Civil-Engineering-Technology Relevant Answers & Civil-Engineering-Technology Exam Topics

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

NEW QUESTION # 92
Which of the following are the most effective ways to communicate with ot contract?

Answer: C

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 # 93
A contractor is checking final grade elevation in advance of paving operations. What elevation needs to be confirmed before any asphalt is placed?

Answer: D

Explanation:
Before asphalt paving, the immediate supporting layer must be at the correct line and grade because asphalt thickness is builton top of the prepared base. Thetop of baseelevation controls final pavement structure thickness and the finished riding surface elevation when combined with asphalt lift thicknesses. If base grade is too high or low, the asphalt thickness will vary outside tolerance, which can affect performance (rutting, cracking), drainage crossfall, and tie-ins at structures and curbs. Standard field inspection practice therefore verifies base course elevations (and crossfall) immediately before paving so corrections (regrading
/recompaction) can be made while accessible. This fits typical roadway QA/QC sequencing: shape and compact subgrade/base to the specified elevations, confirm, then place asphalt lifts to achieve final grade.
Hence, the elevation that must be confirmed prior to placing asphalt istop of base.


NEW QUESTION # 94
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?

Answer: B


NEW QUESTION # 95
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?

Answer: A

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 # 96
A civil engineering technologist is designing a sanitary collection system that is being constructed below the groundwater table. The owner requested that the system be pressure tested in order to minimize the infiltration into the collection system. Which of the following would be a major design consideration for the collection system?

Answer: C

Explanation:
When sanitary infrastructure is installedbelow the groundwater table, a primary risk isinfiltration- groundwater entering the system through joints, defects, and especiallyappurtenances. Even if pipe joints are specified as watertight and pipes can pass leakage testing, manholes are frequent infiltration pathways due to multiple penetrations (service connections), interfaces (frame-to-cone), and exposure to groundwater head.
Civil engineering references identify infiltration/inflow sources that include "holes in manhole covers" and other manhole-related entry paths, highlighting that manholes are critical control points in sanitary systems.
Therefore, a major design consideration-particularly whessure/leakage testing to reduce infiltration-is specifying awatertight manhole type(e.g., gasketed/booted connections, sealed sections, appropriate access components) suitable for submerged conditions. Pipe diameter primarily affects hydraulic capacity, and
"manhole material" alone does not fully address leakage performance unless paired with watertight design features. The best answer ismanhole type.


NEW QUESTION # 97
......

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