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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Topic 2: Transportation Engineering | 15% | - Highway & Road Design
|
| Topic 3: Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Topic 4: Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Topic 5: Structural Engineering | 20% | - Structural Analysis & Design
|
| Topic 6: Construction Management & Materials | 10% | - Construction Methods & Project Management
|
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NEW QUESTION # 57
In which step in this diagram will a general contractor need to consider their bonding capacity?
Answer: D
Explanation:
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.
NEW QUESTION # 58
What should a contract administrator do when the contractor is falling behind schedule?
Answer: B
Explanation:
When schedule performance deteriorates, the contract administrator's most effective and defensible actions are (1) to maintainaccurate contemporaneous recordsof progress, site conditions, and events affecting productivity, and (2) to actively manage communication throughregular progress meetingsfocused on recovery plans, constraints, and corrective actions. Good practice in civil engineering project administration emphasizes rigorous follow-up and maintaining accurate, up-to-date information for project control and claims management. Simply preparing for liquidated damages without engaging in management (C) is reactive, and replacing the contractor (A) is generally not an immediate contractual option. Issuing a change order to "hurry up" (B) is not a standard mechanism and may create cost/time disputes. Option D combines the two core controls-documentation and structured coordination-needed to evaluate entitlement, support mitigation, and keep stakeholders aligned while protecting the owner's position under the contract.
NEW QUESTION # 59
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?
Answer: B
Explanation:
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.
NEW QUESTION # 60
Which of the following isnota type of structural foundation system used to hold the weight of a building?
Answer: D
Explanation:
A "foundation system" is a permanent structural/geotechnical arrangement that transfers building loads to the supporting ground (e.g., shallow foundations like strip/spread footings or slabs-on-grade, and deep foundations like piles with grade beams). Options A, B, and D are all recognized foundation systems: pile
/grade beam systems are deep foundation solutions; wall and strip footings are shallow continuous foundations; and structural slabs-on-grade are shallow systems that distribute loads to prepared subgrade. By contrast,concrete formworkis atemporary construction means-the molds, supports, and bracing used to shape and support fresh concrete until it gains strength. Formwork is not part of the final load path once removed, and it does not function as a load-transfer system into soil/rock. Therefore, among the choices, the item that is not a foundation system isconcrete formwork.
NEW QUESTION # 61
Which of the following is employee's responsibility in regard to PPE?
Answer: B
Explanation:
Employee responsibilities for PPE typically includeusing PPE as required and checking it is serviceable before use, then reporting defects. Employer responsibilities generally include hazard assessment, selecting
/providing appropriate PPE, ensuring training, and maintaining a program. EM 385-1-1 reflects this division of duties: it requires PPE to be used to control exposures and establishes training requirements covering key aspects of PPE, includinginspection/testingand proper care. Practical safety guidance for workers also states that employees shouldcheck PPE for faults before useand report issues. Among the optionsuployee duty that is broadly applicable across PPE types and aligns with standard safety systems: workers verify their equipment is not damaged, fits correctly, and is suitable for the task before entering the hazard area.
Therefore, the correct answer isA.
NEW QUESTION # 62
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