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| Section | Weight | Objectives |
|---|---|---|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
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NEW QUESTION # 57
Which of the following isnota type of structural foundation system used to hold the weight of a building?
Answer: A
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 # 58
What substance is used to calibrate a concrete air pressure meter?
Answer: B
Explanation:
A pressure air meter (used to measure air content of fresh concrete) must be calibrated by verifying thevolume of the measuring bowl and theaccuracy of the graduated neck/markings. This is done usingwaterbecause water volume can be measured accurately and used to check the meter's indicated graduations (air content scale) by filling the assembled unit to known levels. InExperiment Design for Civil Engineering, the calibration procedure directs filling the assembled air meterwith waterto the highest graduation mark and adding water in known increments to verify that the graduations are accurate throughout the range. The same source references using water to establish the mass/density) and to check calibration cups and neck readings.
Therefore, the substance used to calibrate the air pres*, makingOption Bcorrect.
NEW QUESTION # 59
A concrete mix is onsite and at its specified slump of 80 mm. The pour requires a slump of 200 mm. The concrete onsite meets all other requirements. What action should be taken?
Answer: B
Explanation:
Increasing slump from80 mm to 200 mmis a large jump in workability. Adding water would increase slump but typically raises the water-cement ratio, which can reduce strength and durability and increase cracking risk unless it remains within permitted limits and is authorized. Industry guidance on jobsite water addition recommends consideringwater-reducing admixtures / superplasticizersas the preferred alternative for increasing slump while maintaining concrete performance, provided segregation is avoided and proper mixing is performed.
Ahigh-range water reducer (HRWR), also called asuperplasticizer, is specifically intended to produce a major increase in slump/flow at essentially the same water content, achieving very high workability concrete for placement. Low-range water reducers typically do not provide such a large slump increase. Therefore, the correct action is toadd a high-range water reducerto achieve the required 200 mm slump without compromising the designed water-cement ratio and associated properties.
NEW QUESTION # 60
A civil engineering technologist is performing a concrete test on a site. What minimum number of cylinders should the technologist make?
Answer: A
Explanation:
Concrete compressive strength is verified using standardized specimens that represent the delivered concrete.
A typical field/lab testing program preparesa set of cylindersso strength can be checked at standard ages and so at least one specimen remains available if a test is invalid or confirmation is required. InExperiment Design for Civil Engineering, the compressive strength procedure explicitly states thatsets of four cylindersshould be prepared and thenone cylinder from each setis tested at7, 14, 21, and 28 days. This "four-cylinder set" directly supports the minimum needed to obtain a time-history of strength development through the common curing ages used in practice and referenced by ASTM C39 age tolerances. While many projects may require additional cylinders (for 7-day early breaks, hold cylinders, or additional acceptance tests), the question asks theminimumnumber, and the documented testing set described isfour.
NEW QUESTION # 61
Which of the following is the most effective way to monitor progress on projects?
Answer: A
Explanation:
Progress monitoring must be based onverification of actual field conditions, not solely on verbal updates or early baseline objectives. Regular site visits (site walks/inspections) provide direct observation of installed work, sequencing, constraints, and emerging issues, allowing the project team to compareplanned vs. actual progress and confirm that reported completion aligns with physical reality. Inspection practice references note that site inspectors commonly attend progress meetings and produce written reports specifically to provide an independent view of progress and site conditions to the contract administrator. This is more reliable than asking subcontractors informally, and public meetings are not a progress measurement tool. Reviewing preliminary timeline objectives is useful for planning but does not confirm actual production. Therefore, the most effective method listed for monitoring progress is toconduct regular site visits, supported by documented observations and reporting.
NEW QUESTION # 62
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