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| Section | Objectives |
|---|
| Geotechnical Engineering | - Soil Mechanics - Foundation Design Principles
|
| Structural Engineering Basics | - Design Principles and Load Considerations - Structural Analysis Fundamentals
|
| Engineering Fundamentals | - Mathematics and Applied Calculations - Engineering Principles
|
| Transportation Engineering | - Traffic and Pavement Considerations - Roadway Design Basics
|
| Hydraulics and Hydrology | - Fluid Mechanics Fundamentals - Drainage and Water Management Systems
|
| Surveying and CAD Applications | - Computer-Aided Design (CAD) Usage - Land Surveying Principles
|
| Professional Practice and Ethics | - Legal and Regulatory Responsibilities - Engineering Ethics
|
| Civil Engineering Materials and Construction | - Concrete, Steel, and Asphalt Properties - Construction Methods and Techniques
|
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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q14-Q19):
NEW QUESTION # 14
Which of the following is employee's responsibility in regard to PPE?
- A. Receive training on the correct use of PPE.
- B. Select PPE appropriate for the hazard.
- C. Ensure PPE is maintained correctly between uses.
- D. Inspect PPE before use.
Answer: D
Explanation:
Employee responsibilities for PPE typically includeusing PPE as required and checking it is serviceable before use, then reporting defects. Employer responsibilities generally include hazard assessment, selecting
/providing appropriate PPE, ensuring training, and maintaining a program. EM 385-1-1 reflects this division of duties: it requires PPE to be used to control exposures and establishes training requirements covering key aspects of PPE, includinginspection/testingand proper care. Practical safety guidance for workers also states that employees shouldcheck PPE for faults before useand report issues. Among the optionsuployee duty that is broadly applicable across PPE types and aligns with standard safety systems: workers verify their equipment is not damaged, fits correctly, and is suitable for the task before entering the hazard area.
Therefore, the correct answer isA.
NEW QUESTION # 15
What joints are used in the construction process to separate two concrete pours?
- A. Isolation
- B. Construction
- C. Control
- D. Expansion
Answer: B
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 # 16
A contractor is checking final grade elevation in advance of paving operations. What elevation needs to be confirmed before any asphalt is placed?
- A. Top of base
- B. Sidewalk
- C. Culvert inverts
- D. Face of curb
Answer: A
Explanation:
Before asphalt paving, the immediate supporting layer must be at the correct line and grade because asphalt thickness is builton top of the prepared base. Thetop of baseelevation controls final pavement structure thickness and the finished riding surface elevation when combined with asphalt lift thicknesses. If base grade is too high or low, the asphalt thickness will vary outside tolerance, which can affect performance (rutting, cracking), drainage crossfall, and tie-ins at structures and curbs. Standard field inspection practice therefore verifies base course elevations (and crossfall) immediately before paving so corrections (regrading
/recompaction) can be made while accessible. This fits typical roadway QA/QC sequencing: shape and compact subgrade/base to the specified elevations, confirm, then place asphalt lifts to achieve final grade.
Hence, the elevation that must be confirmed prior to placing asphalt istop of base.
NEW QUESTION # 17
Whatto determine the compressive strength of concrete?
- A. Air test
- B. Sieve test
- C. Slump test
- D. Cylinder test
Answer: D
NEW QUESTION # 18
What test should be used to determine the compressive strength of concrete?
- A. Air test
- B. Sieve test
- C. Slump test
- D. Cylinder test
Answer: D
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 # 19
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