DOWNLOAD the newest PrepAwayETE Civil-Engineering-Technology PDF dumps from Cloud Storage for free: https://drive.google.com/open?id=1DahWjti9gjdLzFKUWD0r65shg18jeWAn
The Civil-Engineering-Technology certification verifies that you are a skilled professional. PrepAwayETE product is designed by keeping all the rules and regulations in focus that CTTAM publishes. Our main goal is that you can memorize the actual CTTAM Civil-Engineering-Technology Exam Question to complete the Technical Examination - Civil Engineering Technology C.E.T (Civil-Engineering-Technology) test in time with extraordinary grades.
| Section | Weight | Objectives |
|---|---|---|
| Structural Design Fundamentals | 20% | - Design of structural elements
|
| Transportation Engineering | 20% | - Highway and road design
|
| Materials Testing | 20% | - Soil mechanics and testing
|
| Municipal Engineering | 20% | - Water supply and distribution
|
| Surveying | 20% | - Measurement and calculation techniques
|
>> Reliable Civil-Engineering-Technology Study Guide <<
Success does not come only from the future, but it continues to accumulate from the moment you decide to do it. At the moment you choose Civil-Engineering-Technology practice quiz, you have already taken the first step to success. The next thing you have to do is stick with it. Civil-Engineering-Technology Training Materials will definitely live up to your expectations. Not only our Civil-Engineering-Technology study materials contain the latest exam questions and answers, but also the pass rate is high as 98% to 100%.
NEW QUESTION # 65
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?
Answer: A
Explanation:
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.
NEW QUESTION # 66
In an oil and gas project, the location of a pile is offset by 78 mm north and 54 mm east of the key location plan. The location was stamped and issued for construction by a consulting engineering company. The statement on the drawings says, "Offset more than 75 mm is not accepted." Which of the following is the best approach for the civil engineering technologist to take?
Answer: C
Explanation:
When IFC drawings state a tolerance limit, exceeding it (78 mm > 75 mm) creates anonconformancethat must be dispositioned through the proper technical authority rather than accepted informally in the field. The appropriate response is todocument the deviationand escalate it through the project's formal communication
/decision chain so engineering can assess structural implications and provide written direction (accept as-is, redesign, relocate, mitigation). Labi outlines that when significant issues arise, effective professional practice includes maintaining records and communicating through the organization's chain of command as part of a formal resolution process. Lindeburg's ethics discussion also emphasizes notifying proper authorities when decisions may adversely affect public safety and welfare-supporting escalation rather than informal acceptance. Therefore, the best approach is to submit anon-conformance reportto thedesign engineerfor review and advice.
NEW QUESTION # 67
For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?
Answer: A
Explanation:
Municipal land development commonly requires an approvedstatutory planthat establishes the framework for land use, servicing, staging, and transportation within the development area before detailed subdivision
/engineering can proceed. In many Alberta municipalities (e.g., Edmonton), aNeighbourhood Structure Plan (NSP)is the statutory neighbourhood-level plan used to initiate and guide new neighbourhood development, and municipal documents describe NSPs as beinginitiated by landowners/developersand prepared in cooperation with municipal administration for council consideration/approval. While Area Structure Plans (ASPs) can also be used in some contexts, the document explicitly associated with initiating a new neighbourhood-level land development project in the referenced municipal framework is theNeighbourhood Structure Plan. A historical resources overview and transportation network analysis may be required supporting studies, but they are not the primary statutory plan used to initiate the development. Therefore, the correct answer isNeighbourhood Structure Plan.
NEW QUESTION # 68
In the middle of the project, the client proposed an additional scope of work that requires a change order to the contract. Which statement applies to the contractor's percentage fee (i.e., mark-up) that should be added to the total amount in the change order?
Answer: A
Explanation:
A change order is a formal amendment to the contract that adjusts scope, price, and/or time under therules already established by the contract documents. The contractor's fee (markup for overhead and profit) is not typically set unilaterally mid-project by either party; instead, the contract commonly defines how change work is priced (lump sum, unit rates, time-and-material) and what allowable markups apply. Industry guidance on change-order costing notes that the markup percentage is oftenincluded up front in the construction contractand applied consistently to change work, ensuring transparency and avoiding disputes during administration. This approach is consistent with standard contract administration practice: pricing of changes is governed by contract terms, and the change order documents implement those terms for a specific modification. Therefore, the contractor's percentage fee to be added to the change order amount isspecified in the contract documents.
NEW QUESTION # 69
A site inspection reveals a beam that does not conform to Issued for Construction (IFC) drawings. What should be done?
Answer: C
Explanation:
When inspection identifies nonconforming work relative to IFC drawings, the inspector/technologist's role is todocumentthe condition (location, description, measurements, photos) andnotify the responsible design professional/engineerfor disposition. This aligns with formal quality control/assurance processes: field staff identify and record deviations; the engineer evaluates structural implications and issues written instructions (accept as-is, remediate, redesign, or replace). Acting unilaterally to remove a beam (option B) exceeds typical authority and may create safety and contractual issues. Simply filing without notification (C) fails to address a potentially serious structural deficiency. Rechecking the IFC calculations (D) is not the immediate construction control action; the priority is to initiate an engineering review of the nonconformance. Civil engineering project practice stresses maintaining complete inspection records and communicating significant issues through appropriate channels for corrective action. Therefore, the correct action isdocument the issue and notify the engineer.
NEW QUESTION # 70
......
Using our Civil-Engineering-Technology study braindumps, you will find you can learn about the knowledge of your exam in a short time. Because you just need to spend twenty to thirty hours on the practice exam, our Civil-Engineering-Technology study materials will help you learn about all knowledge, you will successfully pass the Civil-Engineering-Technology Exam and get your certificate. So if you think time is very important for you, please try to use our Civil-Engineering-Technology study materials, it will help you save your time.
Valid Civil-Engineering-Technology Test Cram: https://www.prepawayete.com/CTTAM/Civil-Engineering-Technology-practice-exam-dumps.html
BTW, DOWNLOAD part of PrepAwayETE Civil-Engineering-Technology dumps from Cloud Storage: https://drive.google.com/open?id=1DahWjti9gjdLzFKUWD0r65shg18jeWAn