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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q51-Q56):

NEW QUESTION # 51
What test should be used to determine the compressive strength of concrete?

Answer: A

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 # 52
A civil engineering technologist is providing culvert location staking in the field for a project. What information is placed on the survey stakes?

Answer: B

Explanation:
Construction staking is intended to communicatelocationandgradeto the crew in a form they can build from.
For pipe and culvert work, the controlling grade is theinvert(flow line), because pipe installation, bedding, and hydraulic performance are governed by the invert elevations at key points (typically inlet/outlet ends and along stationing). Standard staking practice records theoffset distancefrom a control line/centerline and the vertical informationneeded to establish the required grade at the feature being built. Civil surveying references describe that stake markings commonly include distances from control (left/right offsets) and elevation/grade relationships to the feature staked. For culvert/pipeline staking specifically, invert elevations are a primary requirement so that the installed pipe meets design slope and elevation. Therefore, the appropriate stake information is theculvert invert elevationsalong with theoffset to the end of the culvert, enabling accurate placement without occupying the excavation line.


NEW QUESTION # 53
A civil engineering technologist is undertaking a final acceptance review of a subdivision. The technologist finds 35 m of deficient sidewalk and three hydrants which were not tested. As part of final acceptance, what should be done to ensure the hydrants get tested and the sidewalk is repaired?

Answer: A

Explanation:
Final acceptance requires that outstanding deficiencies be clearly identified and tracked to closure. Industry closeout practice uses adeficiency list (punch list/snag list)that itemizes nonconforming work and incomplete testing, and it is issued to the contractor so corrective actions can be completed before final acceptance is granted. A punch/deficiency list is specifically described as a document prepared near the end of a project that lists items that do not conform and must be rectified before completion certification. Best practice is to recordprecise locations(and identifiers like hydrant numbers), often with photos or plan references, to avoid ambiguity and ensure corrective work is verifiable. Verbal communication alone is not sufficiently traceable, and simply noting quantities without locations can lead to missed items and disputes.
Therefore, the correct action is todocument the locations and forward the deficiency list to the contractor so testing and repairs are completed and can be re-inspected for acceptance.


NEW QUESTION # 54
Which of the following are the most effective ways to communicate with ot contract?

Answer: A

Explanation:
Construction contract communication must bedocumented, clear, and traceableto support coordination, decisions, and potential claims management. Civil engineering project administration emphasizes collecting and maintaining accurate information and records to manage issues and provide defensible documentation.
Labi notes the importance of rigorous follow-up processes and maintaining accurate, up-to-date data for claims management and project feedback. Email and memos provide written records that can be filed and referenced, while meetings (with minutes) enable alignment amonlution of coordination items. Leaving messages with receptionists or contacting people at home is unreliable and not professionally appropriate.
Instant messages/video conferences can be useful, but unless they are formally recorded and controlled, they may not provide the same contractual traceability as emails/memos and structured meetings. Therefore, the most effective methods listed areemail, memos, and meetings.


NEW QUESTION # 55
A soil sample has a porosity of 40%, and the specific gravity of solids is 2.60. What would be the approximate value of dry density of the soil if the soil is completely saturated?

Answer: D

Explanation:
For soils, porosityand void ratioare related by. With,
Dry unit weight (often called dry density in kN/m³ terms) is:
whereis specific gravity of solids and. Substituting:
Note that "completely saturated" affects thebulk/saturated unit weight, but thedryunit weight depends only on the solids content (via) and void structure (via), not on how much water occupies the voids. These phase- relationship calculations are standard in soil mechanics.


NEW QUESTION # 56
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