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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. Statics & Mechanics of Materials
            • 2. Fluid Mechanics & Hydraulics
              • 3. Surveying & Geomatics
                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
                        Structural Engineering20%- Structural Analysis & Design
                        • 1. Timber & Masonry Design
                          • 2. Concrete & Steel Structures

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                            Valid Civil-Engineering-Technology Exam Sample - Civil-Engineering-Technology PDF Guide

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q83-Q88):

                            NEW QUESTION # 83
                            A civil engineering technologist is completing quality control for a municipal design. When checking design calculations, the technologist notices errors in the design and final design drawings made by a senior structural engineer. The technologist suspects that the errors may result in the failure of a suspended slab/roof car parking area. What should be the primary consideration in this situation?

                            Answer: C

                            Explanation:
                            Engineering ethics and professional duty prioritizepublic protectionover hierarchy, convenience, or reputational concerns. Civil engineering ethics guidance explicitly states that engineers shallhold paramount the safety, health, and welfare of the public, and that when professional judgment is overruled under circumstances endangering public welfare, the engineer is expected to notify the client or appropriate authority. This principle is repeated in civil engineering professional canons (e.g., ASCE Fundamental Canon
                            1) and is treated as the primary criterion even when it conflicts with other pressures. In this scenario, suspected structural failure risk for a public parking slab/roof is a direct life-safety concern; therefore the technologist's primary consideration must be ensuring the issue is elevated and addressed to prevent unsafe construction or operation. Other factors (seniority, conflict disclosure, competence) may be relevant in process, but none outweigh the overriding requirement to protect the public. Hence,Option Cis correct.


                            NEW QUESTION # 84
                            What material property is measured by a sieve analysis?

                            Answer: B

                            Explanation:
                            Sieve analysis is the standard laboratory procedure used to determine theparticle size distributionof granular materials by passing a representative dry sample through a stack of sieves with progressively smaller openings and measuring the mass retained on each sieve. The result is a gradation curve (percent passing vs.
                            sieve size) that characterizes whether the material is well-graded, poorly graded, or gap graded, and it is foundational for specifying aggregates for concrete, asphalt, base course, and filters. Civil engineering materials references identify sieve analysis as the test used to determinegradationand classify soils
                            /aggregates by size ranges. Angularity is a shape characteristic not measured by sieve analysis; moisture- density relates to compaction testing; and "mass" is a measured quantity in the procedure, but the material property being determined is thegradation (particle size distribution). Therefore, the correct answer isD.


                            NEW QUESTION # 85
                            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 # 86
                            Which of the following statements best describes thefor piling loads in the diagram below?

                            Answer: B

                            Explanation:
                            For an axially loaded pile in compression, the resisting capacity comes from two primary components:end bearing at the tipandskin friction along the shaft. These components act together, and total pile resistance is typically expressed as thesumof tip resistance and shaft resistance. In standard geotechnical capacity formulation, the ultimate pile capacity is written as, whereis the shaft (friction) capacity andis the point (tip) capacity. Lindeburg's deep foundation section similarly explains that point-bearing and skin-friction capacities are simultaneously present to some degree in piles, and total support is based on their combined contribution. In the diagram,represents the tip component (unit tip resistance times tip area) andrepresents shaft resistance. Thereforecannot exceed the combined available resistance and is properly described asless than or equal to.


                            NEW QUESTION # 87
                            An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?

                            Answer: A

                            Explanation:
                            Engineered I-joists are proprietary structural products with capacity and allowable hole/notch limits governed by themanufacturer's engineeringand publishedspecifier guides/repair details. A hole at or near a bearing is particularly critical because shear demands and web stresses are highest near supports, and manufacturers explicitly restrict hole proximity to bearings and provide specific repair details when holes occur in sensitive zones. For example, Weyerhaeuser's TJI repair technical bulletin states conditions for repair applicability and includes "DO NOT" limitations related to holes overlapping the inside face of bearing and other proximity restrictions, indicating that manufacturer guidance controls whether a joist is acceptable and how it must be repaired. Industry good-practice guidance similarly emphasizes that manufacturer instructions must be followed and holes should not be over supports/bearings without approval and prescribed reinforcement.
                            Therefore, the best way to verify integrity is tocontact the manufacturer(or their engineering support) and follow their published repair/acceptance requirements.


                            NEW QUESTION # 88
                            ......

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