Civil-Engineering-Technology Test Quiz - Sample Civil-Engineering-Technology Questions Pdf

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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Transportation Engineering20%- Highway and road design
  • 1. Pavement design and materials
  • 2. Geometric design principles
- Traffic engineering
  • 1. Traffic flow and capacity analysis
  • 2. Signal design and traffic control
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
Surveying20%- Surveying equipment and methods
  • 1. GPS and modern surveying technologies
  • 2. Total station and leveling instrument operation
- Measurement and calculation techniques
  • 1. Computation and adjustment of survey data
  • 2. Field measurement procedures
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
Municipal Engineering20%- Wastewater and stormwater management
  • 1. Drainage and flood control
  • 2. Sanitary and storm sewer design
- Water supply and distribution
  • 1. Water system design and hydraulics
  • 2. Water quality and treatment basics

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q59-Q64):

NEW QUESTION # 59
Based on the diagram below, what is the percentage slope between D1 and C2 if the grid is 10 m × 10 m?

Answer: C

Explanation:
Percent slope is computed as:
This is the standard civil engineering definition of grade/slope used in surveying, drainage, and roadway work. With a 10 m × 10 m grid, the plan distance between two grid points is determined from the grid spacing (10 m increments). Using the elevations/contours shown at pointsD1andC2, the elevation difference divided by the plan distance yields a slope that matches6.79%. This corresponds to a rise/fall of roughly0.679 m per
10 mof horizontal distance (or an equivalent ratio based on the exact D1-C2 spacing in the grid), which is consistent with the computed percent. Therefore, the correct selection is6.79% (Option C).


NEW QUESTION # 60
A civil engineering technologist is providing culvert location staking in the field for a project. What information is placed on the survey stakes?

Answer: D

Explanation:
Construction staking is intended to communicatelocationandgradeto the crew in a form they can build from.
For pipe and culvert work, the controlling grade is theinvert(flow line), because pipe installation, bedding, and hydraulic performance are governed by the invert elevations at key points (typically inlet/outlet ends and along stationing). Standard staking practice records theoffset distancefrom a control line/centerline and the vertical informationneeded to establish the required grade at the feature being built. Civil surveying references describe that stake markings commonly include distances from control (left/right offsets) and elevation/grade relationships to the feature staked. For culvert/pipeline staking specifically, invert elevations are a primary requirement so that the installed pipe meets design slope and elevation. Therefore, the appropriate stake information is theculvert invert elevationsalong with theoffset to the end of the culvert, enabling accurate placement without occupying the excavation line.


NEW QUESTION # 61
For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?

Answer: D


NEW QUESTION # 62
What two municipal plans are required to define a new civil infrastructure project?

Answer: D

Explanation:
Municipal infrastructure is planned and delivered within a policy framework that linksland use(where growth will occur) withtransportation(how people and goods will move). A Municipal Development Plan (MDP) typically sets the long-term direction for growth, density, servicing, and community form, while a Transportation Master Plan (TMP) establishes the network strategy, modal priorities, and staging for roads, transit, active transportation, and related infrastructure. Together, these two plans provide the integrated basis to define and justify new civil infrastructure projects-what is needed, where it should be located, and how it aligns with growth and mobility objectives. Many municipalities explicitly identify the pairing of an MDP with a TMP as the foundational planning structure guiding infrastructure decisions and capital priorities.
Therefore, the two municipal plans required to define a new civil infrastructure project are theMunicipal Development Planand theTransportation Master Plan.


NEW QUESTION # 63
For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?

Answer: D

Explanation:
Municipal land development commonly requires an approvedstatutory planthat establishes the framework for land use, servicing, staging, and transportation within the development area before detailed subdivision
/engineering can proceed. In many Alberta municipalities (e.g., Edmonton), aNeighbourhood Structure Plan (NSP)is the statutory neighbourhood-level plan used to initiate and guide new neighbourhood development, and municipal documents describe NSPs as beinginitiated by landowners/developersand prepared in cooperation with municipal administration for council consideration/approval. While Area Structure Plans (ASPs) can also be used in some contexts, the document explicitly associated with initiating a new neighbourhood-level land development project in the referenced municipal framework is theNeighbourhood Structure Plan. A historical resources overview and transportation network analysis may be required supporting studies, but they are not the primary statutory plan used to initiate the development. Therefore, the correct answer isNeighbourhood Structure Plan.


NEW QUESTION # 64
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