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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Topic 1: Civil Engineering Fundamentals25%- Engineering Mathematics & Applied Science
  • 1. Statics & Mechanics of Materials
    • 2. Surveying & Geomatics
      • 3. Fluid Mechanics & Hydraulics
        Topic 2: Geotechnical Engineering18%- Soil Mechanics & Foundation Engineering
        • 1. Soil Properties & Testing
          • 2. Earthworks & Retaining Structures
            Topic 3: Structural Engineering20%- Structural Analysis & Design
            • 1. Concrete & Steel Structures
              • 2. Timber & Masonry Design
                Topic 4: Transportation Engineering15%- Highway & Road Design
                • 1. Pavement Design & Materials
                  • 2. Traffic Engineering & Planning
                    Topic 5: Construction Management & Materials10%- Construction Methods & Project Management
                    • 1. Codes, Standards & Ethics
                      • 2. Construction Materials & Quality Control
                        Topic 6: Water Resources & Environmental Engineering12%- Hydrology & Water Systems
                        • 1. Wastewater & Water Treatment
                          • 2. Environmental Regulations & Sustainability

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                            CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q91-Q96):

                            NEW QUESTION # 91
                            The graph below is used for tracking progress and costs of a project for a client. What can be concluded about the project at week 10?

                            Answer: D

                            Explanation:
                            This type of chart is anEarned Value Management (EVM)progress/cost graph, typically showingPlanned Value (PV),Earned Value (EV), andActual Cost (AC)over time. Schedule performance at a given date (week 10) is determined by comparingEVtoPV. IfEV < PV, the amount of work actually accomplished (earned) is less than what was planned by that date, meaning the project isbehind schedule(Schedule Performance Index). In the provided graph, atweek 10theEV curve is below the PV curve, so the project has completed less work than planned by week 10, indicating schedule slippage. Budget performance is assessed separately by comparingEVtoAC(Cost Performance Index), but the question asks what can be concluded at week 10: the clear conclusion supported by the curves isbehind schedulebecause EV is lower than PV at week 10.


                            NEW QUESTION # 92
                            Which of the following tests are required as part of soil grain size analysis?

                            Answer: C

                            Explanation:
                            Soilgrain size analysisdetermines the particle-size distribution across coarse and fine fractions. Coarse particles (sand and gravel) are sized bysieve analysis, where the sample is passed through a stack of sieves and the mass retained on each sieve is measured to build the gradation curve. Fine particles (silt and clay) are too small for practical sieving and are therefore sized usingsedimentation methods, most commonly the hydrometer test, which infers particle sizes from settling velocity in a suspension. This combined approach (sieve for coarse, hydrometer for fines) is standard in civil geotechnical testing programs because it produces a continuous particle-size distribution needed for soil classification and engineering assessment. Atterberg limits (LL/PL) areconsistency/plasticitytests for fine-grained soils-not grain size tests-so they are not the required fine-fraction method for grain-size analysis. Therefore, the correct combination for grain size analysis issieve analysis for coarse grains and hydrometer test for fine grains.


                            NEW QUESTION # 93
                            What test should be used to determine the compressive strength of concrete?

                            Answer: A

                            Explanation:
                            Concrete compressive strength is determined by loading astandard molded specimento failure in a compression testing machine and calculating strength from the peak load divided by the specimen's cross- sectional area. The common acceptance specimen for cast-in-place concrete is acylinder, produced and cured using standardized procedures to ensure that test results reliably represent the delivered concrete. Civil engineering materials references describe compressive strength testing as the principal measure used to verify compliance with specified strength (f'c), and that cylinder specimens are tested in compression to determine the maximum stress sustained.
                            A slump test measures workability/consistency, an air test measures entrained air content, and sieve testing measures aggregate gradation-none of these directly measure compressive strength. Therefore, the required test for compressive strength is thecylinder test (Option B).


                            NEW QUESTION # 94
                            A civil engineering technologist asked an engineer in training (EIT) to write a deficiency report. After a few revisions, the report is still disorganized and has errors. What would be an appropriate action to take for the technologist?

                            Answer: D

                            Explanation:
                            Deficiency reports are project records that must be clear, accurate, and professionally defensible because they can affect acceptance, payment, corrective work, and potential disputes. When an EIT's report remains disorganized after multiple revisions, the appropriate next step is active coaching to bring the document to an acceptable standard while building the EIT's competence. Civil engineering practice emphasizes truthful, objective professional reporting founded on adequate knowledge and careful documentation. In construction- phase administration, effective project performance depends on frequent communication and monitoring, and the quality of project documentation directly supports decisions and follow-up actions. Assisting the EIT in rewriting preserves accountability (the EIT learns and improves), strengthens the quality of the final record, and supports timely resolution of deficiencies without escalating prematurely. Simply finishing the document on their behalf removes the learning opportunity and can mask competency gaps; reporting them immediately to a supervisor is disproportionate when a direct corrective mentorship step is available. Therefore, the technologist shouldassist the EIT in re-writing the report.


                            NEW QUESTION # 95
                            A cologist is required to inspect the installation of a sanitary service pipe to confirm the slope. The technologist measures an elevation of 705.667 at the end of the service and 705.202 at the main. The horizontal measurement from the main to the end of the service is 22.10 m. What is the slope of the pipe?

                            Answer: B

                            Explanation:
                            Pipe slope is computed asrise (or fall) divided by run, expressed as a percent:
                            This matches standard civil engineering definitions of grade/slope as elevation change over horizontal distance.
                            Here, the elevation drop from the service end to the ma5.202 =0.465 m.
                            Horizontal distance (run) =22.10 m.
                            Slope = 0.465 / 22.10 = 0.02104 =2.104%, which rounds to2.1%.
                            This calculation reflects standard practice used in roadway and pipeline work for checking grades, confirming that installed utilities meet design slopes for gravity flow. The answer choice that matches the computed slope is2.1% (Option C).


                            NEW QUESTION # 96
                            ......

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