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| Section | Objectives |
|---|---|
| Topic 1: Engineering Fundamentals | - Mathematics and Applied Calculations - Engineering Principles |
| Topic 2: Hydraulics and Hydrology | - Fluid Mechanics Fundamentals - Drainage and Water Management Systems |
| Topic 3: Transportation Engineering | - Traffic and Pavement Considerations - Roadway Design Basics |
| Topic 4: Surveying and CAD Applications | - Computer-Aided Design (CAD) Usage - Land Surveying Principles |
| Topic 5: Structural Engineering Basics | - Structural Analysis Fundamentals - Design Principles and Load Considerations |
| Topic 6: Professional Practice and Ethics | - Engineering Ethics - Legal and Regulatory Responsibilities |
| Topic 7: Geotechnical Engineering | - Soil Mechanics - Foundation Design Principles |
| Topic 8: Civil Engineering Materials and Construction | - Concrete, Steel, and Asphalt Properties - Construction Methods and Techniques |
>> Civil-Engineering-Technology認証試験 <<
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質問 # 73
The delay in the delivery of a critical item may affect the completion date for a project. Which of the following would be the best course of action?
正解：B
解説：
Critical-item delivery risk is a schedule risk that can affect the project finish date, especially if the item lies on or near the critical path. Good project coordination requirestimely, accurate communicationto stakeholders and proactive risk management. Informing the client early allows transparent expectation management, supports decision-making on mitigation (re-sequencing, alternate materials, expediting, temporary works), and reduces the likelihood of disputes later. Status reporting guidance emphasizes that project reports should communicate current issues/risks and their impacts so corrective actions can be taken and forecasts updated.
Withholding information (option C) is unethical and harmful; simply continuing as planned (B) ignores a known risk; insisting a supplier meet original dates (D) may be attempted but is not always feasible and does not replace proper stakeholder notification and replanning. Therefore, the best course is toinform the client of possible delaysand then coordinate mitigation actions through the project controls process.
質問 # 74
Which of the following tests are required as part of soil grain size analysis?
正解：A
解説：
Soilgrain size analysisdetermines the particle-size distribution across coarse and fine fractions. Coarse particles (sand and gravel) are sized bysieve analysis, where the sample is passed through a stack of sieves and the mass retained on each sieve is measured to build the gradation curve. Fine particles (silt and clay) are too small for practical sieving and are therefore sized usingsedimentation methods, most commonly the hydrometer test, which infers particle sizes from settling velocity in a suspension. This combined approach (sieve for coarse, hydrometer for fines) is standard in civil geotechnical testing programs because it produces a continuous particle-size distribution needed for soil classification and engineering assessment. Atterberg limits (LL/PL) areconsistency/plasticitytests for fine-grained soils-not grain size tests-so they are not the required fine-fraction method for grain-size analysis. Therefore, the correct combination for grain size analysis issieve analysis for coarse grains and hydrometer test for fine grains.
質問 # 75
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?
正解：A
解説：
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.
質問 # 76
Which of the following illustrates a cantilever?
正解：B
解説：
A cantilever is defined as a beam or structural member that isfixed (built-in) at one end and free at the other
, resisting loads through bending and shear while the support provides the restraint against rotation and translation. Classic structural descriptions emphasize that a cantilever is "held only at one end while supporting weight or resisting motion all along its free length," which distinguishes it from simply supported beams (supported at two ends) or fixed-fixed beams (built-in at both ends). In the provided options, the correct illustration is the one showing a member rigidly attached at one end (fixed support) and extending outward with the opposite end unsupported (free). That configuration matches optionA, while the other options depict different support conditions (e.g., simply supported or fixed at both ends). Therefore, the diagram that illustrates a cantilever isA.
質問 # 77
Which of the following records should be referenced during the preparation of a monthly progress payment certificate for a contractor?
正解：D
解説：
Monthly progress payment certification is fundamentally based onverified quantities and percent complete for contract items installed in the field. Professional guidance on interim valuations emphasizes that periodic payments are established fromsite measurement/valuationof work completed, then certified by the contract administrator (or equivalent). That process requires a reliable field record of installed work-typically maintained daily by inspection staff-showing item-by-item progress, quantities, locations, and dates. Among the options, aninspector's daily progress recordis the document specifically intended to track completed work in a form that supports valuation, whereas a diary is less structured, packing slips only show deliveries (not acceptance/installation), and safety meeting records relate to OH&S rather than payment entitlement.
Therefore, the best supporting record for producing a progress payment certificate is theinspector's daily progress record, because it ties payment to measured/verified construction progress as required for interim certification practices.
質問 # 78
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