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| Section | Weight | Objectives |
|---|---|---|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
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NEW QUESTION # 82
The road cross sections shown have chainage (CH) 1+100 and 1+200. What is the volume of sub-grade material if an averaging method is applied?
Answer: A
Explanation:
The averaging method for earthworks between two stations is theAverage End Areamethod:
whereandare the end areas at the two cross sections andis the station spacing. Here, CH 1+100 to 1+200 givesm. From the cross-section labels in the figure, the two sub-grade areas sum to4.26 m²(e.g., approximately 1.31 m² and 2.95 m²), so the average area ism². Multiply by length:m³. This is the standard approach used for roadway cut/fill and subgrade volume computations between surveyed sections.
NEW QUESTION # 83
A site inspection reveals a beam that does not conform to Issued for Construction (IFC) drawings. What should be done?
Answer: C
Explanation:
When inspection identifies nonconforming work relative to IFC drawings, the inspector/technologist's role is todocumentthe condition (location, description, measurements, photos) andnotify the responsible design professional/engineerfor disposition. This aligns with formal quality control/assurance processes: field staff identify and record deviations; the engineer evaluates structural implications and issues written instructions (accept as-is, remediate, redesign, or replace). Acting unilaterally to remove a beam (option B) exceeds typical authority and may create safety and contractual issues. Simply filing without notification (C) fails to address a potentially serious structural deficiency. Rechecking the IFC calculations (D) is not the immediate construction control action; the priority is to initiate an engineering review of the nonconformance. Civil engineering project practice stresses maintaining complete inspection records and communicating significant issues through appropriate channels for corrective action. Therefore, the correct action isdocument the issue and notify the engineer.
NEW QUESTION # 84
A developer is planning to build an office building on a 4-acre parcel of land. Which of the following documents will tell the developer how much fill to bring to the site to make it level?
Answer: C
Explanation:
Determining how much fill is needed to level a site requires knowing theexisting ground elevationsacross the parcel and comparing them to a proposed target grade plane/surface. Atopographic survey planprovides the required elevation information (spot elevations, contours, breaklines, and surface features) from which earthwork quantities (cut/fill volumes) are computed. Foundation and architectural plans generally show building geometry and design intent, not full-site existing elevations. A real property report focuses on legal boundary information and improvements relative to property lines, not the detailed elevation grid needed for volume calculations. Civil engineering practice uses topographic survey data as the basis for grading design and earthwork estimation, including calculating volumes via grids or cross-sections.
NEW QUESTION # 85
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: D
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 # 86
In the middle of the project, the client proposed an additional scope of work that requires a change order to the contract. Which statement applies to the contractor's percentage fee (i.e., mark-up) that should be added to the total amount in the change order?
Answer: A
Explanation:
A change order is a formal amendment to the contract that adjusts scope, price, and/or time under therules already established by the contract documents. The contractor's fee (markup for overhead and profit) is not typically set unilaterally mid-project by either party; instead, the contract commonly defines how change work is priced (lump sum, unit rates, time-and-material) and what allowable markups apply. Industry guidance on change-order costing notes that the markup percentage is oftenincluded up front in the construction contractand applied consistently to change work, ensuring transparency and avoiding disputes during administration. This approach is consistent with standard contract administration practice: pricing of changes is governed by contract terms, and the change order documents implement those terms for a specific modification. Therefore, the contractor's percentage fee to be added to the change order amount isspecified in the contract documents.
NEW QUESTION # 87
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