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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q86-Q91):

                            NEW QUESTION # 86
                            Which structural components are indicated by the letters A, B, C, and D in the image below?

                            Answer: C

                            Explanation:
                            Comprehensive and Detailed 150 to 200 words of Explanation From Civil Engineerurces:
                            The depicted assembly is a typical framed deck platform: verticalpostssupport larger horizontal members ( beams/girders) which in turn support closely spacedjoists, with thedeckinglayer on top forming the walking surface. Structural terminology distinguishes ajoistas a secondary member supporting floors/roofs, while decking(planking/metal deck/boards) forms the surface supported by joists. EM 385-1-1 defines steel joists as secondary load-carrying members used to support floors and roofs, and it uses "metal decking" as the surface system placed on framing members/joists-confirming the joist-decking relationship in structural assemblies.
                            The image's labels correspond to: A =post(vertical support), B =joist(repetitive smaller members), C =beam (primary horizontal support under joists), and D =decking(top surface). That mapping matches optionC.


                            NEW QUESTION # 87
                            Who is responsible for establishing and maintaining a system that is compliant with the Occupational Health and Safety Act in a workplace?

                            Answer: A

                            Explanation:
                            On multi-employer construction work sites, Occupational Health and Safety frameworks commonly assign a coordinating duty to aprime contractor(or equivalent controlling entity) to ensure site-wide compliance. This role exists because multiple employers and subcontractors may be present, and safety responsibilities must be coordinated through one accountable system. Alberta's OHS guidance, for example, states that the prime contractor mustestablish and maintain a system or process that ensures compliancewith the Occupational Health and Safety Act, Regulation, and Code at the work site, including coordinating the health and safety activities of all employers. This does not remove duties from subcontractors or workers, but it makes the prime contractor the party responsible for the overarching compliance system (e.g., site safety plan, coordination, hazard controls, cooperation processes). Therefore, the correct answer isPrime contractor.


                            NEW QUESTION # 88
                            A contractor fails to make the necessary repairs on the deficiency list within the specified timeline and refuses to return to the site. How should the owner proceed in this situation?

                            Answer: B

                            Explanation:
                            A performance bond is a form ofperformance securityintended to protect the owner (obligee) if the contractor defaults on contractual obligations-such as refusing to return to correct deficiencies. Guidance on construction bonds explains that performance bonds provide the employer/owner a remedy when a contractor fails to fulfill obligations, allowing the owner to access bond proceeds or require the surety's involvement to address non-performance (often to fund completion/correction or compel action, subject to bond terms and notice requirements). Practical bond guidance also notes that the presence (or threat) of a bond call can be used to persuade a contractor to return to site to correct defects, and that bonds are specifically used to address contractor default. Therefore, when a contractor refuses to return and deficiencies remain unresolved within the required timeline, the appropriate owner action-following the bond's procedural requirements-is to engage the contractor's performance bond.


                            NEW QUESTION # 89
                            A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?

                            Answer: A

                            Explanation:
                            Concrete cylinder samples must represent thedelivered batch, so sampling must avoid the non-representative portions at the beginning and end of discharge where segregation and water/aggregate distribution can differ.
                            ASTM C172/C172M sampling practice requires collecting acomposite samplefrom themiddle portionof the load: specifically, not before about10%and not after about90%of the batch has been discharged, using two or more portions taken at regularly spaced intervals. A paper hosted by ASTM discussing sampling from truck mixers references ASTM C172/C172M and its requirement for collecting multiple portions from the discharged batch. Training/field guidance consistent with ASTM C172 also states sampling should occur after
                            ~10% and before ~90% of discharge (i.e., the middle of the load). Therefore, the correct answer isin the middle of the load (Option C).


                            NEW QUESTION # 90
                            A surveyor is laying out the invert elevations of a storm sewer. Centre elevation is 10 m, storm pipe outside diameter is 1 m, and storm sewer pipe wall thickness is 0.05 m. What is the storm sewer invert elevation in the diagram below?

                            Answer: C

                            Explanation:
                            Theinvert elevationis the elevation of theinside bottomof the pipe (flow line). To compute invert from a reference elevation, the key geometry is theinside radius(half the inside diameter). Given an outside diameter (OD) of 1.00 m and wall thickness of 0.05 m, the inside diameter (ID) is: ID = 1.00 # 2(0.05) =0.90 m, so inside radius =0.45 m. The diagram indicates the pipe is located such that thepipe centreline elevationis at
                            7.00 m(derived from the shown vertical offset from the 10.00 m center elevation to the pipe center). The invert is therefore: 7.00 # 0.45 =6.55 m. Civil references define invert as the interior bottom of the conduit and use inside radius/diameter relationships when converting from centreline to invert. Hence, the correct invert elevation shown by the diagram and pipe geometry is6.55 m.


                            NEW QUESTION # 91
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