Latest CTTAM Civil-Engineering-Technology Dumps - Civil-Engineering-Technology Official Study Guide
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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q83-Q88):
NEW QUESTION # 83
A subcontractor is completing surface rehabilitation in a mature community. What are the minimum requirements for quality that must be met?
- A. Subcontractor's paving specifications
- B. Municipality specifications
- C. Developer insurance requirements
- D. Warranty agreement specifications
Answer: B
Explanation:
In municipal surface rehabilitation, the governing minimum quality requirements are set by themunicipality's standards/specifications, because the work interfaces with, affects, and is often handed over to municipal infrastructure (roads, sidewalks, utilities, drainage). Municipal specifications define accepted materials, compaction/density requirements, asphalt/concrete placement tolerances, testing frequency, restoration details, and acceptance criteria. Contractor or subcontractor internal specs may exceed municipal requirements, and warranties/insurance address risk allocation, but they do not replace theowner/authority's technical acceptance standards. In civil engineering practice, "specifications" are the formal technical requirements that the delivered system must meet (minimum/maximum/range), including items like minimum density of roadbed, tolerances, and material performance-these are typically established by the owning agency (here, the municipality) for public infrastructure assets. Thus, the minimum quality threshold is defined by themunicipality specifications.
NEW QUESTION # 84
What is the bearing capacity of soil?
- A. Highest concentrated load applied to soil for maximum compaction
- B. Highest pressure of force that foundation soil can withstand before crumbling
- C. Maximum concentrated load that soil can take under pressure
- D. Maximum pressure that soil can withstand without undergoing shear failure
Answer: D
Explanation:
In foundation engineering, "bearing capacity" refers to themaximum bearing pressurethat soil can support under a foundationwithout a shear failure mechanismdeveloping in the ground, and (in allowable/safe terms) without causingexcessive settlement. In practice, design is based onallowable bearing capacity
/allowable bearing pressure, which is the net pressure (beyond overburden) that will not cause shear failure or excessive settlements, after applying an appropriate factor of safety. This concept is tied to classic bearing- capacity theories (e.g., Terzaghi) that predict shear failure along defined surfaces beneath a footing.
Therefore, the best definition among the options is the one referencingmaximum pressure without shear failure, not a "concentrated load," compaction, or "crumbling."
NEW QUESTION # 85
What does a system curve illustrate?
- A. The minimum radius at which a car can safely travel at 50 km/h
- B. The total length of the water mains as related to the water main diameter
- C. The total head loss in a system of pipes as related to total flow
- D. The total fl as related to time
Answer: C
Explanation:
Comprehensive and Detailed 150 to 200 words of Engineering documents and resources:
In pumped/pressurized pipe systems, thesystem curverepresents the hydraulic requirement of the piping network: the relationship betweenflow rate (Q)and thehead requiredto overcome elevation differences and losses. As flow increases, friction and minor losses rise (often approximately with Q² in turbulent flow regimes), so the system's required head increases with Q. This curve is used with a pump curve to find the operating point where pump head equals system head at a given flow. Standard civil engineering hydraulics references define head loss as a function of flow through friction and fittings, and system behavior is expressed by total head (static + losses) versus flow, which is exactly what the system curve shows.
Therefore, the system curve illustratestotal head loss (and required head) in the pipe system as a function of total flow, matching optionC.
NEW QUESTION # 86
Which of the following is employee's responsibility in regard to PPE?
- A. Inspect PPE before use.
- B. Receive training on the correct use of PPE.
- C. Ensure PPE is maintained correctly between uses.
- D. Select PPE appropriate for the hazard.
Answer: A
Explanation:
Employee responsibilities for PPE typically includeusing PPE as required and checking it is serviceable before use, then reporting defects. Employer responsibilities generally include hazard assessment, selecting
/providing appropriate PPE, ensuring training, and maintaining a program. EM 385-1-1 reflects this division of duties: it requires PPE to be used to control exposures and establishes training requirements covering key aspects of PPE, includinginspection/testingand proper care. Practical safety guidance for workers also states that employees shouldcheck PPE for faults before useand report issues. Among the optionsuployee duty that is broadly applicable across PPE types and aligns with standard safety systems: workers verify their equipment is not damaged, fits correctly, and is suitable for the task before entering the hazard area.
Therefore, the correct answer isA.
NEW QUESTION # 87
A civil engineering technologist is installing offset stakes for centreline at 25-metre stations. What information is typically found on the stakes?
- A. Centreline elevation and offset distance
- B. Sub-grade elevation and depth of the ditch
- C. Depth of ditch and offset to top of cut
- D. Top of cut and offset to ditch
Answer: A
Explanation:
Offset stakes are used to carry alignment control when the true centreline point is impractical to occupy (e.g., within excavation, traffic, or unstable ground). Standard field staking practice marks the station and identifies theoffset distanceto the actual centreline so crews can pull the correct perpendicular distance back to the design line. Because construction also needs grade control, the stake commonly includes thecentreline elevation (or cut/fill to grade)at that station to guide grading or excavation. Surveying and construction layout practice emphasize that stakes should communicate the essential geometry:wherethe design line is (by station and offset) andwhat elevation/gradeapplies at that location. Options involving ditch depth or top-of- cut are specific to slope/ditch staking rather than centreline offset stakes. Therefore, the typical information on centreline offset stakes iscentreline elevation and offset distance.
NEW QUESTION # 88
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