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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Surveying20%- Surveying equipment and methods
  • 1. Total station and leveling instrument operation
  • 2. GPS and modern surveying technologies
- Measurement and calculation techniques
  • 1. Computation and adjustment of survey data
  • 2. Field measurement procedures
Municipal Engineering20%- Water supply and distribution
  • 1. Water quality and treatment basics
  • 2. Water system design and hydraulics
- Wastewater and stormwater management
  • 1. Sanitary and storm sewer design
  • 2. Drainage and flood control
Structural Design Fundamentals20%- Structural analysis
  • 1. Analysis of beams, columns, and frames
  • 2. Load determination and load paths
- Design of structural elements
  • 1. Reinforced concrete design
  • 2. Steel and timber design basics
Materials Testing20%- Soil mechanics and testing
  • 1. Compaction and bearing capacity tests
  • 2. Soil classification and properties
- Concrete and asphalt testing
  • 1. Mix design and quality control
  • 2. Field and laboratory testing procedures
Transportation Engineering20%- Traffic engineering
  • 1. Signal design and traffic control
  • 2. Traffic flow and capacity analysis
- Highway and road design
  • 1. Geometric design principles
  • 2. Pavement design and materials

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Civil-Engineering-Technology Musterprüfungsfragen, Civil-Engineering-Technology Antworten

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Civil-Engineering-Technology Prüfungsfragen mit Lösungen (Q33-Q38):

33. 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: C

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.


34. Frage
A civil engineering technologist needs to recommend a foundation design for a commercial building. The borehole logs identify unsuitable bearing soils beneath the proposed floor elevation to a depth of 4 m and shallow bedrock at 5 m. Which of the following types of design should the technologist recommend?

Antwort: C

Begründung:
The subsurface profile indicates a weak/unsuitable bearing stratum extending several metres below the proposed founding level, withcompetent bedrock close beneath(shallow bedrock at about 5 m). Shallow foundations (slab-on-grade or strip footings) depend on adequate near-surface bearing capacity and acceptable settlement; with unsuitable soils to 4 m, shallow options would risk excessive settlement or bearing failure unless major ground improvement is performed. Where a strong bearing stratum such as bedrock is available at practical depth,end-bearing pilesare commonly selected to transfer structural loads through weak soils and seat on (or be socketed into) the competent stratum. Engineering references define end-bearing piles as piles driven/drilled to a firm layer/bedrock so that axial load is carried primarily inend bearingrather than relying on skin friction in weak compressible soils. With shallow bedrock, end-bearing piles provide a direct and reliable load path and reduce settlement uncertainty versus friction piles in poor soils.


35. Frage
A civil engineering technologist has been tasked with collecting topographical data on a work site. After arriving at the site, and before conducting any field work, what must the technologist do?

Antwort: C

Begründung:
Before any field activity begins, the technologist must ensure the work can be performed safely by completing ahazard assessment(often called a job hazard analysis / activity hazard analysis). Construction safety standards require identifying hazards (traffic, equipment interaction, uneven ground, overhead utilities, excavations, wildlife, weather, restricted zones), selecting controls (PPE, traffic control, spotters, exclusion zones), and confirming site rules and emergency procedures. EM 385-1-1 emphasizes hazard identification and pre-task planning as prerequisites to safe execution of site activities, including inspection and survey work. Setting up equipment or searching for plans does not address immediate on-site hazards, and a vehicle walk-around may be good practice but does not replace the required task/site hazard assessment. Therefore, the correct "must do" action before field work is tocomplete a hazard assessment.


36. Frage
What type of concrete structural element is shown in the image below?

Antwort: A


37. Frage
For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?

Antwort: B


38. Frage
......

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