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| Section | Objectives |
|---|---|
| Structural Engineering Basics | - Structural Analysis Fundamentals - Design Principles and Load Considerations |
| Professional Practice and Ethics | - Legal and Regulatory Responsibilities - Engineering Ethics |
| Geotechnical Engineering | - Foundation Design Principles - Soil Mechanics |
| Hydraulics and Hydrology | - Drainage and Water Management Systems - Fluid Mechanics Fundamentals |
| Transportation Engineering | - Traffic and Pavement Considerations - Roadway Design Basics |
| Engineering Fundamentals | - Engineering Principles - Mathematics and Applied Calculations |
| Civil Engineering Materials and Construction | - Concrete, Steel, and Asphalt Properties - Construction Methods and Techniques |
| Surveying and CAD Applications | - Computer-Aided Design (CAD) Usage - Land Surveying Principles |
>> Civil-Engineering-Technology試験対応 <<
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質問 # 50
What is the most important information a civil engineering technologist should be familiar with before stepping onsite during site inspection?
正解：D
解説：
Before entering any active work site, the highest priority is controlling exposure to hazards. Construction safety standards require that personnel (including inspectors) understand and comply with the site'ssafety rules, hazard controls, and procedures(e.g., access control, PPE requirements, traffic control, emergency response, and restricted areas). The USACE Safety and Health Requirements Manual (EM 385-1-1) emphasizes pre-task planning, hazard identification, and compliance with site safety requirements, and it explicitly addresses required PPE and safety practices for personnel working in construction environments (including survey/inspection activities). Knowing the owner's name or the completion date is not a prerequisite to safe entry, and knowing headcounts/equipment lists is less critical than understanding thesite's safety proceduresthat prevent injury. Since inspectors must enter and move through hazard zones, the most important information to know beforehand is thesite safety rules and proceduresto ensm
質問 # 51
A civil engineering technologist works for a contractor. An engineer notifies him that the depth of concrete pilings needs to be increased. What is the first thing the civil engineering technologist should do?
正解：A
解説：
Increasing pile depth is a scope change that affectsquantity of work, time, equipment effort, and cost. In contract-based construction, changes are handled throughformal change mechanisms(variations/change orders) that adjust scope, schedule, resources, and compensation as part of the contract documents. Civil engineering construction references define a change order as a formal document used to modify the contractual agreement and note that change orders may be established for changes in schedule, resource allocation, scope, and compensation. Because the technologist works for the contractor, the immediate project- control step is to ensure the project manager is aware of the impact so that pricing, schedule updates, and contractual change procedures can be initiated before proceeding. Simply proceeding (original or revised) without addressing cost/schedule implications risks uncompensated work and unmanaged schedule impacts.
Therefore, the first action is topresent the change in costs and schedules to the project manager.
質問 # 52
A contractor is checking final grade elevation in advance of paving operations. What elevation needs to be confirmed before any asphalt is placed?
正解：B
解説：
Before asphalt paving, the immediate supporting layer must be at the correct line and grade because asphalt thickness is builton top of the prepared base. Thetop of baseelevation controls final pavement structure thickness and the finished riding surface elevation when combined with asphalt lift thicknesses. If base grade is too high or low, the asphalt thickness will vary outside tolerance, which can affect performance (rutting, cracking), drainage crossfall, and tie-ins at structures and curbs. Standard field inspection practice therefore verifies base course elevations (and crossfall) immediately before paving so corrections (regrading
/recompaction) can be made while accessible. This fits typical roadway QA/QC sequencing: shape and compact subgrade/base to the specified elevations, confirm, then place asphalt lifts to achieve final grade.
Hence, the elevation that must be confirmed prior to placing asphalt istop of base.
質問 # 53
The critical path refers to which of the following series of tasks in a schedule?
正解：B
解説：
The critical path is thelongest-duration paththrough a project network schedule and represents the sequence of activities withzero (or minimal) float. Because activities on this path have no schedule slack, any delay to a critical-path activity delays theproject completionunless mitigated (e.g., crashing, fast-tracking, resequencing). Standard project scheduling references define the critical path as the chain of tasks that determines theearliest possible finishdate; controlling and monitoring these tasks is essential for schedule management and forecasting. This is why contract administrators and project teams track critical activities and escalate risks affecting them-delivery delays, access constraints, approvals, and rework-because they directly move the completion milestone. Therefore, the critical path refers to tasks thatdictate the finish date of the project, which is optionA.
質問 # 54
Which of the following images shows the appropriate tool to measure the slump of concrete?
正解：C
解説：
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.
質問 # 55
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