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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Municipal Engineering | 20% | - Wastewater and stormwater management
|
| Topic 2: Transportation Engineering | 20% | - Traffic engineering
|
| Topic 3: Surveying | 20% | - Surveying equipment and methods
|
| Topic 4: Materials Testing | 20% | - Soil mechanics and testing
|
| Topic 5: Structural Design Fundamentals | 20% | - Structural analysis
|
>> Civil-Engineering-Technology練習問題 <<
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質問 # 33
Why would an owner require COR certification from a contractor?
正解:B
解説:
COR (Certificate of Recognition) is a Canadian occupational health and safety certification awarded to employers that implement and maintain anoccupational health and safety management system (OHSMS) that meets established standards and passes an audit. Government and regulator guidance describes COR as recognition that an employer's health and safety management system has been evaluated and meets provincial standards. Owners require COR because it provides evidence the contractor has astructured, audited safety management program(policies, hazard identification/control, training, incident management, and continuous improvement), which reduces project risk and supports due diligence. This aligns directly with option D, which focuses on aquality safety management program, rather than only first aid staffing, an informal
"good record," or general workers' compensation compliance.
質問 # 34
A civil engineering technologist has been given the task of drawing a foundation plan for a building that measures 20 m × 30 m. The drawing will be produced on a C1 sized sheet, which measures 648 mm × 917 mm. Which of the following is the best scale for the plan?
正解:D
解説:
Selecting a drawing scale is an engineering graphics task: the plan must fit within the sheet limits after allowing for borders, title block, notes, dimensions, and details. Engineering drawing practice treats scale as a proportional reduction ratio that preserves geometric similarity between the real object and the drawing. A 20 m × 30 m footprint equals 20,000 mm × 30,000 mm. At 1:50, the plotted size is 400 mm × 600 mm, which fits comfortably on a 648 mm × 917 mm sheet with room for margins and annotations. At 1:25, the plotted size becomes 800 mm × 1,200 mm, which exceeds the sheet. At 1:5, it is far too large; at 1:250, it is very small (80 mm × 120 mm), reducing readability for foundations that typically require clear dimensioning of footings, piles, grade beams, and notes. Therefore, 1:50 provides the best balance of fit and legibility for a C1 sheet, makingOption Cthe best scale choice.
質問 # 35
What documents must a contractor submit as part of a project to consultants for review?
正解:B
解説:
In contract administration, consultants review certain contractor submittals to confirm that proposed products and installation details align with thedesign intentand contract requirements. The principal document type submitted for this purpose isshop drawings, which are prepared by the contractor, fabricator, or supplier and show project-specific fabrication, dimensions, connection details, reinforcement layout, and installation information for components (e.g., structural steel, precast, rebar placing drawings, mechanical/electrical supports). This review process is a standard part of construction coordination and quality management because it checks compatibility and constructability before fabrication/installation proceeds. By contrast, change orders are contractual amendments initiated when scope/cost/time changes occur, IFC drawings are produced by the consultant (not submitted by the contractor for review), and meeting minutes are project records rather than technical submittals requiring consultant approval. Therefore, the document the contractor must submit to consultants for review isshop drawings, which enable technical verification and coordination of constructed elements with the contract documents.
質問 # 36
What test should be used to determine the compressive strength of concrete?
正解:D
解説:
Concrete compressive strength is determined by loading astandard molded specimento failure in a compression testing machine and calculating strength from the peak load divided by the specimen's cross- sectional area. The common acceptance specimen for cast-in-place concrete is acylinder, produced and cured using standardized procedures to ensure that test results reliably represent the delivered concrete. Civil engineering materials references describe compressive strength testing as the principal measure used to verify compliance with specified strength (f'c), and that cylinder specimens are tested in compression to determine the maximum stress sustained.
A slump test measures workability/consistency, an air test measures entrained air content, and sieve testing measures aggregate gradation-none of these directly measure compressive strength. Therefore, the required test for compressive strength is thecylinder test (Option B).
質問 # 37
A gas fireplace has been installed by the general contractor's sub-trade. After numerous repair attempts, it is still not operating properly. How should the owner correct the problem?
正解:A
解説:
Under standard construction contracting practice, thegeneral contractor (prime contractor)is responsible for the overall delivery of the work, including coordination and quality of subcontractors' work and correction of deficiencies that fall under the contract's quality obligations and warranty requirements. Warranties are specifically described as requiring the contractor to repair or replace deficient work within a specified period at the contractor's expense. Since the subcontractor is contractually accountable to the general contractor (not directly to the owner in a typical arrangement), the owner's most effective and proper route is to require the general contractorto address the deficiency, manage the subcontractor, and ensure the system performs as required. Escalating directly to a new contractor and back-charging can be possible, but it is typically a later remedy after formal notice and contract procedures. Contacting the manufacturer may help diagnose, but it does not replace contractual responsibility for correction. Therefore, the correct action is toask the general contractor to review and correct the installation.
質問 # 38
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