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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q25-Q30):

NEW QUESTION # 25
For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?

A. Transportation network analysis
B. Neighbourhood Structure Plan
C. Historical resources overview
D. Area Structure Plan

Answer: B

NEW QUESTION # 26
Which of the following isnota type of structural foundation system used to hold the weight of a building?

A. Concrete formwork
B. Grade beam and piles
C. Wall and strip footings
D. Structural slab-on-grade

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 # 27
What does a system curve illustrate?

A. The total fl as related to time
B. The total head loss in a system of pipes as related to total flow
C. The minimum radius at which a car can safely travel at 50 km/h
D. The total length of the water mains as related to the water main diameter

Answer: B

Explanation:
Comprehensive and Detailed 150 to 200 words of Engineering documents and resources:
In pumped/pressurized pipe systems, thesystem curverepresents the hydraulic requirement of the piping network: the relationship betweenflow rate (Q)and thehead requiredto overcome elevation differences and losses. As flow increases, friction and minor losses rise (often approximately with Q² in turbulent flow regimes), so the system's required head increases with Q. This curve is used with a pump curve to find the operating point where pump head equals system head at a given flow. Standard civil engineering hydraulics references define head loss as a function of flow through friction and fittings, and system behavior is expressed by total head (static + losses) versus flow, which is exactly what the system curve shows.
Therefore, the system curve illustratestotal head loss (and required head) in the pipe system as a function of total flow, matching optionC.

NEW QUESTION # 28
A civil engineering technologist is installing offset stakes for centreline at 25-metre stations. What information is typically found on the stakes?

A. Top of cut and offset to ditch
B. Depth of ditch and offset to top of cut
C. Centreline elevation and offset distance
D. Sub-grade elevation and depth of the ditch

Answer: C

Explanation:
Offset stakes are used to carry alignment control when the true centreline point is impractical to occupy (e.g., within excavation, traffic, or unstable ground). Standard field staking practice marks the station and identifies theoffset distanceto the actual centreline so crews can pull the correct perpendicular distance back to the design line. Because construction also needs grade control, the stake commonly includes thecentreline elevation (or cut/fill to grade)at that station to guide grading or excavation. Surveying and construction layout practice emphasize that stakes should communicate the essential geometry:wherethe design line is (by station and offset) andwhat elevation/gradeapplies at that location. Options involving ditch depth or top-of- cut are specific to slope/ditch staking rather than centreline offset stakes. Therefore, the typical information on centreline offset stakes iscentreline elevation and offset distance.

NEW QUESTION # 29
The critical path refers to which of the following series of tasks in a schedule?

A. Those that dictate the start date of a project
B. Those that dictate the final cost of a project
C. eect
D. Those that dictate the final cut and fills in a project

Answer: C

Explanation:
The critical path is thelongest-duration paththrough a project network schedule and represents the sequence of activities withzero (or minimal) float. Because activities on this path have no schedule slack, any delay to a critical-path activity delays theproject completionunless mitigated (e.g., crashing, fast-tracking, resequencing). Standard project scheduling references define the critical path as the chain of tasks that determines theearliest possible finishdate; controlling and monitoring these tasks is essential for schedule management and forecasting. This is why contract administrators and project teams track critical activities and escalate risks affecting them-delivery delays, access constraints, approvals, and rework-because they directly move the completion milestone. Therefore, the critical path refers to tasks thatdictate the finish date of the project, which is optionA.

NEW QUESTION # 30
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