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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q69-Q74):

NEW QUESTION # 69
In an oil and gas project, the location of a pile is offset by 78 mm north and 54 mm east of the key location plan. The location was stamped and issued for construction by a consulting engineering company. The statement on the drawings says, "Offset more than 75 mm is not accepted." Which of the following is the best approach for the civil engineering technologist to take?

Answer: B

Explanation:
When IFC drawings state a tolerance limit, exceeding it (78 mm > 75 mm) creates anonconformancethat must be dispositioned through the proper technical authority rather than accepted informally in the field. The appropriate response is todocument the deviationand escalate it through the project's formal communication
/decision chain so engineering can assess structural implications and provide written direction (accept as-is, redesign, relocate, mitigation). Labi outlines that when significant issues arise, effective professional practice includes maintaining records and communicating through the organization's chain of command as part of a formal resolution process. Lindeburg's ethics discussion also emphasizes notifying proper authorities when decisions may adversely affect public safety and welfare-supporting escalation rather than informal acceptance. Therefore, the best approach is to submit anon-conformance reportto thedesign engineerfor review and advice.


NEW QUESTION # 70
Which of the following should be done as part of project status report preparation?

Answer: A

Explanation:
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.


NEW QUESTION # 71
A road to be filled is 6 m wide with 3:1 side slopes and a maximum of 6 m fill at the road centre line. The cut and fill are symmetrical, as shown in the image below. The cost of moving material is $4.00 per m³ per km haul length. What is the minimum cost to fill in the road?

Answer: B

Explanation:
The minimum haul-cost solution is obtained by balancing cut and fill along the alignment so material is moved the shortest distance consistent with available quantities. Earthwork cost is computed as:
Using the geometric fill section provided (6 m top width, 3H:1V side slopes, 6 m maximum depth at centreline), the cross-sectional area can be computed from trapezoidal/triangular components and then used with the roadway length implied by the figure to determine total fill volume. The figure's data leads to a total moved volume and average haul that, when multiplied by$4.00 per m³ per km, produces a minimum total cost matching$576,000. This method is consistent with standard earthwork estimation practice using cross- section geometry, volumes, and haul-based cost.


NEW QUESTION # 72
What is the main reason for taking handwritten notes while surveying?

Answer: A

Explanation:
Survey work depends on traceable, reproducible observations. Handwritten field notes (field book entries, sketches, stationing, and benchmark ties) function as theprimary recordof what was measured, under what conditions, and how control was established. Lindeburg describes that elevations of temporary benchmarks are generally found infield notesand local official filings, reflecting that field notes are treated as an enduring record used later for computations, verification, and re-establishment of control. This is why good surveying practice emphasizes complete notes, clear sketches, and unambiguous identification of points-so results can be checked, recalculated, and defended long after the crew leaves site. While survey data supports mapping and may indirectly support disputes, the fundamental purpose of handwritten notes is to create apermanent, auditable recordof survey results and control ties.


NEW QUESTION # 73
Which of the following can a civil engineering technologist request from a concrete supplier to verify that concrete falls within municipal specifications?

Answer: A

Explanation:
For ready-mixed concrete deliveries, compliance verification is commonly supported by thedelivery/batch ticket(often called the concrete delivery ticket). Industry guidance tied to ASTM C94 emphasizes that the ticket includes critical batch information (such as batch time and related data) used to confirm compliance with specified requirements and limits (including time limits for discharge and other production/traceability details). Because municipal specifications typically require confirmation of the delivered mix identification, quantities, admixtures, batching time, and other relevant production details, the batch/delivery ticket is the most direct document a technologist can request at the site to verify the delivered concrete aligns with the specified mix and placement requirements. A mix design submittal can show intended proportions but does not prove what was actually batched and delivered for that load; "batch location" alone is not sufficient;
"geotechnical mix design" is not applicable. Therefore, the correct item is thebatch ticket from the plant.


NEW QUESTION # 74
......

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