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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

>> Civil-Engineering-Technology学習関連題 <<

Civil-Engineering-Technology試験の準備方法|100%合格率のCivil-Engineering-Technology学習関連題試験|検証するTechnical Examination - Civil Engineering Technology C.E.T対応問題集

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CTTAM Technical Examination - Civil Engineering Technology C.E.T 認定 Civil-Engineering-Technology 試験問題 (Q37-Q42):

質問 # 37
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?

正解:C

解説:
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.


質問 # 38
What substance is used to calibrate a concrete air pressure meter?

正解:A

解説:
A pressure air meter (used to measure air content of fresh concrete) must be calibrated by verifying thevolume of the measuring bowl and theaccuracy of the graduated neck/markings. This is done usingwaterbecause water volume can be measured accurately and used to check the meter's indicated graduations (air content scale) by filling the assembled unit to known levels. InExperiment Design for Civil Engineering, the calibration procedure directs filling the assembled air meterwith waterto the highest graduation mark and adding water in known increments to verify that the graduations are accurate throughout the range. The same source references using water to establish the mass/density) and to check calibration cups and neck readings.
Therefore, the substance used to calibrate the air pres*, makingOption Bcorrect.


質問 # 39
Who is responsible for establishing and maintaining a system that is compliant with the Occupational Health and Safety Act in a workplace?

正解:A

解説:
On multi-employer construction work sites, Occupational Health and Safety frameworks commonly assign a coordinating duty to aprime contractor(or equivalent controlling entity) to ensure site-wide compliance. This role exists because multiple employers and subcontractors may be present, and safety responsibilities must be coordinated through one accountable system. Alberta's OHS guidance, for example, states that the prime contractor mustestablish and maintain a system or process that ensures compliancewith the Occupational Health and Safety Act, Regulation, and Code at the work site, including coordinating the health and safety activities of all employers. This does not remove duties from subcontractors or workers, but it makes the prime contractor the party responsible for the overarching compliance system (e.g., site safety plan, coordination, hazard controls, cooperation processes). Therefore, the correct answer isPrime contractor.


質問 # 40
What is the bearing capacity of soil?

正解:B

解説:
In foundation engineering, "bearing capacity" refers to themaximum bearing pressurethat soil can support under a foundationwithout a shear failure mechanismdeveloping in the ground, and (in allowable/safe terms) without causingexcessive settlement. In practice, design is based onallowable bearing capacity
/allowable bearing pressure, which is the net pressure (beyond overburden) that will not cause shear failure or excessive settlements, after applying an appropriate factor of safety. This concept is tied to classic bearing- capacity theories (e.g., Terzaghi) that predict shear failure along defined surfaces beneath a footing.
Therefore, the best definition among the options is the one referencingmaximum pressure without shear failure, not a "concentrated load," compaction, or "crumbling."


質問 # 41
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?

正解:B

解説:
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.


質問 # 42
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