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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Topic 1: Transportation Engineering20%- Highway and road design
  • 1. Pavement design and materials
  • 2. Geometric design principles
- Traffic engineering
  • 1. Signal design and traffic control
  • 2. Traffic flow and capacity analysis
Topic 2: Surveying20%- Surveying equipment and methods
  • 1. GPS and modern surveying technologies
  • 2. Total station and leveling instrument operation
- Measurement and calculation techniques
  • 1. Computation and adjustment of survey data
  • 2. Field measurement procedures
Topic 3: Municipal Engineering20%- Wastewater and stormwater management
  • 1. Drainage and flood control
  • 2. Sanitary and storm sewer design
- Water supply and distribution
  • 1. Water system design and hydraulics
  • 2. Water quality and treatment basics
Topic 4: Structural Design Fundamentals20%- Structural analysis
  • 1. Analysis of beams, columns, and frames
  • 2. Load determination and load paths
- Design of structural elements
  • 1. Steel and timber design basics
  • 2. Reinforced concrete design
Topic 5: Materials Testing20%- Soil mechanics and testing
  • 1. Compaction and bearing capacity tests
  • 2. Soil classification and properties
- Concrete and asphalt testing
  • 1. Mix design and quality control
  • 2. Field and laboratory testing procedures

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q97-Q102):

NEW QUESTION # 97
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 # 98
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: D

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 # 99
A civil engineering technologist is undertaking a final acceptance review of a subdivision. The technologist finds 35 m of deficient sidewalk and three hydrants which were not tested. As part of final acceptance, what should be done to ensure the hydrants get tested and the sidewalk is repaired?

Answer: B

Explanation:
Final acceptance requires that outstanding deficiencies be clearly identified and tracked to closure. Industry closeout practice uses adeficiency list (punch list/snag list)that itemizes nonconforming work and incomplete testing, and it is issued to the contractor so corrective actions can be completed before final acceptance is granted. A punch/deficiency list is specifically described as a document prepared near the end of a project that lists items that do not conform and must be rectified before completion certification. Best practice is to recordprecise locations(and identifiers like hydrant numbers), often with photos or plan references, to avoid ambiguity and ensure corrective work is verifiable. Verbal communication alone is not sufficiently traceable, and simply noting quantities without locations can lead to missed items and disputes.
Therefore, the correct action is todocument the locations and forward the deficiency list to the contractor so testing and repairs are completed and can be re-inspected for acceptance.


NEW QUESTION # 100
Which of the following should be performed to determine the cumulative effect of a land development project on land, air, and water?

Answer: D

Explanation:
"Cumulative effects" refers to the combined impacts of a project together with other past, present, and reasonably foreseeable actions on environmental components (land, air, water, ecosystems, and community receptors). Determining cumulative effects is a core function ofenvironmental assessment (EA/EIA), where project impacts are evaluated not in isolation but in combination with other stressors and developments.
Regulatory EA guidance and practice routinely include acumulative effects assessmentchapter/section in the environmental statement, explicitly addressing how multiple activities interact across time and space.
Preliminary surveys and aerial surveys are data-collection tools that may support EA, and urban services design is an engineering design activity, but neither is the formal process for assessing cumulative land/air
/water impacts. Therefore, the correct selection isEnvironmental assessment.


NEW QUESTION # 101
A continuous bridge spans over multiple piers. If one of the piers collapsain standing because the adjacent piers will pick up the load. What type of redundancy does the bridge have?

Answer: A

Explanation:
The scenario describes the bridge continuing to stand after a support failure because loads can be redistributed through alternate routesto the remaining supports. That is the essence ofalternate load paths
, i.e.,load path redundancy. Petroski explains bridge failures where collapse occurred because there wasno alternate load pathcapable of supporting rerouted loads after a component became loose, highlighting that survival depends on alternate load paths. He also notes designers try to buildalternate load pathsso stresses can reroute when one load path becomes unavailable. Labi similarly describes redundancy as having another member/component "there to play its role" in the event of failure, enab when a component is out of service.
Because the bridge remains standing due to load redistribution to adjacent supports, the redundancy type is best identified dancy.


NEW QUESTION # 102
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