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| Section | Weight | Objectives |
|---|
| Topic 1: 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
|
| Topic 2: Municipal Engineering | 20% | - 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
|
| Topic 3: Materials Testing | 20% | - Concrete and asphalt testing
- 1. Field and laboratory testing procedures
- 2. Mix design and quality control
- Soil mechanics and testing
- 1. Soil classification and properties
- 2. Compaction and bearing capacity tests
|
| Topic 4: Structural Design Fundamentals | 20% | - Design of structural elements
- 1. Steel and timber design basics
- 2. Reinforced concrete design
- Structural analysis
- 1. Load determination and load paths
- 2. Analysis of beams, columns, and frames
|
| Topic 5: Surveying | 20% | - Measurement and calculation techniques
- 1. Field measurement procedures
- 2. Computation and adjustment of survey data
- Surveying equipment and methods
- 1. GPS and modern surveying technologies
- 2. Total station and leveling instrument operation
|
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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q35-Q40):
NEW QUESTION # 35
What test should be used to determine the compressive strength of concrete?
- A. Sieve test
- B. Slump test
- C. Cylinder test
- D. Air test
Answer: C
Explanation:
Compressive strength is a hardened-concrete property verified by testing a standardized specimen under axial compression until failure. The standard field practice is to castconcrete cylindersfrom a representative sample, cure them under specified conditions, and test them in a compression machine at required ages (commonly 7 and 28 days) to confirm the concrete meets the specified strength. Civil engineering references describe that the compressive strength is computed from the maximum load at failure and the cylinder's cross- sectional area, and that cylinder testing is the accepted quality-control/acceptance method for structural concrete.
Slump testing only indicates fresh concrete consistency, air testing addresses durability-related air entrainment, and sieve testing applies to aggregates rather than hardened concrete strength. Thus, the correct test to determine compressive strength is thecylinder test (Option B).
NEW QUESTION # 36
What two municipal plans are required to define a new civil infrastructure project?
- A. Residential/commercial development plan and city transit plan
- B. Municipal Development Plan and city transit plan
- C. Residential/commercial development plan and transportation plan
- D. Municipal Development Plan and Transportation Master Plan
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 # 37
A civil engineering technologist asked an engineer in training (EIT) to write a deficiency report. After a few revisions, the report is still disorganized and has errors. What would be an appropriate action to take for the technologist?
- A. Complete the document on behalf of the EIT.
- B. Explain to the EIT the importance of meeting deadlines.
- C. Report the EIT to the supervisor and recommend training.
- D. Assist the EIT in re-writing the report.
Answer: D
NEW QUESTION # 38
A civil engineering technologist works for a contractor. An engineer notifies him that the depth of concrete pilings needs to be increased. What is the first thing the civil engineering technologist should do?
- A. Proceed with the revised work as instructed.
- B. Present revised environmental considerations to the project engineer.
- C. Proceed with the work according to the original contract.
- D. Present the change in costs and schedules to the project manager.
Answer: D
Explanation:
Increasing pile depth is a scope change that affectsquantity of work, time, equipment effort, and cost. In contract-based construction, changes are handled throughformal change mechanisms(variations/change orders) that adjust scope, schedule, resources, and compensation as part of the contract documents. Civil engineering construction references define a change order as a formal document used to modify the contractual agreement and note that change orders may be established for changes in schedule, resource allocation, scope, and compensation. Because the technologist works for the contractor, the immediate project- control step is to ensure the project manager is aware of the impact so that pricing, schedule updates, and contractual change procedures can be initiated before proceeding. Simply proceeding (original or revised) without addressing cost/schedule implications risks uncompensated work and unmanaged schedule impacts.
Therefore, the first action is topresent the change in costs and schedules to the project manager.
NEW QUESTION # 39
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?
- A. Contact the manufacturer for further information.
- B. Ask a mechanical contractor to remove the obstacle.
- C. Consult another technologist for engineering calculations.
- D. Contact a supplier for detailed design information.
Answer: A
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 # 40
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