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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q92-Q97):

NEW QUESTION # 92
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 # 93
What substance is used to calibrate a concrete air pressure meter?

Answer: A

Explanation:
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.


NEW QUESTION # 94
A concrete mix is onsite and at its specified slump of 80 mm. The pour requires a slump of 200 mm. The concrete onsite meets all other requirements. What action should be taken?

Answer: D

Explanation:
Increasing slump from80 mm to 200 mmis a large jump in workability. Adding water would increase slump but typically raises the water-cement ratio, which can reduce strength and durability and increase cracking risk unless it remains within permitted limits and is authorized. Industry guidance on jobsite water addition recommends consideringwater-reducing admixtures / superplasticizersas the preferred alternative for increasing slump while maintaining concrete performance, provided segregation is avoided and proper mixing is performed.
Ahigh-range water reducer (HRWR), also called asuperplasticizer, is specifically intended to produce a major increase in slump/flow at essentially the same water content, achieving very high workability concrete for placement. Low-range water reducers typically do not provide such a large slump increase. Therefore, the correct action is toadd a high-range water reducerto achieve the required 200 mm slump without compromising the designed water-cement ratio and associated properties.


NEW QUESTION # 95
A civil engineering technologist is performing a concrete test on a site. What minimum number of cylinders should the technologist make?

Answer: D

Explanation:
Concrete compressive strength is verified using standardized specimens that represent the delivered concrete.
A typical field/lab testing program preparesa set of cylindersso strength can be checked at standard ages and so at least one specimen remains available if a test is invalid or confirmation is required. InExperiment Design for Civil Engineering, the compressive strength procedure explicitly states thatsets of four cylindersshould be prepared and thenone cylinder from each setis tested at7, 14, 21, and 28 days. This "four-cylinder set" directly supports the minimum needed to obtain a time-history of strength development through the common curing ages used in practice and referenced by ASTM C39 age tolerances. While many projects may require additional cylinders (for 7-day early breaks, hold cylinders, or additional acceptance tests), the question asks theminimumnumber, and the documented testing set described isfour.


NEW QUESTION # 96
A continuous bridge spans over multiple piers. If one of the piers collapsain standing because the adjacent piers will pick up the load. What type of redundancy does the bridge have?

Answer: C

Explanation:
The scenario describes the bridge continuing to stand after a support failure because loads can be redistributed through alternate routesto the remaining supports. That is the essence ofalternate load paths
, i.e.,load path redundancy. Petroski explains bridge failures where collapse occurred because there wasno alternate load pathcapable of supporting rerouted loads after a component became loose, highlighting that survival depends on alternate load paths. He also notes designers try to buildalternate load pathsso stresses can reroute when one load path becomes unavailable. Labi similarly describes redundancy as having another member/component "there to play its role" in the event of failure, enab when a component is out of service.
Because the bridge remains standing due to load redistribution to adjacent supports, the redundancy type is best identified dancy.


NEW QUESTION # 97
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