Civil-Engineering-Technology合格内容、Civil-Engineering-Technology入門知識

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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:
| Section | Weight | Objectives |
|---|
| Transportation Engineering | 15% | - Highway & Road Design
- 1. Traffic Engineering & Planning
- 2. Pavement Design & Materials
|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
- 1. Soil Properties & Testing
- 2. Earthworks & Retaining Structures
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
- 1. Fluid Mechanics & Hydraulics
- 2. Statics & Mechanics of Materials
- 3. Surveying & Geomatics
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
- 1. Codes, Standards & Ethics
- 2. Construction Materials & Quality Control
|
| Structural Engineering | 20% | - Structural Analysis & Design
- 1. Concrete & Steel Structures
- 2. Timber & Masonry Design
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
- 1. Wastewater & Water Treatment
- 2. Environmental Regulations & Sustainability
|
>> Civil-Engineering-Technology合格内容 <<
Civil-Engineering-Technology入門知識 & Civil-Engineering-Technology一発合格
当社の学習システムは、すべてのお客様に最高の学習教材を提供します。当社のCivil-Engineering-Technology最新の質問を購入すると、当社のすべてのCivil-Engineering-Technology認定トレーニング資料を楽しむ権利があります。さらに重要なことに、当社には多くの専門家がいます。これらの専門家の最初の義務は、すべてのお客様のために昼夜を問わず当社の学習システムを更新することです。 Civil-Engineering-Technologyトレーニング資料の学習システムを更新することにより、当社がCivil-Engineering-Technology試験に関する最新情報をすべての人に提供できることを保証できます。
CTTAM Technical Examination - Civil Engineering Technology C.E.T 認定 Civil-Engineering-Technology 試験問題 (Q65-Q70):
質問 # 65
What material property is measured by a sieve analysis?
- A. Angularity
- B. Moisture density
- C. Gradation
- D. Mass
正解:C
解説:
Sieve analysis is the standard laboratory procedure used to determine theparticle size distributionof granular materials by passing a representative dry sample through a stack of sieves with progressively smaller openings and measuring the mass retained on each sieve. The result is a gradation curve (percent passing vs.
sieve size) that characterizes whether the material is well-graded, poorly graded, or gap graded, and it is foundational for specifying aggregates for concrete, asphalt, base course, and filters. Civil engineering materials references identify sieve analysis as the test used to determinegradationand classify soils
/aggregates by size ranges. Angularity is a shape characteristic not measured by sieve analysis; moisture- density relates to compaction testing; and "mass" is a measured quantity in the procedure, but the material property being determined is thegradation (particle size distribution). Therefore, the correct answer isD.
質問 # 66
What should a contract administrator do when the contractor is falling behind schedule?
- A. Write a contemplated change order to hurry the contractor up.
- B. Keep accurate daily records of activities, progress, and site conditions, and hold regular meetings with the contractor.
- C. Maintain daily records in preparation for seeking liquidated damages from the contractor.
- D. Find a new contractor who can meet the original completion date.
正解:B
解説:
When schedule performance deteriorates, the contract administrator's most effective and defensible actions are (1) to maintainaccurate contemporaneous recordsof progress, site conditions, and events affecting productivity, and (2) to actively manage communication throughregular progress meetingsfocused on recovery plans, constraints, and corrective actions. Good practice in civil engineering project administration emphasizes rigorous follow-up and maintaining accurate, up-to-date information for project control and claims management. Simply preparing for liquidated damages without engaging in management (C) is reactive, and replacing the contractor (A) is generally not an immediate contractual option. Issuing a change order to "hurry up" (B) is not a standard mechanism and may create cost/time disputes. Option D combines the two core controls-documentation and structured coordination-needed to evaluate entitlement, support mitigation, and keep stakeholders aligned while protecting the owner's position under the contract.
質問 # 67
What does a system curve illustrate?
- A. The total fl as related to time
- B. The minimum radius at which a car can safely travel at 50 km/h
- C. The total length of the water mains as related to the water main diameter
- D. The total head loss in a system of pipes as related to total flow
正解:D
解説:
Comprehensive and Detailed 150 to 200 words of Engineering documents and resources:
In pumped/pressurized pipe systems, thesystem curverepresents the hydraulic requirement of the piping network: the relationship betweenflow rate (Q)and thehead requiredto overcome elevation differences and losses. As flow increases, friction and minor losses rise (often approximately with Q² in turbulent flow regimes), so the system's required head increases with Q. This curve is used with a pump curve to find the operating point where pump head equals system head at a given flow. Standard civil engineering hydraulics references define head loss as a function of flow through friction and fittings, and system behavior is expressed by total head (static + losses) versus flow, which is exactly what the system curve shows.
Therefore, the system curve illustratestotal head loss (and required head) in the pipe system as a function of total flow, matching optionC.
質問 # 68
What are the coordinates of the valve in the imagebelow?

- A. N 4507.25, E 3345.73
- B. N 4512.25, E 3345.73
- C. N 4507.25, E75, E 3345.23
正解:C
解説:
On utility/site drawings, appurtenances such as valves are commonly identified by a symbol and associated callouts that provideNorthing (N)andEasting (E)coordinates. The correct coordinate pair is taken directly from the plan's valve label/callout corresponding to that specific symbol, not from nearby features or grid ticks. In the provided image, the valve's callout indicates a northing value beginning with4507and an easting value beginning with3350, which uniquely matches optionN 4507.25, E 3350.23. Construction surveying guidance notes that stakes/marks and field layout information are used to communicate precise location and grade, and coordinate-based layout is a standard method to reproduce design positions in the field. Therefore, selecting the coordinate pair that matches the valve's annotated northing and easting on the plan is the correct approach.
質問 # 69
The graph below is used for tracking progress and costs of a project for a client. What can be concluded about the project at week 10?

- A. The project is under budget
- B. The project is on budget
- C. The project is behind schedule
- D. The project is ahead of schedule
正解:C
解説:
This type of chart is anEarned Value Management (EVM)progress/cost graph, typically showingPlanned Value (PV),Earned Value (EV), andActual Cost (AC)over time. Schedule performance at a given date (week 10) is determined by comparingEVtoPV. IfEV < PV, the amount of work actually accomplished (earned) is less than what was planned by that date, meaning the project isbehind schedule(Schedule Performance Index). In the provided graph, atweek 10theEV curve is below the PV curve, so the project has completed less work than planned by week 10, indicating schedule slippage. Budget performance is assessed separately by comparingEVtoAC(Cost Performance Index), but the question asks what can be concluded at week 10: the clear conclusion supported by the curves isbehind schedulebecause EV is lower than PV at week 10.
質問 # 70
......
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