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| Section | Weight | Objectives |
|---|---|---|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
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NEW QUESTION # 17
Which of the following is employee's responsibility in regard to PPE?
Answer: A
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 # 18
A civil engineering technologist has been tasked with collecting topographical data on a work site. After arriving at the site, and before conducting any field work, what must the technologist do?
Answer: D
Explanation:
Before any field activity begins, the technologist must ensure the work can be performed safely by completing ahazard assessment(often called a job hazard analysis / activity hazard analysis). Construction safety standards require identifying hazards (traffic, equipment interaction, uneven ground, overhead utilities, excavations, wildlife, weather, restricted zones), selecting controls (PPE, traffic control, spotters, exclusion zones), and confirming site rules and emergency procedures. EM 385-1-1 emphasizes hazard identification and pre-task planning as prerequisites to safe execution of site activities, including inspection and survey work. Setting up equipment or searching for plans does not address immediate on-site hazards, and a vehicle walk-around may be good practice but does not replace the required task/site hazard assessment. Therefore, the correct "must do" action before field work is tocomplete a hazard assessment.
NEW QUESTION # 19
What is the bearing capacity of soil?
Answer: A
Explanation:
In foundation engineering, "bearing capacity" refers to themaximum bearing pressurethat soil can support under a foundationwithout a shear failure mechanismdeveloping in the ground, and (in allowable/safe terms) without causingexcessive settlement. In practice, design is based onallowable bearing capacity
/allowable bearing pressure, which is the net pressure (beyond overburden) that will not cause shear failure or excessive settlements, after applying an appropriate factor of safety. This concept is tied to classic bearing- capacity theories (e.g., Terzaghi) that predict shear failure along defined surfaces beneath a footing.
Therefore, the best definition among the options is the one referencingmaximum pressure without shear failure, not a "concentrated load," compaction, or "crumbling."
NEW QUESTION # 20
A contractor is using a compactor on a hot and dry day and quickly compacts a dry 300 mm thickness of sub- base without adding water. The soil is near optimum moisture. A civil engineering technologist completes compaction tests and finds that specifications have not been achieved. What should be done?
Answer: B
Explanation:
Compaction acceptance is based on achieving specifiedin-place dry density(relative compaction) at an acceptable moisture range. If the material is alreadynear optimum moisture, failure to meet density typically points toinsufficient compactive effort,inadequate number of passes,improper equipment, orexcessive lift thickness(300 mm can be too thick for some sub-base and equipment combinations). Standard compaction theory shows that near OMC, soils should densify efficiently; if density is still low, the first corrective action is toincrease compactive effortand verify results with another field density test. Adding water when already near OMC may push moisture above optimum and can reduce achievable dry density.
Continuing with base placement would lock in a nonconforming layer, and stripping/importing new material is a last-resort remedy after reasonable rework attempts. Therefore, the best immediate corrective action is to re-compact and retest, adjusting lift thickness/passes as needed to meet specification.
NEW QUESTION # 21
When should soil compaction tests be completed?
Answer: C
Explanation:
Compaction requirements are verified by measuringin-place density(and often moisture) as the soil is being placed and compacted inlifts, not after the work is buried or after unrelated activities occur. Soil compaction acceptance is typically expressed asrelative compactionbased on a Proctor/Modified Proctor maximum dry density and acceptable moisture range. Lindeburg notes that soils near optimum moisture require less compactive effort to achieve required relative compaction and that specifications usually define a range of acceptable water contents plus the target relative compaction. Field verification usesin-place density tests (listed as standardized procedures in the same reference). Since trench backfill is placed and compacted progressively in lifts to meet those requirements, the proper time to test isduring backfill operations-while corrections (reworking moisture/compaction) are still feasible before the trench is completed and surfaced.
NEW QUESTION # 22
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