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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q96-Q101):

                            NEW QUESTION # 96
                            What type of survey stake is shown in the image below?

                            Answer: C

                            Explanation:
                            Acentreline stakeis used to mark the roadway/control alignment in the field, typically at stations, and is identified by centreline-related notation rather than cut/fill or slope-to-daylight information. In the image, the stake is marked in a way consistent withcentreline stationing/control(as opposed to slope stakes, which typically include slope ratio, offset, and cut/fill to finished grade, or benchmark stakes, which serve as elevation control points). Standard construction staking guidance notes that stake markings communicate what line is being staked (e.g.,CL) and its relationship to stationing and control.
                            Because the stake is presented as a control point for alignment (centreline) rather than a grade/slope instruction, it is best classified as acentreline stake.


                            NEW QUESTION # 97
                            Prior to entering an active construction site, what must all visitors do?

                            Answer: B

                            Explanation:
                            Active construction sites present immediate hazards (struck-by, slips/trips, falling objects, dust/noise, and equipment interaction). Safety standards require that anyone entering hazard areas wear therequired PPEfor that site (hard hat, safety footwear, high-visibility apparel, eye protection, etc.) as dictated by the site's hazard assessment and rules. EM 385-1-1 requires PPE use appropriate to exposures and includes provisions for visitors/inspectors/survey crews who may be exposed to construction hazards and traffic/equipment. While checking in or notifying supervision may be a site rule, the universally mandatory precondition for entry into active work zones is wearingappropriate PPE, because it is the primary control that reduces immediate injury risk upon entering the site environment. Therefore, the correct choice isA.


                            NEW QUESTION # 98
                            Which of the following correctly indicates the information that must be provided on a site plan?

                            Answer: D

                            Explanation:
                            A site plan is a permitting and construction control document that must allow reviewers and builders to verify property identification,zoning compliance, andgrading/drainage intent. Thelegal descriptionidentifies the parcel unambiguously for land/title and municipal records.Setback distancesare required to demonstrate compliance with zoning bylaws (front/rear/side yard requirements, easements, and building placement).Finish gradesare required to show how the site will drain, how elevations relate to adjacent properties and infrastructure, and to support earthworks and servicing design. Together, these three items are the common minimum "must-have" information set: legal description (what lot), setbacks (where you can build), and finish grades (how the site will be shaped and drained). Civil engineering site development practice treats these as core content of a site plan because they support approvals and constructability.


                            NEW QUESTION # 99
                            What information is provided by a 5-point Proctor density test on a soil sample?

                            Answer: B

                            Explanation:
                            A Proctor compaction test is performed by compacting the same soil at several different moisture contents, calculatingdry densityfor each point, and plotting dry density versus moisture content to form thecompaction curve. The curve's peak defines two key outputs:maximum dry density (MDD)and its corresponding optimum moisture content (OMC). Standard descriptions note the test is commonly run at aboutfive moisture contents("5-point" curve) specifically to determineand. These outputs are then used in specifications and field QA/QC (relative compaction and moisture window). The test does not directly give maximum particle size (that's from gradation/sieve analysis), nor does it define "maximum density at current moisture" as a standalone acceptance criterion. Therefore, the correct statement is that a 5-point Proctor providesmaximum density at optimum moisture content.


                            NEW QUESTION # 100
                            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: D

                            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 # 101
                            ......

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