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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

>> Civil-Engineering-Technology Prüfungsfragen <<

Civil-Engineering-Technology Trainingsmaterialien: Technical Examination - Civil Engineering Technology C.E.T & Civil-Engineering-Technology Lernmittel & CTTAM Civil-Engineering-Technology Quiz

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Civil-Engineering-Technology Prüfungsfragen mit Lösungen (Q90-Q95):

90. Frage
What joints are used in the construction process to separate two concrete pours?

Antwort: A

Begründung:
Aconstruction jointis the intentional interface between two separate concrete placements, created when a pour is stopped and later resumed due to sequencing, access, work limits, or planned staging. It marks the boundary between "old" and "new" concrete and is detailed to ensure adequate bond, alignment, and structural performance (e.g., surface preparation, keyways, dowels, waterstops where required). By contrast, control (contraction) joints are intended tocontrol shrinkage cracking, expansion joints accommodate thermal movement, and isolation joints separate slabs from adjacent elements to prevent restraint stresses.
Materials references describing slab jointing distinguish construction joints as the joints that occurbetween placements(separate pours) versus joints intended primarily for movement or crack control. Therefore, the joint used to separate two pours is theconstruction joint.


91. Frage
Which of the following should be performed to determine the cumulative effect of a land development project on land, air, and water?

Antwort: B

Begründung:
"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.


92. Frage
A continuous bridge spans over multiple piers. If one of the piers collapsain standing because the adjacent piers will pick up the load. What type of redundancy does the bridge have?

Antwort: C

Begründung:
The scenario describes the bridge continuing to stand after a support failure because loads can be redistributed through alternate routesto the remaining supports. That is the essence ofalternate load paths
, i.e.,load path redundancy. Petroski explains bridge failures where collapse occurred because there wasno alternate load pathcapable of supporting rerouted loads after a component became loose, highlighting that survival depends on alternate load paths. He also notes designers try to buildalternate load pathsso stresses can reroute when one load path becomes unavailable. Labi similarly describes redundancy as having another member/component "there to play its role" in the event of failure, enab when a component is out of service.
Because the bridge remains standing due to load redistribution to adjacent supports, the redundancy type is best identified dancy.


93. Frage
Considering Occupational Health and Safety standards for trench side slopes in lieu of shoring, and a 1.2 m wide trench, what is the minimum offset from centre line to the top edge of the trench for an excavation that is
3 m deep?

Antwort: A

Begründung:
For trenches without shoring, OHS/OSHA sloping requirements depend on soil type; when soil is not specified, standard practice is to use themost conservative allowable slope(Type C), which is1.5H:1Vfor excavations less than 20 ft (#6 m) deep. Lindeburg's reference (citing OSHA 1926 Subpart P, App. B) provides maximum allowable slopes, includingType C = 1.5:1 (H:V). For a 3 m deep trench, horizontal run on each side = 1.5 × 3 =4.5 m. Trench bottom width is 1.2 m, so half-width from centreline =0.6 m. Minimum offset from centreline to top edge = 0.6 + 4.5 =5.1 m, which rounds to the available option5.20 m. Therefore,D is the correct answer.


94. Frage
What type of survey stake is shown in the image below?

Antwort: D

Begründung:
Acentreline stakeis used to mark the roadway/control alignment in the field, typically at stations, and is identified by centreline-related notation rather than cut/fill or slope-to-daylight information. In the image, the stake is marked in a way consistent withcentreline stationing/control(as opposed to slope stakes, which typically include slope ratio, offset, and cut/fill to finished grade, or benchmark stakes, which serve as elevation control points). Standard construction staking guidance notes that stake markings communicate what line is being staked (e.g.,CL) and its relationship to stationing and control.
Because the stake is presented as a control point for alignment (centreline) rather than a grade/slope instruction, it is best classified as acentreline stake.


95. Frage
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