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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q111-Q116):

NEW QUESTION # 111
Which document must be submitted with a tender, if the project requires bonding?

Answer: C

Explanation:
When tender documents require bonding (e.g., bid bond with subsequent performance and labour/material payment bonds), owners often require evidence at tender time that the bidder's surety will provide the required bonds if the bidder is awarded the contract. AConsent of Surety(also referred to as an "agreement to bond" in many procurement contexts) is a document issued by the surety confirming its commitment to issue the required bonds for the project upon award, subject to stated conditions. This is used specifically during the tendering process to demonstrate bonding capacity/availability tied to that bid. The other documents listed (COR, insurance certificate, building permit) may be required at various stages, but they do not serve as the tender-stage confirmation of surety support for bonding. Therefore, the required tender submission when bonding is required isConsent of Surety.


NEW QUESTION # 112
What test should be used to determine the compressive strength of concrete?

Answer: D

Explanation:
Compressive strength is a hardened-concrete property verified by testing a standardized specimen under axial compression until failure. The standard field practice is to castconcrete cylindersfrom a representative sample, cure them under specified conditions, and test them in a compression machine at required ages (commonly 7 and 28 days) to confirm the concrete meets the specified strength. Civil engineering references describe that the compressive strength is computed from the maximum load at failure and the cylinder's cross- sectional area, and that cylinder testing is the accepted quality-control/acceptance method for structural concrete.
Slump testing only indicates fresh concrete consistency, air testing addresses durability-related air entrainment, and sieve testing applies to aggregates rather than hardened concrete strength. Thus, the correct test to determine compressive strength is thecylinder test (Option B).


NEW QUESTION # 113
Which factor aggravates a freeze-thaw cycle and contributes to asphalt pavement deterioration?

Answer: C

Explanation:
Freeze-thaw pavement damage is driven bywater presencein cracks/voids and repeated freezing and thawing. When water enters pavement cracks and freezes, it expands and worsens cracking; repeated cycles promote disintegration and pothole formation. Poor drainage increases theavailability and residence time of waterin the pavement structure, so more water can infiltrate cracks and remain trapped in layers, intensifying freeze-thaw action and accelerating deterioration. This mechanism is consistent with documented observations that water entering cracks, freezing, and thawing expands cracks and breaks bonding, leading to potholes and rapid local deterioration under traffic. Therefore, among the given choices, the factor that most directly aggravates freeze-thaw cycles and contributes to asphalt deterioration ispoor drainage.


NEW QUESTION # 114
Which of the following isnota type of structural foundation system used to hold the weight of a building?

Answer: A

Explanation:
A "foundation system" is a permanent structural/geotechnical arrangement that transfers building loads to the supporting ground (e.g., shallow foundations like strip/spread footings or slabs-on-grade, and deep foundations like piles with grade beams). Options A, B, and D are all recognized foundation systems: pile
/grade beam systems are deep foundation solutions; wall and strip footings are shallow continuous foundations; and structural slabs-on-grade are shallow systems that distribute loads to prepared subgrade. By contrast,concrete formworkis atemporary construction means-the molds, supports, and bracing used to shape and support fresh concrete until it gains strength. Formwork is not part of the final load path once removed, and it does not function as a load-transfer system into soil/rock. Therefore, among the choices, the item that is not a foundation system isconcrete formwork.


NEW QUESTION # 115
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?

Answer: D

Explanation:
In shallow foundation terminology, thefootingis the widened base element that transfers loads to soil over a larger area to reduce bearing pressure, while apedestalis the short vertical element (often concrete) that supports a column or provides an interface between the column/base plate and the footing. Vertical load from the superstructure is shown as adownward forceapplied at the top of the pedestal/column location, representing thevertical pressure/loadtransmitted into the foundation system. In the diagram, letterBpoints to the large horizontal base element (the footing), letterApoints to the smaller vertical block above it (the pedestal), and letterCmarks the downward applied load. This matches standard foundation component identification used in structural and geotechnical detailing: pedestal above, footing below, and vertical load applied at the top of the pedestal/column line of action.


NEW QUESTION # 116
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