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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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                            Free PDF First-grade CTTAM Civil-Engineering-Technology - Well Technical Examination - Civil Engineering Technology C.E.T Prep

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q43-Q48):

                            NEW QUESTION # 43
                            For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?

                            Answer: B


                            NEW QUESTION # 44
                            Which of the following statements best describes thefor piling loads in the diagram below?

                            Answer: C

                            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 # 45
                            The road cross sections shown have chainage (CH) 1+100 and 1+200. What is the volume of sub-grade material if an averaging method is applied?

                            Answer: A

                            Explanation:
                            The averaging method for earthworks between two stations is theAverage End Areamethod:
                            whereandare the end areas at the two cross sections andis the station spacing. Here, CH 1+100 to 1+200 givesm. From the cross-section labels in the figure, the two sub-grade areas sum to4.26 m²(e.g., approximately 1.31 m² and 2.95 m²), so the average area ism². Multiply by length:m³. This is the standard approach used for roadway cut/fill and subgrade volume computations between surveyed sections.


                            NEW QUESTION # 46
                            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: A

                            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 # 47
                            A civil engineering technologist is performing a concrete test on a site. What minimum number of cylinders should the technologist make?

                            Answer: C

                            Explanation:
                            Concrete compressive strength is verified using standardized specimens that represent the delivered concrete.
                            A typical field/lab testing program preparesa set of cylindersso strength can be checked at standard ages and so at least one specimen remains available if a test is invalid or confirmation is required. InExperiment Design for Civil Engineering, the compressive strength procedure explicitly states thatsets of four cylindersshould be prepared and thenone cylinder from each setis tested at7, 14, 21, and 28 days. This "four-cylinder set" directly supports the minimum needed to obtain a time-history of strength development through the common curing ages used in practice and referenced by ASTM C39 age tolerances. While many projects may require additional cylinders (for 7-day early breaks, hold cylinders, or additional acceptance tests), the question asks theminimumnumber, and the documented testing set described isfour.


                            NEW QUESTION # 48
                            ......

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