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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
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
Surveying20%- Measurement and calculation techniques
  • 1. Computation and adjustment of survey data
  • 2. Field measurement procedures
- Surveying equipment and methods
  • 1. Total station and leveling instrument operation
  • 2. GPS and modern surveying technologies
Materials Testing20%- Soil mechanics and testing
  • 1. Soil classification and properties
  • 2. Compaction and bearing capacity tests
- Concrete and asphalt testing
  • 1. Field and laboratory testing procedures
  • 2. Mix design and quality control
Transportation Engineering20%- Traffic engineering
  • 1. Traffic flow and capacity analysis
  • 2. Signal design and traffic control
- Highway and road design
  • 1. Pavement design and materials
  • 2. Geometric design principles
Municipal Engineering20%- Wastewater and stormwater management
  • 1. Drainage and flood control
  • 2. Sanitary and storm sewer design
- Water supply and distribution
  • 1. Water quality and treatment basics
  • 2. Water system design and hydraulics

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q84-Q89):

NEW QUESTION # 84
A project manager is aware of a faulty fall protection railing. The safety issue is reported but not remedied or documented. In the event of an incident, what is the maximum penalty for the first offence under the Occupational Health and Safety Act?

Answer: C

Explanation:
Under Alberta's Occupational Health and Safety (OHS) legislation, enforcement includes significant penalties for contraventions, especially where hazards like fall protection are involved and an incident occurs. Alberta's official guidance on convictions under OHS legislation states that for afirst offenceunder the OHS Act, fines can beup to $500,000and/orup to 6 months in prisonper violation (with additional daily fines possible if the offence continues). This directly matches the option describing a$500,000 fine and/or six months' imprisonment. The other options (loss of business licence, mandatory five-year imprisonment, etc.) are not the stated maximum first-offence penalty in the cited OHS information. Therefore, the correct maximum penalty for the first offence isOption C.


NEW QUESTION # 85
What are the coordinates of the valve in the imagebelow?

Answer: A

Explanation:
On utility/site drawings, appurtenances such as valves are commonly identified by a symbol and associated callouts that provideNorthing (N)andEasting (E)coordinates. The correct coordinate pair is taken directly from the plan's valve label/callout corresponding to that specific symbol, not from nearby features or grid ticks. In the provided image, the valve's callout indicates a northing value beginning with4507and an easting value beginning with3350, which uniquely matches optionN 4507.25, E 3350.23. Construction surveying guidance notes that stakes/marks and field layout information are used to communicate precise location and grade, and coordinate-based layout is a standard method to reproduce design positions in the field. Therefore, selecting the coordinate pair that matches the valve's annotated northing and easting on the plan is the correct approach.


NEW QUESTION # 86
The invert elevation of a sanitary sewer line is 98.150 m, the pipe thickness is 12 mm and its outside diameter is 600 mm. Using the image below, what is the crown elevatf m

Answer: A

Explanation:
Invert elevation is the elevation of theinside bottomof the pipe. With outside diameterm and wall thicknessm, the inside diameter ism. The vertical distance from invert (inside bottom) to theoutside top of pipeism, giving the outside top-of-pipe elevation:m. The section detail in the provided image shows the vertical cover from top of pipe to top of asphaltas approximately2.476 m(dimensioned in the road section). Adding this cover gives the road crown elevation:m, matching optionA. This uses standard civil geometry conversions between invert, pipe dimensions, and surface elevations used in utility/roadway inspection and verification.


NEW QUESTION # 87
A site inspection reveals a beam that does not conform to Issued for Construction (IFC) drawings. What should be done?

Answer: A

Explanation:
When inspection identifies nonconforming work relative to IFC drawings, the inspector/technologist's role is todocumentthe condition (location, description, measurements, photos) andnotify the responsible design professional/engineerfor disposition. This aligns with formal quality control/assurance processes: field staff identify and record deviations; the engineer evaluates structural implications and issues written instructions (accept as-is, remediate, redesign, or replace). Acting unilaterally to remove a beam (option B) exceeds typical authority and may create safety and contractual issues. Simply filing without notification (C) fails to address a potentially serious structural deficiency. Rechecking the IFC calculations (D) is not the immediate construction control action; the priority is to initiate an engineering review of the nonconformance. Civil engineering project practice stresses maintaining complete inspection records and communicating significant issues through appropriate channels for corrective action. Therefore, the correct action isdocument the issue and notify the engineer.


NEW QUESTION # 88
A civil engineering technologist who works for a structural consulting firm discovered a conflict between the design and existing site conditions during the construction stage of the project. What type of site instruction should the technologist provide to the contractor to resolve the conflict?

Answer: B

Explanation:
A site instruction must be issued by the discipline responsible for the design scope affected by the conflict.
Here, the technologist works for astructural consulting firm, and the issue is a conflict between the structural designand existing site conditions discovered during construction. Structural conflicts may involve member sizes/locations, bearing details, reinforcement, connections, or foundation interfaces; correcting these requires structural review and direction to maintain code compliance and safety. Construction-phase administration practice is that deviations or conflicts identified on site are documented and routed to the responsible professional for resolution and issuance of direction consistent with the design intent. Because the conflict is within structural scope and must be resolved by structural engineering authority, the appropriate site instruction type isStructural.


NEW QUESTION # 89
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