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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

Section	Weight	Objectives
Topic 1: Municipal Engineering	20%	- Water supply and distribution 1. Water system design and hydraulics 2. Water quality and treatment basics - Wastewater and stormwater management 1. Drainage and flood control 2. Sanitary and storm sewer design
Topic 2: Transportation Engineering	20%	- Traffic engineering 1. Signal design and traffic control 2. Traffic flow and capacity analysis - Highway and road design 1. Pavement design and materials 2. Geometric design principles
Topic 3: Structural Design Fundamentals	20%	- 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 4: Materials Testing	20%	- Soil mechanics and testing 1. Compaction and bearing capacity tests 2. Soil classification and properties - Concrete and asphalt testing 1. Field and laboratory testing procedures 2. Mix design and quality control
Topic 5: Surveying	20%	- Measurement and calculation techniques 1. Computation and adjustment of survey data 2. Field measurement procedures - Surveying equipment and methods 1. GPS and modern surveying technologies 2. Total station and leveling instrument operation

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CTTAM Technical Examination - Civil Engineering Technology C.E.T 認定 Civil-Engineering-Technology 試験問題 (Q63-Q68):

質問 # 63
In which step in this diagram will a general contractor need to consider their bonding capacity?

A. Notify subcontractors
B. Management review
C. Decision to bid
D. Complete bid report

正解：C

解説：
Bonding capacity is a contractor's available surety credit-how much bonded work they can carry at once and still qualify for required bid/performance/payment bonds. This must be evaluatedbeforecommitting to pursue the tender, because the ability to provide bonding is often amandatory bid requirementand affects whether the contractor can submit a compliant bid and subsequently execute the contract. If bonding is not available (or limits would be exceeded), time spent on pricing, subcontractor solicitation, and bid compilation may be wasted and could expose the firm to reputational and procurement risk. Construction project delivery and contracting processes emphasize early go/no-go decisions based on constraints (capacity, risk, resources, financial/security requirements) before major estimating effort is expended. Therefore, bonding capacity should be considered at the earliest gate where the firm commits to compete-the decision to bid-so the contractor confirms eligibility and capability before mobilizing the full bid preparation process.

質問 # 64
The critical path refers to which of the following series of tasks in a schedule?

A. Those that dictate the start date of a project
B. Those that dictate the final cut and fills in a project
C. eect
D. Those that dictate the final cost of a project

正解：C

解説：
The critical path is thelongest-duration paththrough a project network schedule and represents the sequence of activities withzero (or minimal) float. Because activities on this path have no schedule slack, any delay to a critical-path activity delays theproject completionunless mitigated (e.g., crashing, fast-tracking, resequencing). Standard project scheduling references define the critical path as the chain of tasks that determines theearliest possible finishdate; controlling and monitoring these tasks is essential for schedule management and forecasting. This is why contract administrators and project teams track critical activities and escalate risks affecting them-delivery delays, access constraints, approvals, and rework-because they directly move the completion milestone. Therefore, the critical path refers to tasks thatdictate the finish date of the project, which is optionA.

質問 # 65
Which of the following is the most effective way to monitor progress on projects?

A. Ask subcontractors what was done
B. Review preliminary timeline objectives
C. Conduct regular site visits
D. Hold meetings with the public

正解：C

解説：
Progress monitoring must be based onverification of actual field conditions, not solely on verbal updates or early baseline objectives. Regular site visits (site walks/inspections) provide direct observation of installed work, sequencing, constraints, and emerging issues, allowing the project team to compareplanned vs. actual progress and confirm that reported completion aligns with physical reality. Inspection practice references note that site inspectors commonly attend progress meetings and produce written reports specifically to provide an independent view of progress and site conditions to the contract administrator. This is more reliable than asking subcontractors informally, and public meetings are not a progress measurement tool. Reviewing preliminary timeline objectives is useful for planning but does not confirm actual production. Therefore, the most effective method listed for monitoring progress is toconduct regular site visits, supported by documented observations and reporting.

質問 # 66
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?

A. Loss of position and/or five years' imprisonment
B. Loss of business licence
C. $500,000 fine and/or six months' imprisonment
D. Imprisonment of not less than five years

正解：C

解説：
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.

質問 # 67
In an oil and gas project, the location of a pile is offset by 78 mm north and 54 mm east of the key location plan. The location was stamped and issued for construction by a consulting engineering company. The statement on the drawings says, "Offset more than 75 mm is not accepted." Which of the following is the best approach for the civil engineering technologist to take?

A. Submit a non-conformance report to the design engineer for review and advice.
B. Accept the pile location as is because the offsets are close enough to 100 mm.
C. Fill up the hole and re-drill the pile hole based on the pile key location plan.
D. Inquire with the client if the pile location is acceptable.

正解：A

解説：
When IFC drawings state a tolerance limit, exceeding it (78 mm > 75 mm) creates anonconformancethat must be dispositioned through the proper technical authority rather than accepted informally in the field. The appropriate response is todocument the deviationand escalate it through the project's formal communication
/decision chain so engineering can assess structural implications and provide written direction (accept as-is, redesign, relocate, mitigation). Labi outlines that when significant issues arise, effective professional practice includes maintaining records and communicating through the organization's chain of command as part of a formal resolution process. Lindeburg's ethics discussion also emphasizes notifying proper authorities when decisions may adversely affect public safety and welfare-supporting escalation rather than informal acceptance. Therefore, the best approach is to submit anon-conformance reportto thedesign engineerfor review and advice.

質問 # 68
......

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