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Quiz Civil-Engineering-Technology - Technical Examination - Civil Engineering Technology C.E.T–Professional Unlimited Exam Practice
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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q68-Q73):
NEW QUESTION # 68
A civil engineering technologist who works for a structural consulting firm discovered a conflict between the design and existing site conditions during the construction stage of the project. What type of site instruction should the technologist provide to the contractor to resolve the conflict?
- A. Electrical
- B. Architectural
- C. Structural
- D. Mechanical
Answer: C
Explanation:
A site instruction must be issued by the discipline responsible for the design scope affected by the conflict.
Here, the technologist works for astructural consulting firm, and the issue is a conflict between the structural designand existing site conditions discovered during construction. Structural conflicts may involve member sizes/locations, bearing details, reinforcement, connections, or foundation interfaces; correcting these requires structural review and direction to maintain code compliance and safety. Construction-phase administration practice is that deviations or conflicts identified on site are documented and routed to the responsible professional for resolution and issuance of direction consistent with the design intent. Because the conflict is within structural scope and must be resolved by structural engineering authority, the appropriate site instruction type isStructural.
NEW QUESTION # 69
A contractor fails to make the necessary repairs on the deficiency list within the specified timeline and refuses to return to the site. How should the owner proceed in this situation?
- A. Have a civil engineering technologist confirm that the deficiencies were correctly documented.
- B. Engage the contractor's performance bond to resolve the issue.
- C. Correct the deficiencies at the owner's cost.
- D. Ask another contractor to come to the site to complete the work.
Answer: B
Explanation:
A performance bond is a form ofperformance securityintended to protect the owner (obligee) if the contractor defaults on contractual obligations-such as refusing to return to correct deficiencies. Guidance on construction bonds explains that performance bonds provide the employer/owner a remedy when a contractor fails to fulfill obligations, allowing the owner to access bond proceeds or require the surety's involvement to address non-performance (often to fund completion/correction or compel action, subject to bond terms and notice requirements). Practical bond guidance also notes that the presence (or threat) of a bond call can be used to persuade a contractor to return to site to correct defects, and that bonds are specifically used to address contractor default. Therefore, when a contractor refuses to return and deficiencies remain unresolved within the required timeline, the appropriate owner action-following the bond's procedural requirements-is to engage the contractor's performance bond.
NEW QUESTION # 70
A continuous beam is supported in the middle and at both ends. It has a uniform load applied to the top. What will be the reactive forces at the supports?
- A. They will be greater at the ends than in the middle.
- B. They will be greater in the middle than at the ends.
- C. They will be equal at all supports.
- D. They will vary depending on whether the supports are fixed or not.
Answer: B
Explanation:
A beam supported at both ends and at an intermediate support is acontinuous (statically indeterminate) beam. Under uniform loading, continuity over the interior support createsnegative bending moment (hogging)at the middle support and redistributes shear and reactions compared with a simply supported span.
Standard structural analysis references note that continuous beams are statically indeterminate and are analyzed using methods such as thethree-moment equationto determine reactions and internal moments. For symmetric geometry and uniform load, the interior support typically attracts a larger share of the reaction because continuity restrains rotation and increases load transfer to the middle support. The end supports still carry reaction, but the redistribution generally results in themiddle reaction being greater than either end reactionfor the common case oh an intermediate support under uniform load. Thus, the correct statement is that the reactions aregreater in the middle than at the ends.
NEW QUESTION # 71
Which of the following items appears on a record drawing?
- A. Safety meeting minutes
- B. Quantities for tender
- C. Initial project estimates
- D. Changes from the original construction documents
Answer: D
Explanation:
Record drawings (often associated with "as-built" documentation) are the finalized drawing set that reflects theconstructed conditionof the project. Their core purpose is to capture and preservefield changesand deviations from the original issued construction documents so that the owner and future stakeholders have an accurate technical record for operations, maintenance, and future modifications. During construction, changes can occur due to site conflicts, approved substitutions, design clarifications, and coordination between trades.
Those modifications must be consolidated so the final drawings match what was actually installed. In contrast, initial estimates and tender quantities belong to procurement and cost management documentation, while safety meeting minutes belong to safety administration records. A record drawing therefore focuses on revisions to the original design-locations, sizes, elevations, and details that differ from the original plan set-so that the final documents represent the "as-constructed" asset. This is why "changes from the original construction documents" is the defining item that appears on record drawings.
NEW QUESTION # 72
What should a contract administrator do when the contractor is falling behind schedule?
- A. Find a new contractor who can meet the original completion date.
- B. Maintain daily records in preparation for seeking liquidated damages from the contractor.
- C. Write a contemplated change order to hurry the contractor up.
- D. Keep accurate daily records of activities, progress, and site conditions, and hold regular meetings with the contractor.
Answer: D
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 # 73
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