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ローマは一日に建てられませんでした。多くの人にとって、短い時間でCivil-Engineering-Technology試験に合格できることは難しいです。しかし、幸いにして、Civil-Engineering-Technologyの練習問題の専門会社として、弊社の最も正確な質問と回答を含むCivil-Engineering-Technology試験の資料は、Civil-Engineering-Technology試験対する問題を効果的に解決できます。Civil-Engineering-Technology練習問題をちゃんと覚えると、Civil-Engineering-Technologyに合格できます。あなたはCivil-Engineering-Technology練習問題を選ばれば、試験に合格できますよ！
| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Municipal Engineering | 20% | - Wastewater and stormwater management
|
| Topic 2: Surveying | 20% | - Surveying equipment and methods
|
| Topic 3: Materials Testing | 20% | - Concrete and asphalt testing
|
| Topic 4: Structural Design Fundamentals | 20% | - Structural analysis
|
| Topic 5: Transportation Engineering | 20% | - Highway and road design
|
>> Civil-Engineering-Technology対応受験 <<
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質問 # 51
A civil engineering technologist asked an engineer in training (EIT) to write a deficiency report. After a few revisions, the report is still disorganized and has errors. What would be an appropriate action to take for the technologist?
正解：D
解説：
Deficiency reports are project records that must be clear, accurate, and professionally defensible because they can affect acceptance, payment, corrective work, and potential disputes. When an EIT's report remains disorganized after multiple revisions, the appropriate next step is active coaching to bring the document to an acceptable standard while building the EIT's competence. Civil engineering practice emphasizes truthful, objective professional reporting founded on adequate knowledge and careful documentation. In construction- phase administration, effective project performance depends on frequent communication and monitoring, and the quality of project documentation directly supports decisions and follow-up actions. Assisting the EIT in rewriting preserves accountability (the EIT learns and improves), strengthens the quality of the final record, and supports timely resolution of deficiencies without escalating prematurely. Simply finishing the document on their behalf removes the learning opportunity and can mask competency gaps; reporting them immediately to a supervisor is disproportionate when a direct corrective mentorship step is available. Therefore, the technologist shouldassist the EIT in re-writing the report.
質問 # 52
An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?
正解：A
解説：
Engineered I-joists are proprietary structural products with capacity and allowable hole/notch limits governed by themanufacturer's engineeringand publishedspecifier guides/repair details. A hole at or near a bearing is particularly critical because shear demands and web stresses are highest near supports, and manufacturers explicitly restrict hole proximity to bearings and provide specific repair details when holes occur in sensitive zones. For example, Weyerhaeuser's TJI repair technical bulletin states conditions for repair applicability and includes "DO NOT" limitations related to holes overlapping the inside face of bearing and other proximity restrictions, indicating that manufacturer guidance controls whether a joist is acceptable and how it must be repaired. Industry good-practice guidance similarly emphasizes that manufacturer instructions must be followed and holes should not be over supports/bearings without approval and prescribed reinforcement.
Therefore, the best way to verify integrity is tocontact the manufacturer(or their engineering support) and follow their published repair/acceptance requirements.
質問 # 53
Which of the following statements best describes thefor piling loads in the diagram below?
正解：A
解説：
For an axially loaded pile in compression, the resisting capacity comes from two primary components:end bearing at the tipandskin friction along the shaft. These components act together, and total pile resistance is typically expressed as thesumof tip resistance and shaft resistance. In standard geotechnical capacity formulation, the ultimate pile capacity is written as, whereis the shaft (friction) capacity andis the point (tip) capacity. Lindeburg's deep foundation section similarly explains that point-bearing and skin-friction capacities are simultaneously present to some degree in piles, and total support is based on their combined contribution. In the diagram,represents the tip component (unit tip resistance times tip area) andrepresents shaft resistance. Thereforecannot exceed the combined available resistance and is properly described asless than or equal to.
質問 # 54
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：A
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 # 55
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?
正解：D
解説：
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.
質問 # 56
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BONUS！！！ CertShiken Civil-Engineering-Technologyダンプの一部を無料でダウンロード：https://drive.google.com/open?id=1tnUhj9vA672fuwPry5yIQcBiZkuoxFo3