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| Section | Weight | Objectives |
|---|---|---|
| Geotechnical Engineering | 18% | - Soil Mechanics & Foundation Engineering
|
| Civil Engineering Fundamentals | 25% | - Engineering Mathematics & Applied Science
|
| Water Resources & Environmental Engineering | 12% | - Hydrology & Water Systems
|
| Structural Engineering | 20% | - Structural Analysis & Design
|
| Transportation Engineering | 15% | - Highway & Road Design
|
| Construction Management & Materials | 10% | - Construction Methods & Project Management
|
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NEW QUESTION # 107
What is a silt fence used for?
Answer: A
Explanation:
A silt fence is an erosion and sediment control measure intended toretain sedimentcarried by runoff, reducing offsite sedimentation. Lindeburg describes temporary silt fences as measures using posts and filter cloth (e.g., filter fabric) placed on the upstream side toretain suspended silt particles in runoff water. This purpose is to reducesoil movement(sediment transport) caused by erosion processes during construction, especially oalong drainage paths where siltation is expected. The fence does not "stop water" (runoff still passes through while sediment is filtered), is not primarily a site limit marker, and is not an access control barrier for the public. Therefore, the correct statement is that a silt fence is usedto prevent soil from moving through the site due to erosion.
NEW QUESTION # 108
What two municipal plans are required to define a new civil infrastructure project?
Answer: B
Explanation:
Municipal infrastructure is planned and delivered within a policy framework that linksland use(where growth will occur) withtransportation(how people and goods will move). A Municipal Development Plan (MDP) typically sets the long-term direction for growth, density, servicing, and community form, while a Transportation Master Plan (TMP) establishes the network strategy, modal priorities, and staging for roads, transit, active transportation, and related infrastructure. Together, these two plans provide the integrated basis to define and justify new civil infrastructure projects-what is needed, where it should be located, and how it aligns with growth and mobility objectives. Many municipalities explicitly identify the pairing of an MDP with a TMP as the foundational planning structure guiding infrastructure decisions and capital priorities.
Therefore, the two municipal plans required to define a new civil infrastructure project are theMunicipal Development Planand theTransportation Master Plan.
NEW QUESTION # 109
What documents must a contractor submit as part of a project to consultants for review?
Answer: B
Explanation:
In contract administration, consultants review certain contractor submittals to confirm that proposed products and installation details align with thedesign intentand contract requirements. The principal document type submitted for this purpose isshop drawings, which are prepared by the contractor, fabricator, or supplier and show project-specific fabrication, dimensions, connection details, reinforcement layout, and installation information for components (e.g., structural steel, precast, rebar placing drawings, mechanical/electrical supports). This review process is a standard part of construction coordination and quality management because it checks compatibility and constructability before fabrication/installation proceeds. By contrast, change orders are contractual amendments initiated when scope/cost/time changes occur, IFC drawings are produced by the consultant (not submitted by the contractor for review), and meeting minutes are project records rather than technical submittals requiring consultant approval. Therefore, the document the contractor must submit to consultants for review isshop drawings, which enable technical verification and coordination of constructed elements with the contract documents.
NEW QUESTION # 110
What is the primary force that a bridge in the diagram needs to resist?
Answer: C
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 # 111
The k-value in a vertical curve design defines the horizontal distance required to make a 1% change in the gradient. Provided that the stopping sight distance is the same, the uphill grade is 1%, the downhill grade is #0.
5%, and the design speed is 90 km/h, what is the length of the vertical curve?
Answer: D
Explanation:
For vertical curves, AASHTO uses theK valuedefined as, whereis curve length (m) andis the algebraic difference in grades (percent). Here,and, so. Withstopping sight distance controlled by the same criterion(i.
e., the applicable K value for the given design speed remains the same), length is found from. For 90 km/h, the SSD-based K for the controlling curve type yieldsthat corresponds to60 mforper the provided choices.
This reflects standard vertical-curve practice: once K is set by SSD for the design speed, length scales linearly with the grade difference.
NEW QUESTION # 112
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