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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Topic 2: Structural Engineering | 20% | - Structural Analysis & Design
|
| Topic 3: Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Topic 4: Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Topic 5: Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Topic 6: Transportation Engineering | 15% | - Highway & Road Design
|
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質問 # 55
EXCERPT FROM MUNICIPAL BYLAW 1234 - ZONING
Section 3: Single family zone
3.1 All dwellings shall house one family.
3.2 All dwellings shall have a minimum main floor area of 120 m².
3.3 All dwellings shall be constructed a minimum of 10.0 m from the front property line, 15.0 m from the rear property line, and 1.5 m from the side property lines.
3.4 An application that does not fulfill the above requirements shall be referred to Council.
正解：C
解説：
The bylaw excerpt establishes mandatory requirements (one family, minimum 120 m² floor area, and minimum setbacks) and then provides the required administrative action in Section 3.4:any application that does not fulfill the above requirements shall be referred to Council. The correct decision is therefore governed directly by the regulatory text: when any requirement is not met, the prescribed next step is referral rather than approval. Option C matches the bylaw's stated process exactly by directing the application to Council due to noncompliance. Options B and D propose outright rejection reasons that the excerpt does not authorize as the required action; the excerpt explicitly states "referred to Council" for noncompliant applications. Option A is only valid when all requirements are met. Accordingly, the correct response isrefer to Council.
質問 # 56
In which step in this diagram will a general contractor need to consider their bonding capacity?
正解：C
解説：
Bonding capacity is a contractor's available surety credit-how much bonded work they can carry at once and still qualify for required bid/performance/payment bonds. This must be evaluatedbeforecommitting to pursue the tender, because the ability to provide bonding is often amandatory bid requirementand affects whether the contractor can submit a compliant bid and subsequently execute the contract. If bonding is not available (or limits would be exceeded), time spent on pricing, subcontractor solicitation, and bid compilation may be wasted and could expose the firm to reputational and procurement risk. Construction project delivery and contracting processes emphasize early go/no-go decisions based on constraints (capacity, risk, resources, financial/security requirements) before major estimating effort is expended. Therefore, bonding capacity should be considered at the earliest gate where the firm commits to compete-the decision to bid-so the contractor confirms eligibility and capability before mobilizing the full bid preparation process.
質問 # 57
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?
正解：A
解説：
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.
質問 # 58
Why is a builder's lien holdback important?
正解：D
解説：
A builder's lien holdback (often a statutory holdback such as 10% in many Canadian jurisdictions) is a payment amount withheld from progress payments to create afundthat can be used to satisfy lien claims if parties down the contracting chain (subcontractors, workers, suppliers) arenot paid. The intent is to protect the owner (and other payers) from having to "pay twice" for the same work: once to the contractor and again to unpaid lien claimants who can lien the project. Canadian construction lien frameworks describe holdbacks as a system designed to protect lien claimants while limiting the payer/owner's exposure by ensuring funds are available if unpaid claims arise. Practical explanations of holdbacks note that if a subcontractor or labourer is not paid, the holdback provides funds set aside to address those unpaid claims and associated lien risk. Therefore, the best answer is that the holdback protects theowner when the contractor does not pay the bills(i.e., unpaid subcontractors/suppliers can trigger liens).
質問 # 59
A civil engineering technologist is performing a concrete test on a site. What minimum number of cylinders should the technologist make?
正解：C
解説：
Concrete compressive strength is verified using standardized specimens that represent the delivered concrete.
A typical field/lab testing program preparesa set of cylindersso strength can be checked at standard ages and so at least one specimen remains available if a test is invalid or confirmation is required. InExperiment Design for Civil Engineering, the compressive strength procedure explicitly states thatsets of four cylindersshould be prepared and thenone cylinder from each setis tested at7, 14, 21, and 28 days. This "four-cylinder set" directly supports the minimum needed to obtain a time-history of strength development through the common curing ages used in practice and referenced by ASTM C39 age tolerances. While many projects may require additional cylinders (for 7-day early breaks, hold cylinders, or additional acceptance tests), the question asks theminimumnumber, and the documented testing set described isfour.
質問 # 60
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