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| Section | Weight | Objectives |
|---|---|---|
| Municipal Engineering | 20% | - Wastewater and stormwater management
|
| Transportation Engineering | 20% | - Highway and road design
|
| Materials Testing | 20% | - Concrete and asphalt testing
|
| Surveying | 20% | - Measurement and calculation techniques
|
| Structural Design Fundamentals | 20% | - Design of structural elements
|
>> Civil-Engineering-Technology Related Exams <<
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NEW QUESTION # 74
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 # 75
Which of the following isnota type of structural foundation system used to hold the weight of a building?
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 # 76
A civil engineering technologist is providing culvert location staking in the field for a project. What information is placed on the survey stakes?
Answer: A
Explanation:
Construction staking is intended to communicatelocationandgradeto the crew in a form they can build from.
For pipe and culvert work, the controlling grade is theinvert(flow line), because pipe installation, bedding, and hydraulic performance are governed by the invert elevations at key points (typically inlet/outlet ends and along stationing). Standard staking practice records theoffset distancefrom a control line/centerline and the vertical informationneeded to establish the required grade at the feature being built. Civil surveying references describe that stake markings commonly include distances from control (left/right offsets) and elevation/grade relationships to the feature staked. For culvert/pipeline staking specifically, invert elevations are a primary requirement so that the installed pipe meets design slope and elevation. Therefore, the appropriate stake information is theculvert invert elevationsalong with theoffset to the end of the culvert, enabling accurate placement without occupying the excavation line.
NEW QUESTION # 77
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?
Answer: C
Explanation:
Concrete cylinder samples must represent thedelivered batch, so sampling must avoid the non-representative portions at the beginning and end of discharge where segregation and water/aggregate distribution can differ.
ASTM C172/C172M sampling practice requires collecting acomposite samplefrom themiddle portionof the load: specifically, not before about10%and not after about90%of the batch has been discharged, using two or more portions taken at regularly spaced intervals. A paper hosted by ASTM discussing sampling from truck mixers references ASTM C172/C172M and its requirement for collecting multiple portions from the discharged batch. Training/field guidance consistent with ASTM C172 also states sampling should occur after
~10% and before ~90% of discharge (i.e., the middle of the load). Therefore, the correct answer isin the middle of the load (Option C).
NEW QUESTION # 78
When should soil compaction tests be completed?
Answer: A
Explanation:
Compaction requirements are verified by measuringin-place density(and often moisture) as the soil is being placed and compacted inlifts, not after the work is buried or after unrelated activities occur. Soil compaction acceptance is typically expressed asrelative compactionbased on a Proctor/Modified Proctor maximum dry density and acceptable moisture range. Lindeburg notes that soils near optimum moisture require less compactive effort to achieve required relative compaction and that specifications usually define a range of acceptable water contents plus the target relative compaction. Field verification usesin-place density tests (listed as standardized procedures in the same reference). Since trench backfill is placed and compacted progressively in lifts to meet those requirements, the proper time to test isduring backfill operations-while corrections (reworking moisture/compaction) are still feasible before the trench is completed and surfaced.
NEW QUESTION # 79
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