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Everything needs a right way. The good method can bring the result with half the effort, the same different exam also needs the good test method. Our Civil-Engineering-Technology study materials in every year are summarized based on the test purpose, every answer is a template, there are subjective and objective exams of two parts, we have in the corresponding modules for different topic of deliberate practice. To this end, our Civil-Engineering-Technology Study Materials in the qualification exam summarize some problem- solving skills, and induce some generic templates.
| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Structural Engineering | 20% | - Structural Analysis & Design
|
| Topic 2: Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Topic 3: Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Topic 4: Transportation Engineering | 15% | - Highway & Road Design
|
| Topic 5: Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Topic 6: Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
>> Civil-Engineering-Technology Best Preparation Materials <<
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NEW QUESTION # 78
Whatto determine the compressive strength of concrete?
Answer: A
Explanation:
Concrete compressive strength is determined by loading astandard specimen(commonly a cylinder) in axial compression until failure and calculating strength as themaximum load divided by the specimen's cross- sectional area. This is the core acceptance/quality-control measure used to verify that concrete meets the specified design strength in contract documents. Civil engineering materials references describe that compressive strength (f'c) is measured from the maximum load at failure and that standardized procedures (e.
g., ASTM C31 for making/curing and ASTM C39 for testing) are used to ensure consistency and reduce testing error.
Laboratory/field experiment procedures similarly definngth test as a compression machine test on a concrete cylinder, with load increased to failure and strength computed from the peak load and cylinder area.
Slump testing measures workability/consistency, air tesed air, and sieve testing relates to aggregate gradation-none provide compressive strength. Hence, the correct test is thecylinder test.
NEW QUESTION # 79
A contractor fails to make the necessary repairs on the deficiency list within the specified timeline and refuses to return to the site. How should the owner proceed in this situation?
Answer: A
Explanation:
A performance bond is a form ofperformance securityintended to protect the owner (obligee) if the contractor defaults on contractual obligations-such as refusing to return to correct deficiencies. Guidance on construction bonds explains that performance bonds provide the employer/owner a remedy when a contractor fails to fulfill obligations, allowing the owner to access bond proceeds or require the surety's involvement to address non-performance (often to fund completion/correction or compel action, subject to bond terms and notice requirements). Practical bond guidance also notes that the presence (or threat) of a bond call can be used to persuade a contractor to return to site to correct defects, and that bonds are specifically used to address contractor default. Therefore, when a contractor refuses to return and deficiencies remain unresolved within the required timeline, the appropriate owner action-following the bond's procedural requirements-is to engage the contractor's performance bond.
NEW QUESTION # 80
Which of the following images shows the appropriate tool to measure the slump of concrete?
Answer: C
Explanation:
Concreteslumpis measured using theslump cone (Abrams cone)apparatus and tamping rod in accordance with standard procedures (e.g., ASTM C143). The test measures the vertical "settlement" of fresh concrete after a cone-shaped mold is filled in layers, consolidated (rodded), struck off, and then lifted vertically so the concrete subsides; the drop in height is the slump. TheEssentials of Civil Engineering Materialstext describes the slump test as forming a specimen inside ametal cone, removing the cone, and measuring how much the top settles ("slumps"), and it outlines the typical steps: wet the cone, fill in layers, tamp with a rod, strike off, and measure the slump. The correct tool set therefore is the image that shows theslump cone with base and tamping rod, which corresponds toOption C.
NEW QUESTION # 81
Which of the following statements best describes thefor piling loads in the diagram below?
Answer: C
Explanation:
For an axially loaded pile in compression, the resisting capacity comes from two primary components:end bearing at the tipandskin friction along the shaft. These components act together, and total pile resistance is typically expressed as thesumof tip resistance and shaft resistance. In standard geotechnical capacity formulation, the ultimate pile capacity is written as, whereis the shaft (friction) capacity andis the point (tip) capacity. Lindeburg's deep foundation section similarly explains that point-bearing and skin-friction capacities are simultaneously present to some degree in piles, and total support is based on their combined contribution. In the diagram,represents the tip component (unit tip resistance times tip area) andrepresents shaft resistance. Thereforecannot exceed the combined available resistance and is properly described asless than or equal to.
NEW QUESTION # 82
A continuous bridge spans over multiple piers. If one of the piers collapsain standing because the adjacent piers will pick up the load. What type of redundancy does the bridge have?
Answer: B
Explanation:
The scenario describes the bridge continuing to stand after a support failure because loads can be redistributed through alternate routesto the remaining supports. That is the essence ofalternate load paths
, i.e.,load path redundancy. Petroski explains bridge failures where collapse occurred because there wasno alternate load pathcapable of supporting rerouted loads after a component became loose, highlighting that survival depends on alternate load paths. He also notes designers try to buildalternate load pathsso stresses can reroute when one load path becomes unavailable. Labi similarly describes redundancy as having another member/component "there to play its role" in the event of failure, enab when a component is out of service.
Because the bridge remains standing due to load redistribution to adjacent supports, the redundancy type is best identified dancy.
NEW QUESTION # 83
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