Get CTTAM Civil-Engineering-Technology Exam Dumps For Quick Preparation 2026

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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Topic 1: Municipal Engineering20%- Wastewater and stormwater management
  • 1. Sanitary and storm sewer design
  • 2. Drainage and flood control
- Water supply and distribution
  • 1. Water quality and treatment basics
  • 2. Water system design and hydraulics
Topic 2: Surveying20%- Measurement and calculation techniques
  • 1. Computation and adjustment of survey data
  • 2. Field measurement procedures
- Surveying equipment and methods
  • 1. GPS and modern surveying technologies
  • 2. Total station and leveling instrument operation
Topic 3: Materials Testing20%- Soil mechanics and testing
  • 1. Compaction and bearing capacity tests
  • 2. Soil classification and properties
- Concrete and asphalt testing
  • 1. Field and laboratory testing procedures
  • 2. Mix design and quality control
Topic 4: 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
Topic 5: 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

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q17-Q22):

NEW QUESTION # 17
The road cross sections shown have chainage (CH) 1+100 and 1+200. What is the volume of sub-grade material if an averaging method is applied?

Answer: B

Explanation:
The averaging method for earthworks between two stations is theAverage End Areamethod:
whereandare the end areas at the two cross sections andis the station spacing. Here, CH 1+100 to 1+200 givesm. From the cross-section labels in the figure, the two sub-grade areas sum to4.26 m²(e.g., approximately 1.31 m² and 2.95 m²), so the average area ism². Multiply by length:m³. This is the standard approach used for roadway cut/fill and subgrade volume computations between surveyed sections.


NEW QUESTION # 18
Concrete thrust block measures 0.6 m by X m in the diagram. If the test pressure is 1034 kPa and the bearing pressure of the soil is 239 kPa, what is the minimum value of X?

Answer: B

Explanation:
Thrust blocks resist unbalanced pressure forces at fittings (tees/bends/caps) by mobilizing bearing against undisturbed soil. The basic thrust relationship isForce = Pressure × Areaacting on the pipe's internal cross- sectional area. DIPRA's thrust restraint guide states that internal hydrostatic pressure acts on any plane with a force equal toP times A.
From the diagram, the pipe diameter is0.200 m, so pipe area. Thrust. Required soil bearing area. Given block face area, solve. Thus the minimumis0.226 m (Option C).


NEW QUESTION # 19
A geotechnical report indicates the presence of a peat layer in several boreholes. The peat layer ranges in thickness from 450 mm to 1200 mm and is found at a depth of 1.5 m below the existing grade. How should this be addressed in the project specifications that are being prepared?

Answer: B

Explanation:
Peat is a highly organic soil withvery high compressibility, low shear strength, and problematic long-term settlement behavior. If peat is present within the stress influence zone of foundations or slabs (here, relatively shallow at ~1.5 m depth), typical construction practice is to treat it asunsuitable materialunless a designed ground-improvement solution is explicitly adopted. When the geotechnical investigation identifies such material in advance, the project specifications should convert that known condition into aclear scope requirementso pricing and execution are defined-commonly by requiringover-excavation/removal and replacement with suitable compacted fillin affected areas, subject to engineer direction and limits. USACE guidance for earthworks/foundations explicitly states thatsoft or organic spots in the foundation should be removed and replaced with compacted materialas part of foundation preparation.
Therefore, the most appropriate way to address the identified peat in the specifications is toinclude a clause requiring peat removal(and replacement per spec), which isOption C.


NEW QUESTION # 20
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 # 21
What type of survey stake is shown in the image below?

Answer: C

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 # 22
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