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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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CTTAM Technical Examination - Civil Engineering Technology C.E.T 認定 Civil-Engineering-Technology 試験問題 (Q93-Q98):

質問 # 93
Which of the following should be done as part of project status report preparation?

正解：B

解説：
A project status report is used to communicatecurrent progress, risks, and forecast impactsversus the plan.
Supply chain and procurement items that can affect the schedule-especiallycritical materials/equipment- must be actively validated because delivery changes can directly create or remove schedule risk. Guidance on project status reporting commonly includes trackingchanges in delivery datesand their impacts as part of progress and risk reporting, rather than assuming original purchase order dates will hold. Confirming supplier delivery dates for critical items is a proactive control: it updates schedule forecasts, informs mitigation actions (expedite, resequence, alternate sourcing), and supports accurate stakeholder communication. Contractor pricing confirmation and currency checks may be relevant in certain contexts but are not the primary routine action for a status report, and "maintain original delivery dates" is specifically poor practice when delivery risk exists. Therefore, the correct step is torequest suppliers confirm delivery dates for critical items.


質問 # 94
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

正解：D

解説：
Invert elevation is the elevation of theinside bottomof the pipe. With outside diameterm and wall thicknessm, the inside diameter ism. The vertical distance from invert (inside bottom) to theoutside top of pipeism, giving the outside top-of-pipe elevation:m. The section detail in the provided image shows the vertical cover from top of pipe to top of asphaltas approximately2.476 m(dimensioned in the road section). Adding this cover gives the road crown elevation:m, matching optionA. This uses standard civil geometry conversions between invert, pipe dimensions, and surface elevations used in utility/roadway inspection and verification.


質問 # 95
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 # 96
What type of concrete structural element is shown in the image below?

正解：B


質問 # 97
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 # 98
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