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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q88-Q93):

NEW QUESTION # 88
A civil engineering technologist is to inspect control joint saw-cuts on a newly poured concrete slab. What saw cut depth would be typically specified?

Answer: B

Explanation:
Control joints (contraction joints) are intended to create aplane of weaknessso shrinkage cracking forms at the joint rather than randomly. For saw-cut control joints, typical practice is to cut deep enough to be effective but not so deep that it compromises slab capacity or cuts reinforcement. Civil engineering materials references describe contraction/control joints as used to control cracking and indicate that the joint must form an intentional weakened section. A common "rule of thumb" for saw-cut depth is approximatelyone-quarter of the slab thicknessfor conventional slabs-on-grade (deeper cuts may be specified for thicker slabs or special conditions, but 1/4 is the typical baseline). This depth is generally sufficient to initiate cracking at the joint line while preserving structural integrity of the slab. Therefore, the typical specified saw cut depth is1/4 of the total slab depth.


NEW QUESTION # 89
For granular material, what is the typical optimum moisture content for dry densities ranging from 2100 kg/m³ to 2200 kg/m³?

Answer: A

Explanation:
Theoptimum moisture content (OMC)is the moisture content at which a soil achievesmaximum dry density for a given compactive effort on the Proctor curve. Granular materials (sands/gravels with low plastic fines) typically requirerelatively low moistureto reach peak density because their structure densifies primarily by particle rearrangement; only a small amount of water is needed to lubricate contacts and aid compaction.
Training/compaction manuals define OMC as the peak of the moisture-density relationship and highlight that coarse-grained materials generally peak at lower moisture than fine-grained soils. A maximum dry density range of about2100-2200 kg/m³(#2.10-2.20 Mg/m³) is consistent with well-compacted granular base
/subbase, which commonly has an OMC in thesingle-digit percentrange. Therefore, the typical OMC range that best matches granular materials at these densities is4-7%.


NEW QUESTION # 90
Which of the following situations would cause the most serious delay on a project?

Answer: C

Explanation:
Unexpected discovery ofhuman remains/burials(or suspected remains) during excavation can trigger immediate legal and procedural requirements that typically halt work in the affected area. Environmental and regulatory guidance for construction sites commonly instructs contractors tostop workand notify appropriate authorities (e.g., police/coroner and archaeological authorities) when human skeletal remains are found. This can lead to investigations, permitting/licensing, archaeological excavation, and documentation, all of which may significantly disrupt sequencing and access and can extend for days to months depending on findings and jurisdictional requirements. In contrast, a single non-fatal injury, a flooded trench, or a ruptured gas service line can be serious and may cause delays, but they are often addressed through emergency response and repair
/restoration measures within defined operational procedures. Because discoveries of bones/remains can impose mandatory stoppages and third-party involvement before work can resume, they are typically among the most serious schedule impacts.


NEW QUESTION # 91
Which of the following is the most effective way to monitor progress on projects?

Answer: B

Explanation:
Progress monitoring must be based onverification of actual field conditions, not solely on verbal updates or early baseline objectives. Regular site visits (site walks/inspections) provide direct observation of installed work, sequencing, constraints, and emerging issues, allowing the project team to compareplanned vs. actual progress and confirm that reported completion aligns with physical reality. Inspection practice references note that site inspectors commonly attend progress meetings and produce written reports specifically to provide an independent view of progress and site conditions to the contract administrator. This is more reliable than asking subcontractors informally, and public meetings are not a progress measurement tool. Reviewing preliminary timeline objectives is useful for planning but does not confirm actual production. Therefore, the most effective method listed for monitoring progress is toconduct regular site visits, supported by documented observations and reporting.


NEW QUESTION # 92
Which are five different types of driver maneuvers a technologist must consider when designing an at-grade intersection?

Answer: B

Explanation:
At-grade intersection design is governed by how vehicle paths interact-i.e., the fundamentalconflict types and maneuver classes that must be accommodated by geometry, channelization, and traffic control. AASHTO' s intersection chapter explicitly categorizes vehicular conflict points and illustrates them using the maneuver typesdiverging, merging, and crossing, and it addresses how turning movements create and interact with these conflicts within the functional area of intersections.
In addition, AASHTO describesweavingas the condition where one-way traffic streams cross bymerging and divergingmaneuvers-another key operational behavior that affects design and level of service.
Putting these together, the five maneuvers a technologist must consider in intersection design arediverging, merging, weaving, crossing, and turning, which corresponds exactly toOption B.


NEW QUESTION # 93
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