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| Section | Weight | Objectives |
|---|---|---|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
>> Civil-Engineering-Technology Latest Dumps Questions <<
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NEW QUESTION # 39
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: C
Explanation:
Deficiency reports are project records that must be clear, accurate, and professionally defensible because they can affect acceptance, payment, corrective work, and potential disputes. When an EIT's report remains disorganized after multiple revisions, the appropriate next step is active coaching to bring the document to an acceptable standard while building the EIT's competence. Civil engineering practice emphasizes truthful, objective professional reporting founded on adequate knowledge and careful documentation. In construction- phase administration, effective project performance depends on frequent communication and monitoring, and the quality of project documentation directly supports decisions and follow-up actions. Assisting the EIT in rewriting preserves accountability (the EIT learns and improves), strengthens the quality of the final record, and supports timely resolution of deficiencies without escalating prematurely. Simply finishing the document on their behalf removes the learning opportunity and can mask competency gaps; reporting them immediately to a supervisor is disproportionate when a direct corrective mentorship step is available. Therefore, the technologist shouldassist the EIT in re-writing the report.
NEW QUESTION # 40
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?
Answer: B
Explanation:
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.
NEW QUESTION # 41
The road cross sections shown have chainage (CH) 1+100 and 1+200. What is the volume of sub-grade material if an averaging method is applied?
Answer: A
Explanation:
The averaging method for earthworks between two stations is theAverage End Areamethod:
whereandare the end areas at the two cross sections andis the station spacing. Here, CH 1+100 to 1+200 givesm. From the cross-section labels in the figure, the two sub-grade areas sum to4.26 m²(e.g., approximately 1.31 m² and 2.95 m²), so the average area ism². Multiply by length:m³. This is the standard approach used for roadway cut/fill and subgrade volume computations between surveyed sections.
NEW QUESTION # 42
Who is responsible for establishing and maintaining a system that is compliant with the Occupational Health and Safety Act in a workplace?
Answer: D
Explanation:
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.
NEW QUESTION # 43
Which of the following is the most effective way to monitor progress on projects?
Answer: A
Explanation:
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.
NEW QUESTION # 44
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