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| Section | Objectives |
|---|---|
| Topic 1: Transportation Engineering | - Roadway Design Basics - Traffic and Pavement Considerations |
| Topic 2: Civil Engineering Materials and Construction | - Concrete, Steel, and Asphalt Properties - Construction Methods and Techniques |
| Topic 3: Hydraulics and Hydrology | - Fluid Mechanics Fundamentals - Drainage and Water Management Systems |
| Topic 4: Professional Practice and Ethics | - Engineering Ethics - Legal and Regulatory Responsibilities |
| Topic 5: Structural Engineering Basics | - Design Principles and Load Considerations - Structural Analysis Fundamentals |
| Topic 6: Surveying and CAD Applications | - Computer-Aided Design (CAD) Usage - Land Surveying Principles |
| Topic 7: Geotechnical Engineering | - Soil Mechanics - Foundation Design Principles |
| Topic 8: Engineering Fundamentals | - Engineering Principles - Mathematics and Applied Calculations |
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31. Frage
What subsurface sampling would be most likely conducted during a preliminary site investigation for a proposed building?
Antwort: B
Begründung:
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.
32. Frage
Who is responsible for establishing and maintaining a system that is compliant with the Occupational Health and Safety Act in a workplace?
Antwort: B
Begründung:
On multi-employer construction work sites, Occupational Health and Safety frameworks commonly assign a coordinating duty to aprime contractor(or equivalent controlling entity) to ensure site-wide compliance. This role exists because multiple employers and subcontractors may be present, and safety responsibilities must be coordinated through one accountable system. Alberta's OHS guidance, for example, states that the prime contractor mustestablish and maintain a system or process that ensures compliancewith the Occupational Health and Safety Act, Regulation, and Code at the work site, including coordinating the health and safety activities of all employers. This does not remove duties from subcontractors or workers, but it makes the prime contractor the party responsible for the overarching compliance system (e.g., site safety plan, coordination, hazard controls, cooperation processes). Therefore, the correct answer isPrime contractor.
33. Frage
Considering Occupational Health and Safety standards for trench side slopes in lieu of shoring, and a 1.2 m wide trench, what is the minimum offset from centre line to the top edge of the trench for an excavation that is
3 m deep?
Antwort: B
Begründung:
For trenches without shoring, OHS/OSHA sloping requirements depend on soil type; when soil is not specified, standard practice is to use themost conservative allowable slope(Type C), which is1.5H:1Vfor excavations less than 20 ft (#6 m) deep. Lindeburg's reference (citing OSHA 1926 Subpart P, App. B) provides maximum allowable slopes, includingType C = 1.5:1 (H:V). For a 3 m deep trench, horizontal run on each side = 1.5 × 3 =4.5 m. Trench bottom width is 1.2 m, so half-width from centreline =0.6 m. Minimum offset from centreline to top edge = 0.6 + 4.5 =5.1 m, which rounds to the available option5.20 m. Therefore,D is the correct answer.
34. Frage
A civil engineering technologist is undertaking a final acceptance review of a subdivision. The technologist finds 35 m of deficient sidewalk and three hydrants which were not tested. As part of final acceptance, what should be done to ensure the hydrants get tested and the sidewalk is repaired?
Antwort: A
Begründung:
Final acceptance requires that outstanding deficiencies be clearly identified and tracked to closure. Industry closeout practice uses adeficiency list (punch list/snag list)that itemizes nonconforming work and incomplete testing, and it is issued to the contractor so corrective actions can be completed before final acceptance is granted. A punch/deficiency list is specifically described as a document prepared near the end of a project that lists items that do not conform and must be rectified before completion certification. Best practice is to recordprecise locations(and identifiers like hydrant numbers), often with photos or plan references, to avoid ambiguity and ensure corrective work is verifiable. Verbal communication alone is not sufficiently traceable, and simply noting quantities without locations can lead to missed items and disputes.
Therefore, the correct action is todocument the locations and forward the deficiency list to the contractor so testing and repairs are completed and can be re-inspected for acceptance.
35. Frage
A civil engineering technologist works for a contractor. An engineer notifies him that the depth of concrete pilings needs to be increased. What is the first thing the civil engineering technologist should do?
Antwort: A
Begründung:
Increasing pile depth is a scope change that affectsquantity of work, time, equipment effort, and cost. In contract-based construction, changes are handled throughformal change mechanisms(variations/change orders) that adjust scope, schedule, resources, and compensation as part of the contract documents. Civil engineering construction references define a change order as a formal document used to modify the contractual agreement and note that change orders may be established for changes in schedule, resource allocation, scope, and compensation. Because the technologist works for the contractor, the immediate project- control step is to ensure the project manager is aware of the impact so that pricing, schedule updates, and contractual change procedures can be initiated before proceeding. Simply proceeding (original or revised) without addressing cost/schedule implications risks uncompensated work and unmanaged schedule impacts.
Therefore, the first action is topresent the change in costs and schedules to the project manager.
36. Frage
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