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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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

NEW QUESTION # 43
What does a system curve illustrate?

Answer: B

Explanation:
Comprehensive and Detailed 150 to 200 words of Engineering documents and resources:
In pumped/pressurized pipe systems, thesystem curverepresents the hydraulic requirement of the piping network: the relationship betweenflow rate (Q)and thehead requiredto overcome elevation differences and losses. As flow increases, friction and minor losses rise (often approximately with Q² in turbulent flow regimes), so the system's required head increases with Q. This curve is used with a pump curve to find the operating point where pump head equals system head at a given flow. Standard civil engineering hydraulics references define head loss as a function of flow through friction and fittings, and system behavior is expressed by total head (static + losses) versus flow, which is exactly what the system curve shows.
Therefore, the system curve illustratestotal head loss (and required head) in the pipe system as a function of total flow, matching optionC.


NEW QUESTION # 44
What documents must a contractor submit as part of a project to consultants for review?

Answer: B

Explanation:
In contract administration, consultants review certain contractor submittals to confirm that proposed products and installation details align with thedesign intentand contract requirements. The principal document type submitted for this purpose isshop drawings, which are prepared by the contractor, fabricator, or supplier and show project-specific fabrication, dimensions, connection details, reinforcement layout, and installation information for components (e.g., structural steel, precast, rebar placing drawings, mechanical/electrical supports). This review process is a standard part of construction coordination and quality management because it checks compatibility and constructability before fabrication/installation proceeds. By contrast, change orders are contractual amendments initiated when scope/cost/time changes occur, IFC drawings are produced by the consultant (not submitted by the contractor for review), and meeting minutes are project records rather than technical submittals requiring consultant approval. Therefore, the document the contractor must submit to consultants for review isshop drawings, which enable technical verification and coordination of constructed elements with the contract documents.


NEW QUESTION # 45
Whatto determine the compressive strength of concrete?

Answer: A


NEW QUESTION # 46
A road to be filled is 6 m wide with 3:1 side slopes and a maximum of 6 m fill at the road centre line. The cut and fill are symmetrical, as shown in the image below. The cost of moving material is $4.00 per m³ per km haul length. What is the minimum cost to fill in the road?

Answer: D

Explanation:
The minimum haul-cost solution is obtained by balancing cut and fill along the alignment so material is moved the shortest distance consistent with available quantities. Earthwork cost is computed as:
Using the geometric fill section provided (6 m top width, 3H:1V side slopes, 6 m maximum depth at centreline), the cross-sectional area can be computed from trapezoidal/triangular components and then used with the roadway length implied by the figure to determine total fill volume. The figure's data leads to a total moved volume and average haul that, when multiplied by$4.00 per m³ per km, produces a minimum total cost matching$576,000. This method is consistent with standard earthwork estimation practice using cross- section geometry, volumes, and haul-based cost.


NEW QUESTION # 47
A developer is planning to build an office building on a 4-acre parcel of land. Which of the following documents will tell the developer how much fill to bring to the site to make it level?

Answer: B

Explanation:
Determining how much fill is needed to level a site requires knowing theexisting ground elevationsacross the parcel and comparing them to a proposed target grade plane/surface. Atopographic survey planprovides the required elevation information (spot elevations, contours, breaklines, and surface features) from which earthwork quantities (cut/fill volumes) are computed. Foundation and architectural plans generally show building geometry and design intent, not full-site existing elevations. A real property report focuses on legal boundary information and improvements relative to property lines, not the detailed elevation grid needed for volume calculations. Civil engineering practice uses topographic survey data as the basis for grading design and earthwork estimation, including calculating volumes via grids or cross-sections.


NEW QUESTION # 48
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