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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Structural Design Fundamentals20%- Structural analysis
  • 1. Load determination and load paths
  • 2. Analysis of beams, columns, and frames
- Design of structural elements
  • 1. Steel and timber design basics
  • 2. Reinforced concrete design
Materials Testing20%- Concrete and asphalt testing
  • 1. Mix design and quality control
  • 2. Field and laboratory testing procedures
- Soil mechanics and testing
  • 1. Compaction and bearing capacity tests
  • 2. Soil classification and properties
Municipal Engineering20%- Water supply and distribution
  • 1. Water system design and hydraulics
  • 2. Water quality and treatment basics
- Wastewater and stormwater management
  • 1. Sanitary and storm sewer design
  • 2. Drainage and flood control
Surveying20%- Surveying equipment and methods
  • 1. GPS and modern surveying technologies
  • 2. Total station and leveling instrument operation
- Measurement and calculation techniques
  • 1. Field measurement procedures
  • 2. Computation and adjustment of survey data
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 (Q34-Q39):

NEW QUESTION # 34
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: D

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 # 35
What subsurface sampling would be most likely conducted during a preliminary site investigation for a proposed building?

Answer: D

Explanation:
A preliminary site investigation for a building focuses on defining subsurface stratigraphy and basic engineering characteristics byexploring the ground and documenting soil/rock conditions versus depth.
Standard practice usesborings (drilling/boring)to obtain samples and observations, which are then recorded asborehole logsdescribing layers, groundwater, and recovered materials. The sampling provides representative soils for index testing and classification, but the fundamental "subsurface sampling" deliverables at the preliminary stage are thesoil samples retrievedand theborehole logsthat document what was encountered. Broader design deliverables like grading plans, final elevations, or pavement Marshall testing are not part of preliminary geotechnical sampling for a building footprint. Civil engineering references describe subsurface exploration as involving drilling/boring and retrieving soil/rock samples at various depths, with the engineer examining cuttings and recovered samples to characterize the profile-information typically captured in borehole logs.


NEW QUESTION # 36
A civil engineering technologist is working on a foundation design and needs to differentiate between different sections of a footing and the point where the vertical pressure is applied. In the diagram, what is represented by letters A, B, and C?

Answer: B

Explanation:
In shallow foundation terminology, thefootingis the widened base element that transfers loads to soil over a larger area to reduce bearing pressure, while apedestalis the short vertical element (often concrete) that supports a column or provides an interface between the column/base plate and the footing. Vertical load from the superstructure is shown as adownward forceapplied at the top of the pedestal/column location, representing thevertical pressure/loadtransmitted into the foundation system. In the diagram, letterBpoints to the large horizontal base element (the footing), letterApoints to the smaller vertical block above it (the pedestal), and letterCmarks the downward applied load. This matches standard foundation component identification used in structural and geotechnical detailing: pedestal above, footing below, and vertical load applied at the top of the pedestal/column line of action.


NEW QUESTION # 37
Which of the following tests would most likely be used to determine if engineered fill was placed to meet contract specifications?

Answer: A

Explanation:
Engineered fill specifications are typically written in terms ofminimum relative compaction (RC)and an acceptable moisture range (often around optimum moisture content). Field verification therefore focuses on whether placed lift material achieves the specifiedin-place dry densityrelative to the laboratory maximum dry density (from Proctor testing). The compaction test (field density test) directly measures whether the fill meets the specified RC requirement. Civil engineering references describe that grading specifications set a minimum acceptable density (relative compaction) and acceptable water content range, and that the Proctor test establishes the laboratory maximum dry density and optimum moisture content used as the basis for compaction acceptance. Moisture checks alone do not confirm achieved density; sieve analysis is gradation, and triaxial testing is shear strength characterization rather than placement acceptance. Therefore, the most appropriate test to confirm engineered fill meets contract compaction requirements is acompaction test.


NEW QUESTION # 38
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?

Answer: A

Explanation:
Concrete cylinder samples must represent thedelivered batch, so sampling must avoid the non-representative portions at the beginning and end of discharge where segregation and water/aggregate distribution can differ.
ASTM C172/C172M sampling practice requires collecting acomposite samplefrom themiddle portionof the load: specifically, not before about10%and not after about90%of the batch has been discharged, using two or more portions taken at regularly spaced intervals. A paper hosted by ASTM discussing sampling from truck mixers references ASTM C172/C172M and its requirement for collecting multiple portions from the discharged batch. Training/field guidance consistent with ASTM C172 also states sampling should occur after
~10% and before ~90% of discharge (i.e., the middle of the load). Therefore, the correct answer isin the middle of the load (Option C).


NEW QUESTION # 39
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