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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q63-Q68):

                            NEW QUESTION # 63
                            Whatto determine the compressive strength of concrete?

                            Answer: C


                            NEW QUESTION # 64
                            The k-value in a vertical curve design defines the horizontal distance required to make a 1% change in the gradient. Provided that the stopping sight distance is the same, the uphill grade is 1%, the downhill grade is #0.
                            5%, and the design speed is 90 km/h, what is the length of the vertical curve?

                            Answer: A

                            Explanation:
                            For vertical curves, AASHTO uses theK valuedefined as, whereis curve length (m) andis the algebraic difference in grades (percent). Here,and, so. Withstopping sight distance controlled by the same criterion(i.
                            e., the applicable K value for the given design speed remains the same), length is found from. For 90 km/h, the SSD-based K for the controlling curve type yieldsthat corresponds to60 mforper the provided choices.
                            This reflects standard vertical-curve practice: once K is set by SSD for the design speed, length scales linearly with the grade difference.


                            NEW QUESTION # 65
                            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 # 66
                            Which of the following situations would cause the most serious delay on a project?

                            Answer: A

                            Explanation:
                            Unexpected discovery ofhuman remains/burials(or suspected remains) during excavation can trigger immediate legal and procedural requirements that typically halt work in the affected area. Environmental and regulatory guidance for construction sites commonly instructs contractors tostop workand notify appropriate authorities (e.g., police/coroner and archaeological authorities) when human skeletal remains are found. This can lead to investigations, permitting/licensing, archaeological excavation, and documentation, all of which may significantly disrupt sequencing and access and can extend for days to months depending on findings and jurisdictional requirements. In contrast, a single non-fatal injury, a flooded trench, or a ruptured gas service line can be serious and may cause delays, but they are often addressed through emergency response and repair
                            /restoration measures within defined operational procedures. Because discoveries of bones/remains can impose mandatory stoppages and third-party involvement before work can resume, they are typically among the most serious schedule impacts.


                            NEW QUESTION # 67
                            What is the main reason for taking handwritten notes while surveying?

                            Answer: D

                            Explanation:
                            Survey work depends on traceable, reproducible observations. Handwritten field notes (field book entries, sketches, stationing, and benchmark ties) function as theprimary recordof what was measured, under what conditions, and how control was established. Lindeburg describes that elevations of temporary benchmarks are generally found infield notesand local official filings, reflecting that field notes are treated as an enduring record used later for computations, verification, and re-establishment of control. This is why good surveying practice emphasizes complete notes, clear sketches, and unambiguous identification of points-so results can be checked, recalculated, and defended long after the crew leaves site. While survey data supports mapping and may indirectly support disputes, the fundamental purpose of handwritten notes is to create apermanent, auditable recordof survey results and control ties.


                            NEW QUESTION # 68
                            ......

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