Latest Updated CTTAM Valid Civil-Engineering-Technology Exam Sims: Technical Examination - Civil Engineering Technology C.E.T | Valid Civil-Engineering-Technology Exam Papers

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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Topic 1: Water Resources & Environmental Engineering12%- Hydrology & Water Systems
  • 1. Environmental Regulations & Sustainability
    • 2. Wastewater & Water Treatment
      Topic 2: Geotechnical Engineering18%- Soil Mechanics & Foundation Engineering
      • 1. Earthworks & Retaining Structures
        • 2. Soil Properties & Testing
          Topic 3: Transportation Engineering15%- Highway & Road Design
          • 1. Pavement Design & Materials
            • 2. Traffic Engineering & Planning
              Topic 4: Structural Engineering20%- Structural Analysis & Design
              • 1. Concrete & Steel Structures
                • 2. Timber & Masonry Design
                  Topic 5: Construction Management & Materials10%- Construction Methods & Project Management
                  • 1. Codes, Standards & Ethics
                    • 2. Construction Materials & Quality Control
                      Topic 6: Civil Engineering Fundamentals25%- Engineering Mathematics & Applied Science
                      • 1. Fluid Mechanics & Hydraulics
                        • 2. Statics & Mechanics of Materials
                          • 3. Surveying & Geomatics

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q83-Q88):

                            NEW QUESTION # 83
                            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: A

                            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 # 84
                            What test should be used to determine the compressive strength of concrete?

                            Answer: B

                            Explanation:
                            Compressive strength is a hardened-concrete property verified by testing a standardized specimen under axial compression until failure. The standard field practice is to castconcrete cylindersfrom a representative sample, cure them under specified conditions, and test them in a compression machine at required ages (commonly 7 and 28 days) to confirm the concrete meets the specified strength. Civil engineering references describe that the compressive strength is computed from the maximum load at failure and the cylinder's cross- sectional area, and that cylinder testing is the accepted quality-control/acceptance method for structural concrete.
                            Slump testing only indicates fresh concrete consistency, air testing addresses durability-related air entrainment, and sieve testing applies to aggregates rather than hardened concrete strength. Thus, the correct test to determine compressive strength is thecylinder test (Option B).


                            NEW QUESTION # 85
                            What should a contract administrator do when the contractor is falling behind schedule?

                            Answer: C

                            Explanation:
                            When schedule performance deteriorates, the contract administrator's most effective and defensible actions are (1) to maintainaccurate contemporaneous recordsof progress, site conditions, and events affecting productivity, and (2) to actively manage communication throughregular progress meetingsfocused on recovery plans, constraints, and corrective actions. Good practice in civil engineering project administration emphasizes rigorous follow-up and maintaining accurate, up-to-date information for project control and claims management. Simply preparing for liquidated damages without engaging in management (C) is reactive, and replacing the contractor (A) is generally not an immediate contractual option. Issuing a change order to "hurry up" (B) is not a standard mechanism and may create cost/time disputes. Option D combines the two core controls-documentation and structured coordination-needed to evaluate entitlement, support mitigation, and keep stakeholders aligned while protecting the owner's position under the contract.


                            NEW QUESTION # 86
                            Which of the following isnota type of structural foundation system used to hold the weight of a building?

                            Answer: A

                            Explanation:
                            A "foundation system" is a permanent structural/geotechnical arrangement that transfers building loads to the supporting ground (e.g., shallow foundations like strip/spread footings or slabs-on-grade, and deep foundations like piles with grade beams). Options A, B, and D are all recognized foundation systems: pile
                            /grade beam systems are deep foundation solutions; wall and strip footings are shallow continuous foundations; and structural slabs-on-grade are shallow systems that distribute loads to prepared subgrade. By contrast,concrete formworkis atemporary construction means-the molds, supports, and bracing used to shape and support fresh concrete until it gains strength. Formwork is not part of the final load path once removed, and it does not function as a load-transfer system into soil/rock. Therefore, among the choices, the item that is not a foundation system isconcrete formwork.


                            NEW QUESTION # 87
                            Why would an owner require COR certification from a contractor?

                            Answer: B

                            Explanation:
                            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.


                            NEW QUESTION # 88
                            ......

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