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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q30-Q35):

NEW QUESTION # 30
In which step in this diagram will a general contractor need to consider their bonding capacity?

A. Notify subcontractors
B. Decision to bid
C. Management review
D. Complete bid report

Answer: B

Explanation:
Bonding capacity is a contractor's available surety credit-how much bonded work they can carry at once and still qualify for required bid/performance/payment bonds. This must be evaluatedbeforecommitting to pursue the tender, because the ability to provide bonding is often amandatory bid requirementand affects whether the contractor can submit a compliant bid and subsequently execute the contract. If bonding is not available (or limits would be exceeded), time spent on pricing, subcontractor solicitation, and bid compilation may be wasted and could expose the firm to reputational and procurement risk. Construction project delivery and contracting processes emphasize early go/no-go decisions based on constraints (capacity, risk, resources, financial/security requirements) before major estimating effort is expended. Therefore, bonding capacity should be considered at the earliest gate where the firm commits to compete-the decision to bid-so the contractor confirms eligibility and capability before mobilizing the full bid preparation process.

NEW QUESTION # 31
Which of the following isnota type of structural foundation system used to hold the weight of a building?

A. Structural slab-on-grade
B. Wall and strip footings
C. Concrete formwork
D. Grade beam and piles

Answer: C

Explanation:
A "foundation system" is a permanent structural/geotechnical arrangement that transfers building loads to the supporting ground (e.g., shallow foundations like strip/spread footings or slabs-on-grade, and deep foundations like piles with grade beams). Options A, B, and D are all recognized foundation systems: pile
/grade beam systems are deep foundation solutions; wall and strip footings are shallow continuous foundations; and structural slabs-on-grade are shallow systems that distribute loads to prepared subgrade. By contrast,concrete formworkis atemporary construction means-the molds, supports, and bracing used to shape and support fresh concrete until it gains strength. Formwork is not part of the final load path once removed, and it does not function as a load-transfer system into soil/rock. Therefore, among the choices, the item that is not a foundation system isconcrete formwork.

NEW QUESTION # 32
What is the bearing capacity of soil?

A. Highest pressure of force that foundation soil can withstand before crumbling
B. Highest concentrated load applied to soil for maximum compaction
C. Maximum concentrated load that soil can take under pressure
D. Maximum pressure that soil can withstand without undergoing shear failure

Answer: D

Explanation:
In foundation engineering, "bearing capacity" refers to themaximum bearing pressurethat soil can support under a foundationwithout a shear failure mechanismdeveloping in the ground, and (in allowable/safe terms) without causingexcessive settlement. In practice, design is based onallowable bearing capacity
/allowable bearing pressure, which is the net pressure (beyond overburden) that will not cause shear failure or excessive settlements, after applying an appropriate factor of safety. This concept is tied to classic bearing- capacity theories (e.g., Terzaghi) that predict shear failure along defined surfaces beneath a footing.
Therefore, the best definition among the options is the one referencingmaximum pressure without shear failure, not a "concentrated load," compaction, or "crumbling."

NEW QUESTION # 33
A site inspection reveals a beam that does not conform to Issued for Construction (IFC) drawings. What should be done?

A. Document the issue and notify the engineer
B. Remove the beam and notify the contractor
C. Verify engineering calculations on IFC drawings
D. Document the issue and file it

Answer: A

Explanation:
When inspection identifies nonconforming work relative to IFC drawings, the inspector/technologist's role is todocumentthe condition (location, description, measurements, photos) andnotify the responsible design professional/engineerfor disposition. This aligns with formal quality control/assurance processes: field staff identify and record deviations; the engineer evaluates structural implications and issues written instructions (accept as-is, remediate, redesign, or replace). Acting unilaterally to remove a beam (option B) exceeds typical authority and may create safety and contractual issues. Simply filing without notification (C) fails to address a potentially serious structural deficiency. Rechecking the IFC calculations (D) is not the immediate construction control action; the priority is to initiate an engineering review of the nonconformance. Civil engineering project practice stresses maintaining complete inspection records and communicating significant issues through appropriate channels for corrective action. Therefore, the correct action isdocument the issue and notify the engineer.

NEW QUESTION # 34
For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?

A. Historical resources overview
B. Transportation network analysis
C. Neighbourhood Structure Plan
D. Area Structure Plan

Answer: C

NEW QUESTION # 35
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