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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Topic 1: 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 2: 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
Topic 3: Transportation Engineering20%- Highway and road design
  • 1. Pavement design and materials
  • 2. Geometric design principles
- Traffic engineering
  • 1. Traffic flow and capacity analysis
  • 2. Signal design and traffic control
Topic 4: Municipal Engineering20%- Wastewater and stormwater management
  • 1. Sanitary and storm sewer design
  • 2. Drainage and flood control
- Water supply and distribution
  • 1. Water system design and hydraulics
  • 2. Water quality and treatment basics
Topic 5: 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

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q95-Q100):

NEW QUESTION # 95
Why would an owner require COR certification from a contractor?

Answer: A

Explanation:
COR (Certificate of Recognition) is a Canadian occupational health and safety certification awarded to employers that implement and maintain anoccupational health and safety management system (OHSMS) that meets established standards and passes an audit. Government and regulator guidance describes COR as recognition that an employer's health and safety management system has been evaluated and meets provincial standards. Owners require COR because it provides evidence the contractor has astructured, audited safety management program(policies, hazard identification/control, training, incident management, and continuous improvement), which reduces project risk and supports due diligence. This aligns directly with option D, which focuses on aquality safety management program, rather than only first aid staffing, an informal
"good record," or general workers' compensation compliance.


NEW QUESTION # 96
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?

Answer: B

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 # 97
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 # 98
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: D

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 # 99
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


NEW QUESTION # 100
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