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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

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

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q87-Q92):

NEW QUESTION # 87
An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?

Answer: B

Explanation:
Engineered I-joists are proprietary structural products with capacity and allowable hole/notch limits governed by themanufacturer's engineeringand publishedspecifier guides/repair details. A hole at or near a bearing is particularly critical because shear demands and web stresses are highest near supports, and manufacturers explicitly restrict hole proximity to bearings and provide specific repair details when holes occur in sensitive zones. For example, Weyerhaeuser's TJI repair technical bulletin states conditions for repair applicability and includes "DO NOT" limitations related to holes overlapping the inside face of bearing and other proximity restrictions, indicating that manufacturer guidance controls whether a joist is acceptable and how it must be repaired. Industry good-practice guidance similarly emphasizes that manufacturer instructions must be followed and holes should not be over supports/bearings without approval and prescribed reinforcement.
Therefore, the best way to verify integrity is tocontact the manufacturer(or their engineering support) and follow their published repair/acceptance requirements.


NEW QUESTION # 88
A gas fireplace has been installed by the general contractor's sub-trade. After numerous repair attempts, it is still not operating properly. How should the owner correct the problem?

Answer: B

Explanation:
Under standard construction contracting practice, thegeneral contractor (prime contractor)is responsible for the overall delivery of the work, including coordination and quality of subcontractors' work and correction of deficiencies that fall under the contract's quality obligations and warranty requirements. Warranties are specifically described as requiring the contractor to repair or replace deficient work within a specified period at the contractor's expense. Since the subcontractor is contractually accountable to the general contractor (not directly to the owner in a typical arrangement), the owner's most effective and proper route is to require the general contractorto address the deficiency, manage the subcontractor, and ensure the system performs as required. Escalating directly to a new contractor and back-charging can be possible, but it is typically a later remedy after formal notice and contract procedures. Contacting the manufacturer may help diagnose, but it does not replace contractual responsibility for correction. Therefore, the correct action is toask the general contractor to review and correct the installation.


NEW QUESTION # 89
Which of the following correctly indicates the information that must be provided on a site plan?

Answer: C

Explanation:
A site plan is a permitting and construction control document that must allow reviewers and builders to verify property identification,zoning compliance, andgrading/drainage intent. Thelegal descriptionidentifies the parcel unambiguously for land/title and municipal records.Setback distancesare required to demonstrate compliance with zoning bylaws (front/rear/side yard requirements, easements, and building placement).Finish gradesare required to show how the site will drain, how elevations relate to adjacent properties and infrastructure, and to support earthworks and servicing design. Together, these three items are the common minimum "must-have" information set: legal description (what lot), setbacks (where you can build), and finish grades (how the site will be shaped and drained). Civil engineering site development practice treats these as core content of a site plan because they support approvals and constructability.


NEW QUESTION # 90
What joints are used in the construction process to separate two concrete pours?

Answer: C

Explanation:
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.


NEW QUESTION # 91
A civil engineering technologist needs to recommend a foundation design for a commercial building. The borehole logs identify unsuitable bearing soils beneath the proposed floor elevation to a depth of 4 m and shallow bedrock at 5 m. Which of the following types of design should the technologist recommend?

Answer: A

Explanation:
The subsurface profile indicates a weak/unsuitable bearing stratum extending several metres below the proposed founding level, withcompetent bedrock close beneath(shallow bedrock at about 5 m). Shallow foundations (slab-on-grade or strip footings) depend on adequate near-surface bearing capacity and acceptable settlement; with unsuitable soils to 4 m, shallow options would risk excessive settlement or bearing failure unless major ground improvement is performed. Where a strong bearing stratum such as bedrock is available at practical depth,end-bearing pilesare commonly selected to transfer structural loads through weak soils and seat on (or be socketed into) the competent stratum. Engineering references define end-bearing piles as piles driven/drilled to a firm layer/bedrock so that axial load is carried primarily inend bearingrather than relying on skin friction in weak compressible soils. With shallow bedrock, end-bearing piles provide a direct and reliable load path and reduce settlement uncertainty versus friction piles in poor soils.


NEW QUESTION # 92
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