CTTAM Civil-Engineering-Technologyテスト参考書:持っている価値が有るCivil-Engineering-Technology試験準備

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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:
| Section | Weight | Objectives |
|---|
| Municipal Engineering | 20% | - Wastewater and stormwater management
- 1. Drainage and flood control
- 2. Sanitary and storm sewer design
- Water supply and distribution
- 1. Water quality and treatment basics
- 2. Water system design and hydraulics
|
| Surveying | 20% | - Surveying equipment and methods
- 1. Total station and leveling instrument operation
- 2. GPS and modern surveying technologies
- Measurement and calculation techniques
- 1. Field measurement procedures
- 2. Computation and adjustment of survey data
|
| Materials Testing | 20% | - Soil mechanics and testing
- 1. Compaction and bearing capacity tests
- 2. Soil classification and properties
- Concrete and asphalt testing
- 1. Field and laboratory testing procedures
- 2. Mix design and quality control
|
| Transportation Engineering | 20% | - Traffic engineering
- 1. Traffic flow and capacity analysis
- 2. Signal design and traffic control
- Highway and road design
- 1. Geometric design principles
- 2. Pavement design and materials
|
| Structural Design Fundamentals | 20% | - Structural analysis
- 1. Analysis of beams, columns, and frames
- 2. Load determination and load paths
- Design of structural elements
- 1. Steel and timber design basics
- 2. Reinforced concrete design
|
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CTTAM Technical Examination - Civil Engineering Technology C.E.T 認定 Civil-Engineering-Technology 試験問題 (Q97-Q102):
質問 # 97
An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?
- A. Contact a supplier for detailed design information.
- B. Consult another technologist for engineering calculations.
- C. Contact the manufacturer for further information.
- D. Ask a mechanical contractor to remove the obstacle.
正解:C
解説:
Engineered I-joists are proprietary structural products with capacity and allowable hole/notch limits governed by themanufacturer's engineeringand publishedspecifier guides/repair details. A hole at or near a bearing is particularly critical because shear demands and web stresses are highest near supports, and manufacturers explicitly restrict hole proximity to bearings and provide specific repair details when holes occur in sensitive zones. For example, Weyerhaeuser's TJI repair technical bulletin states conditions for repair applicability and includes "DO NOT" limitations related to holes overlapping the inside face of bearing and other proximity restrictions, indicating that manufacturer guidance controls whether a joist is acceptable and how it must be repaired. Industry good-practice guidance similarly emphasizes that manufacturer instructions must be followed and holes should not be over supports/bearings without approval and prescribed reinforcement.
Therefore, the best way to verify integrity is tocontact the manufacturer(or their engineering support) and follow their published repair/acceptance requirements.
質問 # 98
Which of the following should be performed to determine the cumulative effect of a land development project on land, air, and water?
- A. Preliminary surveys
- B. Urban services design
- C. Environmental assessment
- D. Aerial surveys
正解:C
解説:
"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.
質問 # 99
A 500 mm diameter corrugated steel culvert conveys storm water under a road. The inlet end projects from the road embankment fill. How much flow (m³/s) can the culvert handle before the headwater depth is greater than the culvert diameter?
- A. 2.0 m³/s
- B. 200 m³/s
- C. 20 m³/s
- D. 0.2 m³/s
正解:D
解説:
For a projecting inlet, the controlling condition is typicallyinlet controlat relatively low headwater ratios.
Using the FHWA/HDS-5 style inlet-control nomographs reproduced in the Minnesota DOT Drainage Manual (Chart 2: "Headwater depth for C.M. pipe culverts with inlet control"), a corrugated metal pipe (CMP) with a diameter near500 mm (# 20 in.)and aprojectingentrance type corresponds to a discharge on the order of~7 cfs whenHW/D # 1.0(headwater approximately equal to the culvert diameter). Converting 7 cfs to SI givesm³/s.
This magnitude is consistent with the inlet-control relationship that headwater increases with discharge for a given culvert diameter and entrance configuration, and that small culverts (0.5 m) carry flows measured in tenths of m³/s, not multiple m³/s at HW/D # 1.
質問 # 100
What type of concrete structural element is shown in the image below?

- A. Cast in place
- B. Post-tensioned
- C. Prestressed
- D. Precast
正解:B
質問 # 101
In which step in this diagram will a general contractor need to consider their bonding capacity?
- A. Decision to bid
- B. Notify subcontractors
- C. Complete bid report
- D. Management review
正解:A
解説:
Bonding capacity is a contractor's available surety credit-how much bonded work they can carry at once and still qualify for required bid/performance/payment bonds. This must be evaluatedbeforecommitting to pursue the tender, because the ability to provide bonding is often amandatory bid requirementand affects whether the contractor can submit a compliant bid and subsequently execute the contract. If bonding is not available (or limits would be exceeded), time spent on pricing, subcontractor solicitation, and bid compilation may be wasted and could expose the firm to reputational and procurement risk. Construction project delivery and contracting processes emphasize early go/no-go decisions based on constraints (capacity, risk, resources, financial/security requirements) before major estimating effort is expended. Therefore, bonding capacity should be considered at the earliest gate where the firm commits to compete-the decision to bid-so the contractor confirms eligibility and capability before mobilizing the full bid preparation process.
質問 # 102
......
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