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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Topic 2: Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Topic 3: Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Topic 4: Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Topic 5: Structural Engineering | 20% | - Structural Analysis & Design
|
| Topic 6: Transportation Engineering | 15% | - Highway & Road Design
|
>> New Civil-Engineering-Technology Exam Objectives <<
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NEW QUESTION # 107
What should a contract administrator do when the contractor is falling behind schedule?
Answer: C
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 # 108
A concrete mix is onsite and at its specified slump of 80 mm. The pour requires a slump of 200 mm. The concrete onsite meets all other requirements. What action should be taken?
Answer: B
Explanation:
Increasing slump from80 mm to 200 mmis a large jump in workability. Adding water would increase slump but typically raises the water-cement ratio, which can reduce strength and durability and increase cracking risk unless it remains within permitted limits and is authorized. Industry guidance on jobsite water addition recommends consideringwater-reducing admixtures / superplasticizersas the preferred alternative for increasing slump while maintaining concrete performance, provided segregation is avoided and proper mixing is performed.
Ahigh-range water reducer (HRWR), also called asuperplasticizer, is specifically intended to produce a major increase in slump/flow at essentially the same water content, achieving very high workability concrete for placement. Low-range water reducers typically do not provide such a large slump increase. Therefore, the correct action is toadd a high-range water reducerto achieve the required 200 mm slump without compromising the designed water-cement ratio and associated properties.
NEW QUESTION # 109
Considering Occupational Health and Safety standards for trench side slopes in lieu of shoring, and a 1.2 m wide trench, what is the minimum offset from centre line to the top edge of the trench for an excavation that is
3 m deep?
Answer: D
Explanation:
For trenches without shoring, OHS/OSHA sloping requirements depend on soil type; when soil is not specified, standard practice is to use themost conservative allowable slope(Type C), which is1.5H:1Vfor excavations less than 20 ft (#6 m) deep. Lindeburg's reference (citing OSHA 1926 Subpart P, App. B) provides maximum allowable slopes, includingType C = 1.5:1 (H:V). For a 3 m deep trench, horizontal run on each side = 1.5 × 3 =4.5 m. Trench bottom width is 1.2 m, so half-width from centreline =0.6 m. Minimum offset from centreline to top edge = 0.6 + 4.5 =5.1 m, which rounds to the available option5.20 m. Therefore,D is the correct answer.
NEW QUESTION # 110
A civil engineering technologist is installing offset stakes for centreline at 25-metre stations. What information is typically found on the stakes?
Answer: D
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 # 111
A civil engineering technologist is undertaking a final acceptance review of a subdivision. The technologist finds 35 m of deficient sidewalk and three hydrants which were not tested. As part of final acceptance, what should be done to ensure the hydrants get tested and the sidewalk is repaired?
Answer: B
Explanation:
Final acceptance requires that outstanding deficiencies be clearly identified and tracked to closure. Industry closeout practice uses adeficiency list (punch list/snag list)that itemizes nonconforming work and incomplete testing, and it is issued to the contractor so corrective actions can be completed before final acceptance is granted. A punch/deficiency list is specifically described as a document prepared near the end of a project that lists items that do not conform and must be rectified before completion certification. Best practice is to recordprecise locations(and identifiers like hydrant numbers), often with photos or plan references, to avoid ambiguity and ensure corrective work is verifiable. Verbal communication alone is not sufficiently traceable, and simply noting quantities without locations can lead to missed items and disputes.
Therefore, the correct action is todocument the locations and forward the deficiency list to the contractor so testing and repairs are completed and can be re-inspected for acceptance.
NEW QUESTION # 112
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