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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Structural Design Fundamentals20%- 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
Transportation Engineering20%- Highway and road design
  • 1. Pavement design and materials
  • 2. Geometric design principles
- Traffic engineering
  • 1. Signal design and traffic control
  • 2. Traffic flow and capacity analysis
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
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
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

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q40-Q45):

NEW QUESTION # 40
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?

Answer: C

Explanation:
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.


NEW QUESTION # 41
Which of the following items appears on a record drawing?

Answer: D

Explanation:
Record drawings (often associated with "as-built" documentation) are the finalized drawing set that reflects theconstructed conditionof the project. Their core purpose is to capture and preservefield changesand deviations from the original issued construction documents so that the owner and future stakeholders have an accurate technical record for operations, maintenance, and future modifications. During construction, changes can occur due to site conflicts, approved substitutions, design clarifications, and coordination between trades.
Those modifications must be consolidated so the final drawings match what was actually installed. In contrast, initial estimates and tender quantities belong to procurement and cost management documentation, while safety meeting minutes belong to safety administration records. A record drawing therefore focuses on revisions to the original design-locations, sizes, elevations, and details that differ from the original plan set-so that the final documents represent the "as-constructed" asset. This is why "changes from the original construction documents" is the defining item that appears on record drawings.


NEW QUESTION # 42
What type of survey stake is shown in the image below?

Answer: D

Explanation:
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.


NEW QUESTION # 43
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?

Answer: C

Explanation:
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.


NEW QUESTION # 44
Which structural components are indicated by the letters A, B, C, and D in the image below?

Answer: A

Explanation:
Comprehensive and Detailed 150 to 200 words of Explanation From Civil Engineerurces:
The depicted assembly is a typical framed deck platform: verticalpostssupport larger horizontal members ( beams/girders) which in turn support closely spacedjoists, with thedeckinglayer on top forming the walking surface. Structural terminology distinguishes ajoistas a secondary member supporting floors/roofs, while decking(planking/metal deck/boards) forms the surface supported by joists. EM 385-1-1 defines steel joists as secondary load-carrying members used to support floors and roofs, and it uses "metal decking" as the surface system placed on framing members/joists-confirming the joist-decking relationship in structural assemblies.
The image's labels correspond to: A =post(vertical support), B =joist(repetitive smaller members), C =beam (primary horizontal support under joists), and D =decking(top surface). That mapping matches optionC.


NEW QUESTION # 45
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