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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Transportation Engineering15%- Highway & Road Design
  • 1. Pavement Design & Materials
    • 2. Traffic Engineering & Planning
      Civil Engineering Fundamentals25%- Engineering Mathematics & Applied Science
      • 1. Fluid Mechanics & Hydraulics
        • 2. Statics & Mechanics of Materials
          • 3. Surveying & Geomatics
            Geotechnical Engineering18%- Soil Mechanics & Foundation Engineering
            • 1. Soil Properties & Testing
              • 2. Earthworks & Retaining Structures
                Water Resources & Environmental Engineering12%- Hydrology & Water Systems
                • 1. Wastewater & Water Treatment
                  • 2. Environmental Regulations & Sustainability
                    Construction Management & Materials10%- Construction Methods & Project Management
                    • 1. Construction Materials & Quality Control
                      • 2. Codes, Standards & Ethics
                        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 (Q106-Q111):

                            NEW QUESTION # 106
                            A civil engineering technologist who works for a structural consulting firm discovered a conflict between the design and existing site conditions during the construction stage of the project. What type of site instruction should the technologist provide to the contractor to resolve the conflict?

                            Answer: D

                            Explanation:
                            A site instruction must be issued by the discipline responsible for the design scope affected by the conflict.
                            Here, the technologist works for astructural consulting firm, and the issue is a conflict between the structural designand existing site conditions discovered during construction. Structural conflicts may involve member sizes/locations, bearing details, reinforcement, connections, or foundation interfaces; correcting these requires structural review and direction to maintain code compliance and safety. Construction-phase administration practice is that deviations or conflicts identified on site are documented and routed to the responsible professional for resolution and issuance of direction consistent with the design intent. Because the conflict is within structural scope and must be resolved by structural engineering authority, the appropriate site instruction type isStructural.


                            NEW QUESTION # 107
                            Which are five different types of driver maneuvers a technologist must consider when designing an at-grade intersection?

                            Answer: D

                            Explanation:
                            At-grade intersection design is governed by how vehicle paths interact-i.e., the fundamentalconflict types and maneuver classes that must be accommodated by geometry, channelization, and traffic control. AASHTO' s intersection chapter explicitly categorizes vehicular conflict points and illustrates them using the maneuver typesdiverging, merging, and crossing, and it addresses how turning movements create and interact with these conflicts within the functional area of intersections.
                            In addition, AASHTO describesweavingas the condition where one-way traffic streams cross bymerging and divergingmaneuvers-another key operational behavior that affects design and level of service.
                            Putting these together, the five maneuvers a technologist must consider in intersection design arediverging, merging, weaving, crossing, and turning, which corresponds exactly toOption B.


                            NEW QUESTION # 108
                            A 500 mm diameter corrugated steel culvert conveys storm water under a road. The inlet end projects from the road embankment fill. How much flow (m³/s) can the culvert handle before the headwater depth is greater than the culvert diameter?

                            Answer: B

                            Explanation:
                            For a projecting inlet, the controlling condition is typicallyinlet controlat relatively low headwater ratios.
                            Using the FHWA/HDS-5 style inlet-control nomographs reproduced in the Minnesota DOT Drainage Manual (Chart 2: "Headwater depth for C.M. pipe culverts with inlet control"), a corrugated metal pipe (CMP) with a diameter near500 mm (# 20 in.)and aprojectingentrance type corresponds to a discharge on the order of~7 cfs whenHW/D # 1.0(headwater approximately equal to the culvert diameter). Converting 7 cfs to SI givesm³/s.
                            This magnitude is consistent with the inlet-control relationship that headwater increases with discharge for a given culvert diameter and entrance configuration, and that small culverts (0.5 m) carry flows measured in tenths of m³/s, not multiple m³/s at HW/D # 1.


                            NEW QUESTION # 109
                            According to Occupational Health and Safety legislation, who is responsible for safety in the workplace?

                            Answer: B

                            Explanation:
                            Workplace safety is ashared responsibilityframework: employers must establish systems, provide training, supervision, and hazard controls, while employees must follow procedures, use PPE, and work safely. Safety manuals used on construction projects reflect this shared-duty approach by requiring employer-provided programs and controls and worker compliance and participation. For example, project safety planning requires hazard identification, training, PPE compliance, and exposure monitoring processes-elements that depend on both management implementation and worker adherence. In multi-employer construction environments, prime contractors coordinate compliance, but this does not eliminate the duties of employers and workers; rather, responsibilities are distributed across roles. Therefore, among the options, the most accurate statement aligned with typical OHS legislative principles is thatemployees and employersare responsible for safety in the workplace.


                            NEW QUESTION # 110
                            Which of the following tests would most likely be used to determine if engineered fill was placed to meet contract specifications?

                            Answer: C

                            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 # 111
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