Free PDF Quiz 2026 CTTAM Civil-Engineering-Technology Fantastic New Test Pattern

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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q28-Q33):

                            NEW QUESTION # 28
                            Which of the following records should be referenced during the preparation of a monthly progress payment certificate for a contractor?

                            Answer: A

                            Explanation:
                            Monthly progress payment certification is fundamentally based onverified quantities and percent complete for contract items installed in the field. Professional guidance on interim valuations emphasizes that periodic payments are established fromsite measurement/valuationof work completed, then certified by the contract administrator (or equivalent). That process requires a reliable field record of installed work-typically maintained daily by inspection staff-showing item-by-item progress, quantities, locations, and dates. Among the options, aninspector's daily progress recordis the document specifically intended to track completed work in a form that supports valuation, whereas a diary is less structured, packing slips only show deliveries (not acceptance/installation), and safety meeting records relate to OH&S rather than payment entitlement.
                            Therefore, the best supporting record for producing a progress payment certificate is theinspector's daily progress record, because it ties payment to measured/verified construction progress as required for interim certification practices.


                            NEW QUESTION # 29
                            Which of the following tests would most likely be used to determine if engineered fill was placed to meet contract specifications?

                            Answer: B

                            Explanation:
                            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.


                            NEW QUESTION # 30
                            What should a contract administrator do when the contractor is falling behind schedule?

                            Answer: B

                            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 # 31
                            What type of concrete structural element is shown in the image below?

                            Answer: D


                            NEW QUESTION # 32
                            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: B

                            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 # 33
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