Sie wissen unbedingt die Wichtigkeit der IT-Zertifizierungsprüfugen, wenn Sie in IT-Industrie arbeiten. Es gibt verschiedene IT-Zertifizierungsprüfungen. Davon sind einige sehr beliebt, z.B Civil-Engineering-Technology. Wenn Sie keine Zertifizierung besitzen, sollen Sie sich an der CTTAM Civil-Engineering-Technology Prüfung melden. Wir PrüfungFrage können Ihnen die Prüfungsunterlagen bieten und wir PrüfungFrage sind auch Ihre Garantie, CTTAM Civil-Engineering-Technology Zertifizierungsprüfung zu bestehen.
| Section | Objectives |
|---|---|
| Topic 1: Surveying and CAD Applications | - Computer-Aided Design (CAD) Usage - Land Surveying Principles |
| Topic 2: Civil Engineering Materials and Construction | - Construction Methods and Techniques - Concrete, Steel, and Asphalt Properties |
| Topic 3: Professional Practice and Ethics | - Legal and Regulatory Responsibilities - Engineering Ethics |
| Topic 4: Transportation Engineering | - Roadway Design Basics - Traffic and Pavement Considerations |
| Topic 5: Geotechnical Engineering | - Soil Mechanics - Foundation Design Principles |
| Topic 6: Structural Engineering Basics | - Structural Analysis Fundamentals - Design Principles and Load Considerations |
| Topic 7: Hydraulics and Hydrology | - Drainage and Water Management Systems - Fluid Mechanics Fundamentals |
| Topic 8: Engineering Fundamentals | - Engineering Principles - Mathematics and Applied Calculations |
>> Civil-Engineering-Technology Prüfungsunterlagen <<
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29. Frage
What are the coordinates of the valve in the imagebelow?
Antwort: B
Begründung:
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.
30. Frage
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?
Antwort: A
Begründung:
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.
31. Frage
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?
Antwort: B
Begründung:
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.
32. Frage
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?
Antwort: A
Begründung:
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.
33. Frage
A civil engineering technologist is to inspect control joint saw-cuts on a newly poured concrete slab. What saw cut depth would be typically specified?
Antwort: D
Begründung:
Control joints (contraction joints) are intended to create aplane of weaknessso shrinkage cracking forms at the joint rather than randomly. For saw-cut control joints, typical practice is to cut deep enough to be effective but not so deep that it compromises slab capacity or cuts reinforcement. Civil engineering materials references describe contraction/control joints as used to control cracking and indicate that the joint must form an intentional weakened section. A common "rule of thumb" for saw-cut depth is approximatelyone-quarter of the slab thicknessfor conventional slabs-on-grade (deeper cuts may be specified for thicker slabs or special conditions, but 1/4 is the typical baseline). This depth is generally sufficient to initiate cracking at the joint line while preserving structural integrity of the slab. Therefore, the typical specified saw cut depth is1/4 of the total slab depth.
34. Frage
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