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| Section | Weight | Objectives |
|---|---|---|
| Surveying | 20% | - Measurement and calculation techniques
|
| Transportation Engineering | 20% | - Highway and road design
|
| Structural Design Fundamentals | 20% | - Design of structural elements
|
| Municipal Engineering | 20% | - Wastewater and stormwater management
|
| Materials Testing | 20% | - Soil mechanics and testing
|
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NEW QUESTION # 63
A civil engineering technologist is designing a sanitary collection system that is being constructed below the groundwater table. The owner requested that the system be pressure tested in order to minimize the infiltration into the collection system. Which of the following would be a major design consideration for the collection system?
Answer: D
Explanation:
When sanitary infrastructure is installedbelow the groundwater table, a primary risk isinfiltration- groundwater entering the system through joints, defects, and especiallyappurtenances. Even if pipe joints are specified as watertight and pipes can pass leakage testing, manholes are frequent infiltration pathways due to multiple penetrations (service connections), interfaces (frame-to-cone), and exposure to groundwater head.
Civil engineering references identify infiltration/inflow sources that include "holes in manhole covers" and other manhole-related entry paths, highlighting that manholes are critical control points in sanitary systems.
Therefore, a major design consideration-particularly whessure/leakage testing to reduce infiltration-is specifying awatertight manhole type(e.g., gasketed/booted connections, sealed sections, appropriate access components) suitable for submerged conditions. Pipe diameter primarily affects hydraulic capacity, and
"manhole material" alone does not fully address leakage performance unless paired with watertight design features. The best answer ismanhole type.
NEW QUESTION # 64
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?
Answer: D
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 # 65
A civil engineering technologist has been tasked with collecting topographical data on a work site. After arriving at the site, and before conducting any field work, what must the technologist do?
Answer: B
Explanation:
Before any field activity begins, the technologist must ensure the work can be performed safely by completing ahazard assessment(often called a job hazard analysis / activity hazard analysis). Construction safety standards require identifying hazards (traffic, equipment interaction, uneven ground, overhead utilities, excavations, wildlife, weather, restricted zones), selecting controls (PPE, traffic control, spotters, exclusion zones), and confirming site rules and emergency procedures. EM 385-1-1 emphasizes hazard identification and pre-task planning as prerequisites to safe execution of site activities, including inspection and survey work. Setting up equipment or searching for plans does not address immediate on-site hazards, and a vehicle walk-around may be good practice but does not replace the required task/site hazard assessment. Therefore, the correct "must do" action before field work is tocomplete a hazard assessment.
NEW QUESTION # 66
Considering Occupational Health and Safety standards for trench side slopes in lieu of shoring, and a 1.2 m wide trench, what is the minimum offset from centre line to the top edge of the trench for an excavation that is
3 m deep?
Answer: B
Explanation:
For trenches without shoring, OHS/OSHA sloping requirements depend on soil type; when soil is not specified, standard practice is to use themost conservative allowable slope(Type C), which is1.5H:1Vfor excavations less than 20 ft (#6 m) deep. Lindeburg's reference (citing OSHA 1926 Subpart P, App. B) provides maximum allowable slopes, includingType C = 1.5:1 (H:V). For a 3 m deep trench, horizontal run on each side = 1.5 × 3 =4.5 m. Trench bottom width is 1.2 m, so half-width from centreline =0.6 m. Minimum offset from centreline to top edge = 0.6 + 4.5 =5.1 m, which rounds to the available option5.20 m. Therefore,D is the correct answer.
NEW QUESTION # 67
What is the primary force that a bridge in the diagram needs to resist?
Answer: B
Explanation:
The diagram depicts anarch-type bridge, where the load path is carried along the curved arch shape to the supports/abutments. In arch action, loads are transferred primarily ascompressive forcesthrough the arch ring
/rib; the structure pushes inward on itself while generating horizontal thrust at the abutments. Authoritative references describe that an arch bridge carries loads primarily bycompression, and the foundations/abutments must resist both vertical and horizontal components generated by that compressive thrust. Because the primary internal action in the arch member is compression (rather than tension in a cable, or bending- dominated action in a simple beam), the governing force type for the bridge form shown iscompression.
NEW QUESTION # 68
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