CTTAM Civil-Engineering-Technology dumps - in .pdf

Civil-Engineering-Technology pdf
  • Exam Code: Civil-Engineering-Technology
  • Exam Name: Technical Examination - Civil Engineering Technology C.E.T
  • Updated: Jul 02, 2026
  • Q & A: 112 Questions and Answers
  • PDF Price: $59.99
  • Free Demo

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  • Exam Code: Civil-Engineering-Technology
  • Exam Name: Technical Examination - Civil Engineering Technology C.E.T
  • Updated: Jul 02, 2026
  • Q & A: 112 Questions and Answers
  • PDF Version + PC Test Engine + Online Test Engine
  • Value Pack Total: $119.98  $79.99
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CTTAM Civil-Engineering-Technology dumps - Testing Engine

Civil-Engineering-Technology Testing Engine
  • Exam Code: Civil-Engineering-Technology
  • Exam Name: Technical Examination - Civil Engineering Technology C.E.T
  • Updated: Jul 02, 2026
  • Q & A: 112 Questions and Answers
  • Software Price: $59.99
  • Testing Engine

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions:

1. The delay in the delivery of a critical item may affect the completion date for a project. Which of the following would be the best course of action?

A) Continue the work on the project as planned.
B) Insist that the supplier meet the original delivery date.
C) Inform the client of possible delays.
D) Tell the client that the delivery is on schedule.


2. Whatto determine the compressive strength of concrete?

A) Sieve test
B) Slump test
C) Cylinder test
D) Air test


3. What two municipal plans are required to define a new civil infrastructure project?

A) Residential/commercial development plan and transportation plan
B) Municipal Development Plan and city transit plan
C) Municipal Development Plan and Transportation Master Plan
D) Residential/commercial development plan and city transit plan


4. A soil sample has a porosity of 40%, and the specific gravity of solids is 2.60. What would be the approximate value of dry density of the soil if the soil is completely saturated?

A) 20.45 kN/m³
B) 40.25 kN/m³
C) 25.85 kN/m³
D) 15.30 kN/m³


5. A contractor is using a compactor on a hot and dry day and quickly compacts a dry 300 mm thickness of sub- base without adding water. The soil is near optimum moisture. A civil engineering technologist completes compaction tests and finds that specifications have not been achieved. What should be done?

A) Re-compact and retest the soil.
B) Add water and re-compact.
C) Continue with base placement and compaction.
D) Strip the sub-base down to sub-grade and import new material.


Solutions:

Question # 1
Answer: C
Question # 2
Answer: C
Question # 3
Answer: C
Question # 4
Answer: D
Question # 5
Answer: A

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