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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q47-Q52):

                            NEW QUESTION # 47
                            What is the primary force that a bridge in the diagram needs to resist?

                            Answer: D

                            Explanation:
                            The diagram depicts anarch-type bridge, where the load path is carried along the curved arch shape to the supports/abutments. In arch action, loads are transferred primarily ascompressive forcesthrough the arch ring
                            /rib; the structure pushes inward on itself while generating horizontal thrust at the abutments. Authoritative references describe that an arch bridge carries loads primarily bycompression, and the foundations/abutments must resist both vertical and horizontal components generated by that compressive thrust. Because the primary internal action in the arch member is compression (rather than tension in a cable, or bending- dominated action in a simple beam), the governing force type for the bridge form shown iscompression.


                            NEW QUESTION # 48
                            A civil engineering technologist has been given the task of drawing a foundation plan for a building that measures 20 m × 30 m. The drawing will be produced on a C1 sized sheet, which measures 648 mm × 917 mm. Which of the following is the best scale for the plan?

                            Answer: B

                            Explanation:
                            Selecting a drawing scale is an engineering graphics task: the plan must fit within the sheet limits after allowing for borders, title block, notes, dimensions, and details. Engineering drawing practice treats scale as a proportional reduction ratio that preserves geometric similarity between the real object and the drawing. A 20 m × 30 m footprint equals 20,000 mm × 30,000 mm. At 1:50, the plotted size is 400 mm × 600 mm, which fits comfortably on a 648 mm × 917 mm sheet with room for margins and annotations. At 1:25, the plotted size becomes 800 mm × 1,200 mm, which exceeds the sheet. At 1:5, it is far too large; at 1:250, it is very small (80 mm × 120 mm), reducing readability for foundations that typically require clear dimensioning of footings, piles, grade beams, and notes. Therefore, 1:50 provides the best balance of fit and legibility for a C1 sheet, makingOption Cthe best scale choice.


                            NEW QUESTION # 49
                            A developer is planning to build an office building on a 4-acre parcel of land. Which of the following documents will tell the developer how much fill to bring to the site to make it level?

                            Answer: D

                            Explanation:
                            Determining how much fill is needed to level a site requires knowing theexisting ground elevationsacross the parcel and comparing them to a proposed target grade plane/surface. Atopographic survey planprovides the required elevation information (spot elevations, contours, breaklines, and surface features) from which earthwork quantities (cut/fill volumes) are computed. Foundation and architectural plans generally show building geometry and design intent, not full-site existing elevations. A real property report focuses on legal boundary information and improvements relative to property lines, not the detailed elevation grid needed for volume calculations. Civil engineering practice uses topographic survey data as the basis for grading design and earthwork estimation, including calculating volumes via grids or cross-sections.


                            NEW QUESTION # 50
                            Which of the following illustrates a cantilever?

                            Answer: C

                            Explanation:
                            A cantilever is defined as a beam or structural member that isfixed (built-in) at one end and free at the other
                            , resisting loads through bending and shear while the support provides the restraint against rotation and translation. Classic structural descriptions emphasize that a cantilever is "held only at one end while supporting weight or resisting motion all along its free length," which distinguishes it from simply supported beams (supported at two ends) or fixed-fixed beams (built-in at both ends). In the provided options, the correct illustration is the one showing a member rigidly attached at one end (fixed support) and extending outward with the opposite end unsupported (free). That configuration matches optionA, while the other options depict different support conditions (e.g., simply supported or fixed at both ends). Therefore, the diagram that illustrates a cantilever isA.


                            NEW QUESTION # 51
                            Which factor aggravates a freeze-thaw cycle and contributes to asphalt pavement deterioration?

                            Answer: B

                            Explanation:
                            Freeze-thaw pavement damage is driven bywater presencein cracks/voids and repeated freezing and thawing. When water enters pavement cracks and freezes, it expands and worsens cracking; repeated cycles promote disintegration and pothole formation. Poor drainage increases theavailability and residence time of waterin the pavement structure, so more water can infiltrate cracks and remain trapped in layers, intensifying freeze-thaw action and accelerating deterioration. This mechanism is consistent with documented observations that water entering cracks, freezing, and thawing expands cracks and breaks bonding, leading to potholes and rapid local deterioration under traffic. Therefore, among the given choices, the factor that most directly aggravates freeze-thaw cycles and contributes to asphalt deterioration ispoor drainage.


                            NEW QUESTION # 52
                            ......

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