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| Section | Weight | Objectives |
|---|---|---|
| Surveying | 20% | - Surveying equipment and methods
|
| Transportation Engineering | 20% | - Highway and road design
|
| Structural Design Fundamentals | 20% | - Structural analysis
|
| Municipal Engineering | 20% | - Wastewater and stormwater management
|
| Materials Testing | 20% | - Concrete and asphalt testing
|
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NEW QUESTION # 107
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: D
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 # 108
What is the bearing capacity of soil?
Answer: A
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 # 109
An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?
Answer: B
Explanation:
Engineered I-joists are proprietary structural products with capacity and allowable hole/notch limits governed by themanufacturer's engineeringand publishedspecifier guides/repair details. A hole at or near a bearing is particularly critical because shear demands and web stresses are highest near supports, and manufacturers explicitly restrict hole proximity to bearings and provide specific repair details when holes occur in sensitive zones. For example, Weyerhaeuser's TJI repair technical bulletin states conditions for repair applicability and includes "DO NOT" limitations related to holes overlapping the inside face of bearing and other proximity restrictions, indicating that manufacturer guidance controls whether a joist is acceptable and how it must be repaired. Industry good-practice guidance similarly emphasizes that manufacturer instructions must be followed and holes should not be over supports/bearings without approval and prescribed reinforcement.
Therefore, the best way to verify integrity is tocontact the manufacturer(or their engineering support) and follow their published repair/acceptance requirements.
NEW QUESTION # 110
What two municipal plans are required to define a new civil infrastructure project?
Answer: D
Explanation:
Municipal infrastructure is planned and delivered within a policy framework that linksland use(where growth will occur) withtransportation(how people and goods will move). A Municipal Development Plan (MDP) typically sets the long-term direction for growth, density, servicing, and community form, while a Transportation Master Plan (TMP) establishes the network strategy, modal priorities, and staging for roads, transit, active transportation, and related infrastructure. Together, these two plans provide the integrated basis to define and justify new civil infrastructure projects-what is needed, where it should be located, and how it aligns with growth and mobility objectives. Many municipalities explicitly identify the pairing of an MDP with a TMP as the foundational planning structure guiding infrastructure decisions and capital priorities.
Therefore, the two municipal plans required to define a new civil infrastructure project are theMunicipal Development Planand theTransportation Master Plan.
NEW QUESTION # 111
EXCERPT FROM MUNICIPAL BYLAW 1234 - ZONING
Section 3: Single family zone
3.1 All dwellings shall house one family.
3.2 All dwellings shall have a minimum main floor area of 120 m².
3.3 All dwellings shall be constructed a minimum of 10.0 m from the front property line, 15.0 m from the rear property line, and 1.5 m from the side property lines.
3.4 An application that does not fulfill the above requirements shall be referred to Council.
Answer: A
Explanation:
This question is resolved by applying the bylaw excerpt exactly as written. Sections 3.1 to 3.3 define the zoning requirements, and Section 3.4 dictates the decision rule:if an application does not fulfill the requirements, it must be referred to Council. Therefore, the correct action for any noncompliant application is referral to Council, not approval and not outright rejection under the terms provided in the excerpt. Option C is the only option that aligns with the bylaw's stated administrative process. Option A applies only when all requirements are satisfied. Options B and D give rejection rationales, but the excerpt does not state that the application is rejected automatically; instead, it specifies referral to Council. Hence, the correct answer isC.
NEW QUESTION # 112
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