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| Section | Weight | Objectives |
|---|---|---|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
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NEW QUESTION # 53
Which joints in concrete slab construction determine the location of cracks?
Answer: D
Explanation:
Concrete slabs shrink as they cure and experience temperature/moisture changes. Because the slab is restrained by subbase friction and adjacent elements, tensile stresses develop and cracking is likely unless the slab is intentionally "weakened" at planned locations.Control joints(also called contraction joints) are formed or saw-cut to create a deliberate plane of weakness so that shrinkage cracking occurswhere intended, producing straighter, serviceable cracks that are easier to seal and maintain. Technical references describe contraction/control joints as placed at regular intervals specifically tocontrol random crackingby encouraging the crack to form along the joint line, relieving tensile stresses in the slab. Expansion joints address thermal expansion, isolation joints separate the slab from fixed elements, and construction joints occur where placements stop and start; none of those are primarily intended tocontrol crack locationthe way control joints are. Therefore, the joint type that determines where cracks occur is thecontrol joint.
NEW QUESTION # 54
A developer is planning to build an office building on a 4-acre parcel of land. Which of the following documents will tell the developer how much fill to bring to the site to make it level?
Answer: B
Explanation:
Determining how much fill is needed to level a site requires knowing theexisting ground elevationsacross the parcel and comparing them to a proposed target grade plane/surface. Atopographic survey planprovides the required elevation information (spot elevations, contours, breaklines, and surface features) from which earthwork quantities (cut/fill volumes) are computed. Foundation and architectural plans generally show building geometry and design intent, not full-site existing elevations. A real property report focuses on legal boundary information and improvements relative to property lines, not the detailed elevation grid needed for volume calculations. Civil engineering practice uses topographic survey data as the basis for grading design and earthwork estimation, including calculating volumes via grids or cross-sections.
NEW QUESTION # 55
Which of the following should be performed to determine the cumulative effect of a land development project on land, air, and water?
Answer: C
Explanation:
"Cumulative effects" refers to the combined impacts of a project together with other past, present, and reasonably foreseeable actions on environmental components (land, air, water, ecosystems, and community receptors). Determining cumulative effects is a core function ofenvironmental assessment (EA/EIA), where project impacts are evaluated not in isolation but in combination with other stressors and developments.
Regulatory EA guidance and practice routinely include acumulative effects assessmentchapter/section in the environmental statement, explicitly addressing how multiple activities interact across time and space.
Preliminary surveys and aerial surveys are data-collection tools that may support EA, and urban services design is an engineering design activity, but neither is the formal process for assessing cumulative land/air
/water impacts. Therefore, the correct selection isEnvironmental assessment.
NEW QUESTION # 56
Which soil test identifies the minimum water content at which the soil begins to crumble?
Answer: A
Explanation:
The Atterberg litent boundaries between consistency states of fine-grained soils. Theplastic limit (PL)is the water content at the boundary between theplasticandsemi-solidstates-below this moisture condition, the soil can no longer be rolled/deformed withoutcrumbling, indicating it has transitioned out of the plastic range.
Civil engineering references define PL explicitly as the water content corresponding to the transition between the semi-solid and plastic state (i.e., the lower boundary of plastic behavior). Similarly, soils testing references define PL as the boundary between plastic and semi-solid states (with liquid limit defining plastic-to-liquid boundary).
NEW QUESTION # 57
A geotechnical report indicates the presence of a peat layer in several boreholes. The peat layer ranges in thickness from 450 mm to 1200 mm and is found at a depth of 1.5 m below the existing grade. How should this be addressed in the project specifications that are being prepared?
Answer: A
Explanation:
Peat is a highly organic soil withvery high compressibility, low shear strength, and problematic long-term settlement behavior. If peat is present within the stress influence zone of foundations or slabs (here, relatively shallow at ~1.5 m depth), typical construction practice is to treat it asunsuitable materialunless a designed ground-improvement solution is explicitly adopted. When the geotechnical investigation identifies such material in advance, the project specifications should convert that known condition into aclear scope requirementso pricing and execution are defined-commonly by requiringover-excavation/removal and replacement with suitable compacted fillin affected areas, subject to engineer direction and limits. USACE guidance for earthworks/foundations explicitly states thatsoft or organic spots in the foundation should be removed and replaced with compacted materialas part of foundation preparation.
Therefore, the most appropriate way to address the identified peat in the specifications is toinclude a clause requiring peat removal(and replacement per spec), which isOption C.
NEW QUESTION # 58
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