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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q111-Q116):
NEW QUESTION # 111
A civil engineering technologist asked an engineer in training (EIT) to write a deficiency report. After a few revisions, the report is still disorganized and has errors. What would be an appropriate action to take for the technologist?
- A. Complete the document on behalf of the EIT.
- B. Assist the EIT in re-writing the report.
- C. Explain to the EIT the importance of meeting deadlines.
- D. Report the EIT to the supervisor and recommend training.
Answer: B
Explanation:
Deficiency reports are project records that must be clear, accurate, and professionally defensible because they can affect acceptance, payment, corrective work, and potential disputes. When an EIT's report remains disorganized after multiple revisions, the appropriate next step is active coaching to bring the document to an acceptable standard while building the EIT's competence. Civil engineering practice emphasizes truthful, objective professional reporting founded on adequate knowledge and careful documentation. In construction- phase administration, effective project performance depends on frequent communication and monitoring, and the quality of project documentation directly supports decisions and follow-up actions. Assisting the EIT in rewriting preserves accountability (the EIT learns and improves), strengthens the quality of the final record, and supports timely resolution of deficiencies without escalating prematurely. Simply finishing the document on their behalf removes the learning opportunity and can mask competency gaps; reporting them immediately to a supervisor is disproportionate when a direct corrective mentorship step is available. Therefore, the technologist shouldassist the EIT in re-writing the report.
NEW QUESTION # 112
What personal protective equipment is most important when surveying near active traffic?
- A. Leather gloves
- B. High-visibility vest
- C. Hearing protection
- D. Safety glasses
Answer: B
Explanation:
Surveying near live traffic exposes workers to struck-by hazards from vehicles and mobile equipment. Safety requirements for such environments prioritize making personnel conspicuous to drivers and equipment operators. The USACE Safety and Health Requirements Manual (EM 385-1-1) explicitly requireshigh- visibility apparel(minimum ANSI/ISEA Class 2) for workers such assurvey crews and inspectorswhen exposed to vehicular or equipment traffic, limited visibility, reduced visibility conditions, or when working close to traffic without protective barriers. This directly matches the scenario (surveying near active traffic) and identifies high-visibility apparel as the key PPE to reduce struck-by risk by improving detection and recognition of workers. While eye, hand, and hearing protection may be needed depending on hazards, the most critical single PPE item for traffic-adjacent surveying is thehigh-visibility vest/apparelrequired for worker visibility and traffic safety controls.
NEW QUESTION # 113
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?
- A. In the middle of the load
- B. After the load
- C. At the end of the load
- D. At the start of the load
Answer: A
Explanation:
Concrete cylinder samples must represent thedelivered batch, so sampling must avoid the non-representative portions at the beginning and end of discharge where segregation and water/aggregate distribution can differ.
ASTM C172/C172M sampling practice requires collecting acomposite samplefrom themiddle portionof the load: specifically, not before about10%and not after about90%of the batch has been discharged, using two or more portions taken at regularly spaced intervals. A paper hosted by ASTM discussing sampling from truck mixers references ASTM C172/C172M and its requirement for collecting multiple portions from the discharged batch. Training/field guidance consistent with ASTM C172 also states sampling should occur after
~10% and before ~90% of discharge (i.e., the middle of the load). Therefore, the correct answer isin the middle of the load (Option C).
NEW QUESTION # 114
The critical path refers to which of the following series of tasks in a schedule?
- A. eect
- B. Those that dictate the final cost of a project
- C. Those that dictate the start date of a project
- D. Those that dictate the final cut and fills in a project
Answer: A
Explanation:
The critical path is thelongest-duration paththrough a project network schedule and represents the sequence of activities withzero (or minimal) float. Because activities on this path have no schedule slack, any delay to a critical-path activity delays theproject completionunless mitigated (e.g., crashing, fast-tracking, resequencing). Standard project scheduling references define the critical path as the chain of tasks that determines theearliest possible finishdate; controlling and monitoring these tasks is essential for schedule management and forecasting. This is why contract administrators and project teams track critical activities and escalate risks affecting them-delivery delays, access constraints, approvals, and rework-because they directly move the completion milestone. Therefore, the critical path refers to tasks thatdictate the finish date of the project, which is optionA.
NEW QUESTION # 115
What should a contract administrator do when the contractor is falling behind schedule?
- A. Keep accurate daily records of activities, progress, and site conditions, and hold regular meetings with the contractor.
- B. Write a contemplated change order to hurry the contractor up.
- C. Maintain daily records in preparation for seeking liquidated damages from the contractor.
- D. Find a new contractor who can meet the original completion date.
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 # 116
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