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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q32-Q37):

NEW QUESTION # 32
What test should be used to determine the compressive strength of concrete?

Answer: C

Explanation:
Concrete compressive strength is determined by loading astandard molded specimento failure in a compression testing machine and calculating strength from the peak load divided by the specimen's cross- sectional area. The common acceptance specimen for cast-in-place concrete is acylinder, produced and cured using standardized procedures to ensure that test results reliably represent the delivered concrete. Civil engineering materials references describe compressive strength testing as the principal measure used to verify compliance with specified strength (f'c), and that cylinder specimens are tested in compression to determine the maximum stress sustained.
A slump test measures workability/consistency, an air test measures entrained air content, and sieve testing measures aggregate gradation-none of these directly measure compressive strength. Therefore, the required test for compressive strength is thecylinder test (Option B).


NEW QUESTION # 33
Which of the following tests would most likely be used to determine if engineered fill was placed to meet contract specifications?

Answer: C

Explanation:
Engineered fill specifications are typically written in terms ofminimum relative compaction (RC)and an acceptable moisture range (often around optimum moisture content). Field verification therefore focuses on whether placed lift material achieves the specifiedin-place dry densityrelative to the laboratory maximum dry density (from Proctor testing). The compaction test (field density test) directly measures whether the fill meets the specified RC requirement. Civil engineering references describe that grading specifications set a minimum acceptable density (relative compaction) and acceptable water content range, and that the Proctor test establishes the laboratory maximum dry density and optimum moisture content used as the basis for compaction acceptance. Moisture checks alone do not confirm achieved density; sieve analysis is gradation, and triaxial testing is shear strength characterization rather than placement acceptance. Therefore, the most appropriate test to confirm engineered fill meets contract compaction requirements is acompaction test.


NEW QUESTION # 34
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 # 35
Who is responsible for establishing and maintaining a system that is compliant with the Occupational Health and Safety Act in a workplace?

Answer: C

Explanation:
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.


NEW QUESTION # 36
What should a contract administrator do when the contractor is falling behind schedule?

Answer: A

Explanation:
When schedule performance deteriorates, the contract administrator's most effective and defensible actions are (1) to maintainaccurate contemporaneous recordsof progress, site conditions, and events affecting productivity, and (2) to actively manage communication throughregular progress meetingsfocused on recovery plans, constraints, and corrective actions. Good practice in civil engineering project administration emphasizes rigorous follow-up and maintaining accurate, up-to-date information for project control and claims management. Simply preparing for liquidated damages without engaging in management (C) is reactive, and replacing the contractor (A) is generally not an immediate contractual option. Issuing a change order to "hurry up" (B) is not a standard mechanism and may create cost/time disputes. Option D combines the two core controls-documentation and structured coordination-needed to evaluate entitlement, support mitigation, and keep stakeholders aligned while protecting the owner's position under the contract.


NEW QUESTION # 37
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