인재도 많고 경쟁도 많은 이 사회에, 업계인재들은 인기가 아주 많습니다.하지만 팽팽한 경쟁률도 무시할 수 없습니다.많은 CTTAM인재들도 어려운 인증시험을 패스하여 자기만의 자리를 지키고 있습니다.우리ExamPassdump에서는 마침 전문적으로 이러한 CTTAM인사들에게 편리하게 시험을 Civil-Engineering-Technology패스할수 있도록 유용한 자료들을 제공하고 있습니다.
| Section | Weight | Objectives |
|---|---|---|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
>> Civil-Engineering-Technology인증문제 <<
저희가 알아본 데 의하면 많은it인사들이CTTAM인증Civil-Engineering-Technology시험을 위하여 많은 시간을 투자하고 잇다고 합니다.하지만 특별한 학습 반 혹은 인터넷강이 같은건 선택하지 않으셨습니다.때문에 패스는 아주 어렵습니다.보통은 한번에 패스하시는 분들이 적습니다.우리 ExamPassdump에서는 아주 믿을만한 학습가이드를 제공합니다.우리 ExamPassdump에는CTTAM인증Civil-Engineering-Technology테스트버전과CTTAM인증Civil-Engineering-Technology문제와 답 두 가지 버전이 있습니다.우리는 여러분의CTTAM인증Civil-Engineering-Technology시험을 위한 최고의 문제와 답 제공은 물론 여러분이 원하는 모든 it인증시험자료들을 선사할 수 있습니다.
질문 # 34
A civil engineering technologist is to inspect control joint saw-cuts on a newly poured concrete slab. What saw cut depth would be typically specified?
정답：D
설명：
Control joints (contraction joints) are intended to create aplane of weaknessso shrinkage cracking forms at the joint rather than randomly. For saw-cut control joints, typical practice is to cut deep enough to be effective but not so deep that it compromises slab capacity or cuts reinforcement. Civil engineering materials references describe contraction/control joints as used to control cracking and indicate that the joint must form an intentional weakened section. A common "rule of thumb" for saw-cut depth is approximatelyone-quarter of the slab thicknessfor conventional slabs-on-grade (deeper cuts may be specified for thicker slabs or special conditions, but 1/4 is the typical baseline). This depth is generally sufficient to initiate cracking at the joint line while preserving structural integrity of the slab. Therefore, the typical specified saw cut depth is1/4 of the total slab depth.
질문 # 35
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?
정답：B
설명：
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.
질문 # 36
If a controlled product is used, stored, handled, or manufactured at a work site, what documents should be discussed at safety meetings with workers?
정답：A
설명：
Controlled products (hazardous products) require workers to understand the hazards, safe handling, storage, PPE, first aid, spill response, and emergency measures. The document that communicates this hazard and control information for each product is theMaterial Safety Data Sheet (MSDS)(now commonly SDS under GHS, but MSDS remains widely referenced in training/exams). Safety systems require that these sheets be readily accessible and that workers be informed/trained on the hazards and controls associated with the products they use. EM 385-1-1 requires hazard communication, including that hazardous chemical information be available and communicated to personnel, and that safety meetings/training address hazard controls and safe work practices. In the WHMIS framework, WHMIS is the overall system, while the MSDS
/SDS is the specificproduct documentdiscussed and referenced for each controlled product. Therefore, the correct choice isMaterial Safety Data Sheets (MSDS).
질문 # 37
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?
정답：A
설명：
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.
질문 # 38
Which of the following tests would most likely be used to determine if engineered fill was placed to meet contract specifications?
정답：A
설명：
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.
질문 # 39
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