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| Section | Weight | Objectives |
|---|
| Materials Testing | 20% | - Concrete and asphalt testing
- 1. Field and laboratory testing procedures
- 2. Mix design and quality control
- Soil mechanics and testing
- 1. Compaction and bearing capacity tests
- 2. Soil classification and properties
|
| Surveying | 20% | - 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
|
| Transportation Engineering | 20% | - Highway and road design
- 1. Geometric design principles
- 2. Pavement design and materials
- Traffic engineering
- 1. Signal design and traffic control
- 2. Traffic flow and capacity analysis
|
| Structural Design Fundamentals | 20% | - 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
|
| Municipal Engineering | 20% | - Water supply and distribution
- 1. Water quality and treatment basics
- 2. Water system design and hydraulics
- Wastewater and stormwater management
- 1. Drainage and flood control
- 2. Sanitary and storm sewer design
|
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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q40-Q45):
NEW QUESTION # 40
What is the purpose of a spiral curve in highway design?
- A. To transition into a circular curve
- B. To slow traffic when the minimum sight distance cannot be achieved
- C. To slow traffic when the superelevation of the lane is greater than 5%
- D. To transition onto a vertical curve
Answer: A
Explanation:
Aspiral (transition) curveis used in horizontal alignment to provide a gradual change in curvature from a tangent (infinite radius) to a circular curve (constant radius). AASHTO explains that spiral transition curves simulate the natural turning path of a vehicle and allow lateral acceleration (and side friction demand) to increase/decrease gradually as drivers enter/exit the circular curve, improving comfort and reducing encroachment. AASHTO also notes that the transition curve length provides a suitable location to develop superelevation runoffsmoothly from normal crown to full superelevation. These functions are specifically about transitioning into (and out of) the circular curve, not slowing traffic or transitioning vertical alignment.
Therefore, the purpose of a spiral curve isto transition into a circular curvewhile providing a smooth geometric and superelevation transition for drivers.
NEW QUESTION # 41
What would be the best step for an engineering team to propose to a client when reviewing a concept before a project is initiated?
- A. Feasibility study
- B. Life cycle cost analysis
- C. Preliminary design
- D. Detailed design
Answer: A
Explanation:
Before a project is initiated, the essential decision is whether the concept isviable-technically, economically, and in terms of risks, constraints, and stakeholder needs. Afeasibility studyis the recognized pre-initiation step that evaluates alternatives at a high level, confirms the problem/need, examines constraints, and establishes whether moving into design is justified. In civil engineering systems development, feasibility is treated as an early stage that precedes planning and detailed design, with early cost and uncertainty considerations explicitly tied to the feasibility stage. Life cycle cost analysis is valuable, but it is typically one component used within feasibility/planning decisions rather than the primary "best step" to propose before initiation. Preliminary and detailed design occur after feasibility confirms the concept should proceed.
Therefore, the best step to propose at concept review before initiation is afeasibility study.
NEW QUESTION # 42
Which document must be submitted with a tender, if the project requires bonding?
- A. Building Permit
- B. Certificate of Recognition
- C. Certificate of Insurance
- D. Consent of Surety
Answer: D
Explanation:
When tender documents require bonding (e.g., bid bond with subsequent performance and labour/material payment bonds), owners often require evidence at tender time that the bidder's surety will provide the required bonds if the bidder is awarded the contract. AConsent of Surety(also referred to as an "agreement to bond" in many procurement contexts) is a document issued by the surety confirming its commitment to issue the required bonds for the project upon award, subject to stated conditions. This is used specifically during the tendering process to demonstrate bonding capacity/availability tied to that bid. The other documents listed (COR, insurance certificate, building permit) may be required at various stages, but they do not serve as the tender-stage confirmation of surety support for bonding. Therefore, the required tender submission when bonding is required isConsent of Surety.
NEW QUESTION # 43
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?

- A. 0.226 m
- B. 0.030 m
- C. 0.136 m
- D. 0.304 m
Answer: A
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 # 44
A civil engineering technologist is designing a sanitary collection system that is being constructed below the groundwater table. The owner requested that the system be pressure tested in order to minimize the infiltration into the collection system. Which of the following would be a major design consideration for the collection system?
- A. Manhole type
- B. Pipe diameter
- C. Manhole material
- D. Pipe material
Answer: A
Explanation:
When sanitary infrastructure is installedbelow the groundwater table, a primary risk isinfiltration- groundwater entering the system through joints, defects, and especiallyappurtenances. Even if pipe joints are specified as watertight and pipes can pass leakage testing, manholes are frequent infiltration pathways due to multiple penetrations (service connections), interfaces (frame-to-cone), and exposure to groundwater head.
Civil engineering references identify infiltration/inflow sources that include "holes in manhole covers" and other manhole-related entry paths, highlighting that manholes are critical control points in sanitary systems.
Therefore, a major design consideration-particularly whessure/leakage testing to reduce infiltration-is specifying awatertight manhole type(e.g., gasketed/booted connections, sealed sections, appropriate access components) suitable for submerged conditions. Pipe diameter primarily affects hydraulic capacity, and
"manhole material" alone does not fully address leakage performance unless paired with watertight design features. The best answer ismanhole type.
NEW QUESTION # 45
......
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