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| Section | Objectives |
|---|---|
| Topic 1: Hydraulics and Hydrology | - Drainage and Water Management Systems - Fluid Mechanics Fundamentals |
| Topic 2: Professional Practice and Ethics | - Legal and Regulatory Responsibilities - Engineering Ethics |
| Topic 3: Transportation Engineering | - Roadway Design Basics - Traffic and Pavement Considerations |
| Topic 4: Engineering Fundamentals | - Mathematics and Applied Calculations - Engineering Principles |
| Topic 5: Civil Engineering Materials and Construction | - Construction Methods and Techniques - Concrete, Steel, and Asphalt Properties |
| Topic 6: Surveying and CAD Applications | - Computer-Aided Design (CAD) Usage - Land Surveying Principles |
| Topic 7: Structural Engineering Basics | - Design Principles and Load Considerations - Structural Analysis Fundamentals |
| Topic 8: Geotechnical Engineering | - Foundation Design Principles - Soil Mechanics |
>> Civil-Engineering-Technologyテスト内容 <<
人々は常に、特定の分野で有能で熟練していることを証明したいと考えています。能力を証明する方法はさまざまですが、最も直接的で便利な方法は、Civil-Engineering-Technology認定試験に参加し、認定証を取得することです。 Civil-Engineering-Technology認定に合格すると、非常に有能で優秀であることを証明できます。また、Civil-Engineering-Technologyテストに合格することで有用な知識とスキルを習得できます。 Civil-Engineering-Technologyガイドトレントを購入すると、JpshikenのCivil-Engineering-Technology試験に合格するのに役立ちます。時間と労力はほとんどかかりません。
質問 # 92
Which of the following tests would most likely be used to determine if engineered fill was placed to meet contract specifications?
正解：C
解説：
Engineered fill specifications are typically written in terms ofminimum relative compaction (RC)and an acceptable moisture range (often around optimum moisture content). Field verification therefore focuses on whether placed lift material achieves the specifiedin-place dry densityrelative to the laboratory maximum dry density (from Proctor testing). The compaction test (field density test) directly measures whether the fill meets the specified RC requirement. Civil engineering references describe that grading specifications set a minimum acceptable density (relative compaction) and acceptable water content range, and that the Proctor test establishes the laboratory maximum dry density and optimum moisture content used as the basis for compaction acceptance. Moisture checks alone do not confirm achieved density; sieve analysis is gradation, and triaxial testing is shear strength characterization rather than placement acceptance. Therefore, the most appropriate test to confirm engineered fill meets contract compaction requirements is acompaction test.
質問 # 93
A civil engineering technologist works for a contractor. An engineer notifies him that the depth of concrete pilings needs to be increased. What is the first thing the civil engineering technologist should do?
正解：D
解説：
Increasing pile depth is a scope change that affectsquantity of work, time, equipment effort, and cost. In contract-based construction, changes are handled throughformal change mechanisms(variations/change orders) that adjust scope, schedule, resources, and compensation as part of the contract documents. Civil engineering construction references define a change order as a formal document used to modify the contractual agreement and note that change orders may be established for changes in schedule, resource allocation, scope, and compensation. Because the technologist works for the contractor, the immediate project- control step is to ensure the project manager is aware of the impact so that pricing, schedule updates, and contractual change procedures can be initiated before proceeding. Simply proceeding (original or revised) without addressing cost/schedule implications risks uncompensated work and unmanaged schedule impacts.
Therefore, the first action is topresent the change in costs and schedules to the project manager.
質問 # 94
Who is responsible for establishing and maintaining a system that is compliant with the Occupational Health and Safety Act in a workplace?
正解：B
解説：
On multi-employer construction work sites, Occupational Health and Safety frameworks commonly assign a coordinating duty to aprime contractor(or equivalent controlling entity) to ensure site-wide compliance. This role exists because multiple employers and subcontractors may be present, and safety responsibilities must be coordinated through one accountable system. Alberta's OHS guidance, for example, states that the prime contractor mustestablish and maintain a system or process that ensures compliancewith the Occupational Health and Safety Act, Regulation, and Code at the work site, including coordinating the health and safety activities of all employers. This does not remove duties from subcontractors or workers, but it makes the prime contractor the party responsible for the overarching compliance system (e.g., site safety plan, coordination, hazard controls, cooperation processes). Therefore, the correct answer isPrime contractor.
質問 # 95
A geotechnical report indicates the presence of a peat layer in several boreholes. The peat layer ranges in thickness from 450 mm to 1200 mm and is found at a depth of 1.5 m below the existing grade. How should this be addressed in the project specifications that are being prepared?
正解：A
解説：
Peat is a highly organic soil withvery high compressibility, low shear strength, and problematic long-term settlement behavior. If peat is present within the stress influence zone of foundations or slabs (here, relatively shallow at ~1.5 m depth), typical construction practice is to treat it asunsuitable materialunless a designed ground-improvement solution is explicitly adopted. When the geotechnical investigation identifies such material in advance, the project specifications should convert that known condition into aclear scope requirementso pricing and execution are defined-commonly by requiringover-excavation/removal and replacement with suitable compacted fillin affected areas, subject to engineer direction and limits. USACE guidance for earthworks/foundations explicitly states thatsoft or organic spots in the foundation should be removed and replaced with compacted materialas part of foundation preparation.
Therefore, the most appropriate way to address the identified peat in the specifications is toinclude a clause requiring peat removal(and replacement per spec), which isOption C.
質問 # 96
The critical path refers to which of the following series of tasks in a schedule?
正解：A
解説：
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.
質問 # 97
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