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Latest Civil-Engineering-Technology Test Cram & Certification Civil-Engineering-Technology Sample Questions
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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q31-Q36):
NEW QUESTION # 31
Typically, what is the maximum time that concrete can be in a mixer truck before it is discharged?
- A. Over 4 hours
- B. Under 2 hours
- C. 3-4 hours
- D. 2-3 hours
Answer: B
Explanation:
Ready-mixed concrete must be placed and discharged within a controlled time window to ensure workability and performance are not compromised by slump loss, early setting, or excess mixing. Historically, widely used industry standards and guidance for ready-mixed concrete commonly referenced a90-minutedischarge limit (or equivalent revolutions limit) from the start of mixing to completion of discharge, unless otherwise specified by project requirements. A 90-minute rule falls clearly within "under 2 hours," making that option the best match to typical industry practice reflected in technical discussion and standards commentary. While some newer editions of ASTM C94 allow the purchaser and producer to establish a project-specific limit, the traditional default guidance that many practitioners associate with mixer-truck discharge remains well under two hours. Therefore, the correct selection among the provided options isUnder 2 hours.
NEW QUESTION # 32
Whatto determine the compressive strength of concrete?
- A. Sieve test
- B. Cylinder test
- C. Slump test
- D. Air test
Answer: B
NEW QUESTION # 33
What is a silt fence used for?
- A. To mark the construction limits of the project
- B. To prevent water from moving through the site
- C. To prevent the public from accessing the construction site
- D. To prevent soil from moving through the site due to erosion
Answer: D
Explanation:
A silt fence is an erosion and sediment control measure intended toretain sedimentcarried by runoff, reducing offsite sedimentation. Lindeburg describes temporary silt fences as measures using posts and filter cloth (e.g., filter fabric) placed on the upstream side toretain suspended silt particles in runoff water. This purpose is to reducesoil movement(sediment transport) caused by erosion processes during construction, especially oalong drainage paths where siltation is expected. The fence does not "stop water" (runoff still passes through while sediment is filtered), is not primarily a site limit marker, and is not an access control barrier for the public. Therefore, the correct statement is that a silt fence is usedto prevent soil from moving through the site due to erosion.
NEW QUESTION # 34
Which of the following illustrates a cantilever?
- A. (image option D)
- B. (image option B)
- C. (image option A)
- D. (image option C)
Answer: C
Explanation:
A cantilever is defined as a beam or structural member that isfixed (built-in) at one end and free at the other
, resisting loads through bending and shear while the support provides the restraint against rotation and translation. Classic structural descriptions emphasize that a cantilever is "held only at one end while supporting weight or resisting motion all along its free length," which distinguishes it from simply supported beams (supported at two ends) or fixed-fixed beams (built-in at both ends). In the provided options, the correct illustration is the one showing a member rigidly attached at one end (fixed support) and extending outward with the opposite end unsupported (free). That configuration matches optionA, while the other options depict different support conditions (e.g., simply supported or fixed at both ends). Therefore, the diagram that illustrates a cantilever isA.
NEW QUESTION # 35
Which soil test identifies the minimum water content at which the soil begins to crumble?
- A. Permeability limit
- B. Shrinkage limit
- C. Plastic limit
- D. Liquid limit
Answer: C
Explanation:
The Atterberg litent boundaries between consistency states of fine-grained soils. Theplastic limit (PL)is the water content at the boundary between theplasticandsemi-solidstates-below this moisture condition, the soil can no longer be rolled/deformed withoutcrumbling, indicating it has transitioned out of the plastic range.
Civil engineering references define PL explicitly as the water content corresponding to the transition between the semi-solid and plastic state (i.e., the lower boundary of plastic behavior). Similarly, soils testing references define PL as the boundary between plastic and semi-solid states (with liquid limit defining plastic-to-liquid boundary).
NEW QUESTION # 36
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