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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q35-Q40):
NEW QUESTION # 35
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 # 36
A cologist is required to inspect the installation of a sanitary service pipe to confirm the slope. The technologist measures an elevation of 705.667 at the end of the service and 705.202 at the main. The horizontal measurement from the main to the end of the service is 22.10 m. What is the slope of the pipe?
Answer: C
Explanation:
Pipe slope is computed asrise (or fall) divided by run, expressed as a percent:
This matches standard civil engineering definitions of grade/slope as elevation change over horizontal distance.
Here, the elevation drop from the service end to the ma5.202 =0.465 m.
Horizontal distance (run) =22.10 m.
Slope = 0.465 / 22.10 = 0.02104 =2.104%, which rounds to2.1%.
This calculation reflects standard practice used in roadway and pipeline work for checking grades, confirming that installed utilities meet design slopes for gravity flow. The answer choice that matches the computed slope is2.1% (Option C).
NEW QUESTION # 37
For a land development project to be initiated, which of the following documents must be submitted to the municipality for approval?
Answer: B
Explanation:
Municipal land development commonly requires an approvedstatutory planthat establishes the framework for land use, servicing, staging, and transportation within the development area before detailed subdivision
/engineering can proceed. In many Alberta municipalities (e.g., Edmonton), aNeighbourhood Structure Plan (NSP)is the statutory neighbourhood-level plan used to initiate and guide new neighbourhood development, and municipal documents describe NSPs as beinginitiated by landowners/developersand prepared in cooperation with municipal administration for council consideration/approval. While Area Structure Plans (ASPs) can also be used in some contexts, the document explicitly associated with initiating a new neighbourhood-level land development project in the referenced municipal framework is theNeighbourhood Structure Plan. A historical resources overview and transportation network analysis may be required supporting studies, but they are not the primary statutory plan used to initiate the development. Therefore, the correct answer isNeighbourhood Structure Plan.
NEW QUESTION # 38
In an oil and gas project, the location of a pile is offset by 78 mm north and 54 mm east of the key location plan. The location was stamped and issued for construction by a consulting engineering company. The statement on the drawings says, "Offset more than 75 mm is not accepted." Which of the following is the best approach for the civil engineering technologist to take?
Answer: A
Explanation:
When IFC drawings state a tolerance limit, exceeding it (78 mm > 75 mm) creates anonconformancethat must be dispositioned through the proper technical authority rather than accepted informally in the field. The appropriate response is todocument the deviationand escalate it through the project's formal communication
/decision chain so engineering can assess structural implications and provide written direction (accept as-is, redesign, relocate, mitigation). Labi outlines that when significant issues arise, effective professional practice includes maintaining records and communicating through the organization's chain of command as part of a formal resolution process. Lindeburg's ethics discussion also emphasizes notifying proper authorities when decisions may adversely affect public safety and welfare-supporting escalation rather than informal acceptance. Therefore, the best approach is to submit anon-conformance reportto thedesign engineerfor review and advice.
NEW QUESTION # 39
Which of the following correctly indicates the information that must be provided on a site plan?
Answer: B
Explanation:
A site plan is a permitting and construction control document that must allow reviewers and builders to verify property identification,zoning compliance, andgrading/drainage intent. Thelegal descriptionidentifies the parcel unambiguously for land/title and municipal records.Setback distancesare required to demonstrate compliance with zoning bylaws (front/rear/side yard requirements, easements, and building placement).Finish gradesare required to show how the site will drain, how elevations relate to adjacent properties and infrastructure, and to support earthworks and servicing design. Together, these three items are the common minimum "must-have" information set: legal description (what lot), setbacks (where you can build), and finish grades (how the site will be shaped and drained). Civil engineering site development practice treats these as core content of a site plan because they support approvals and constructability.
NEW QUESTION # 40
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