This is why good surveying practice emphasizes complete notes, clear sketches, and unambiguous identification of points-so results can be checked, recalculated, and defended long after the crew leaves site. While survey data supports mapping and may indirectly support disputes, the fundamental purpose of handwritten notes is to create apermanent, auditable recordof survey results and control ties.


NEW QUESTION # 67
What is the purpose of a spiral curve in highway design?

Answer: A

Explanation:
Aspiral (transition) curveis used in horizontal alignment to provide a gradual change in curvature from a tangent (infinite radius) to a circular curve (constant radius). AASHTO explains that spiral transition curves simulate the natural turning path of a vehicle and allow lateral acceleration (and side friction demand) to increase/decrease gradually as drivers enter/exit the circular curve, improving comfort and reducing encroachment. AASHTO also notes that the transition curve length provides a suitable location to develop superelevation runoffsmoothly from normal crown to full superelevation. These functions are specifically about transitioning into (and out of) the circular curve, not slowing traffic or transitioning vertical alignment.
Therefore, the purpose of a spiral curve isto transition into a circular curvewhile providing a smooth geometric and superelevation transition for drivers.


NEW QUESTION # 68
Prior to entering an active construction site, what must all visitors do?

Answer: C

Explanation:
Active construction sites present immediate hazards (struck-by, slips/trips, falling objects, dust/noise, and equipment interaction). Safety standards require that anyone entering hazard areas wear therequired PPEfor that site (hard hat, safety footwear, high-visibility apparel, eye protection, etc.) as dictated by the site's hazard assessment and rules. EM 385-1-1 requires PPE use appropriate to exposures and includes provisions for visitors/inspectors/survey crews who may be exposed to construction hazards and traffic/equipment. While checking in or notifying supervision may be a site rule, the universally mandatory precondition for entry into active work zones is wearingappropriate PPE, because it is the primary control that reduces immediate injury risk upon entering the site environment. Therefore, the correct choice isA.


NEW QUESTION # 69
Based on the diagram below, what is the percentage slope between D1 and C2 if the grid is 10 m × 10 m?

Answer: A

Explanation:
Percent slope is computed as:
This is the standard civil engineering definition of grade/slope used in surveying, drainage, and roadway work. With a 10 m × 10 m grid, the plan distance between two grid points is determined from the grid spacing (10 m increments). Using the elevations/contours shown at pointsD1andC2, the elevation difference divided by the plan distance yields a slope that matches6.79%. This corresponds to a rise/fall of roughly0.679 m per
10 mof horizontal distance (or an equivalent ratio based on the exact D1-C2 spacing in the grid), which is consistent with the computed percent. Therefore, the correct selection is6.79% (Option C).


NEW QUESTION # 70
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