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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Transportation Engineering | 20% | - Traffic engineering
|
| Topic 2: Structural Design Fundamentals | 20% | - Structural analysis
|
| Topic 3: Materials Testing | 20% | - Soil mechanics and testing
|
| Topic 4: Surveying | 20% | - Surveying equipment and methods
|
| Topic 5: Municipal Engineering | 20% | - Wastewater and stormwater management
|
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NEW QUESTION # 111
A continuous bridge spans over multiple piers. If one of the piers collapsain standing because the adjacent piers will pick up the load. What type of redundancy does the bridge have?
Answer: C
Explanation:
The scenario describes the bridge continuing to stand after a support failure because loads can be redistributed through alternate routesto the remaining supports. That is the essence ofalternate load paths
, i.e.,load path redundancy. Petroski explains bridge failures where collapse occurred because there wasno alternate load pathcapable of supporting rerouted loads after a component became loose, highlighting that survival depends on alternate load paths. He also notes designers try to buildalternate load pathsso stresses can reroute when one load path becomes unavailable. Labi similarly describes redundancy as having another member/component "there to play its role" in the event of failure, enab when a component is out of service.
Because the bridge remains standing due to load redistribution to adjacent supports, the redundancy type is best identified dancy.
NEW QUESTION # 112
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: C
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 # 113
What is the primary force that a bridge in the diagram needs to resist?
Answer: D
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 # 114
According to Occupational Health and Safety legislation, who is responsible for safety in the workplace?
Answer: A
Explanation:
Workplace safety is ashared responsibilityframework: employers must establish systems, provide training, supervision, and hazard controls, while employees must follow procedures, use PPE, and work safely. Safety manuals used on construction projects reflect this shared-duty approach by requiring employer-provided programs and controls and worker compliance and participation. For example, project safety planning requires hazard identification, training, PPE compliance, and exposure monitoring processes-elements that depend on both management implementation and worker adherence. In multi-employer construction environments, prime contractors coordinate compliance, but this does not eliminate the duties of employers and workers; rather, responsibilities are distributed across roles. Therefore, among the options, the most accurate statement aligned with typical OHS legislative principles is thatemployees and employersare responsible for safety in the workplace.
NEW QUESTION # 115
Which of the following is the best location for a foundation perimeter drain pipe?
Answer: C
Explanation:
A perimeter footing drain's purpose is to intercept groundwater and reduce hydrostatic pressureat the foundationbefore water can rise alongside or beneath the wall/slab. Best-practice guidance places the perforated drain pipeoutside the foundationadjacent to the footing so it can collect water at the lowest practical point and carry it away to daylight, sump, or approved discharge. Building America's Solution Center specifies installing drain pipeoutside of (not on top of) the footingsand below the slab/crawlspace floor elevation, with proper slope to an outlet. This aligns with the common construction detail that the drain sits at or beside thefooting elevationon the exterior side, wrapped in filter fabric and surrounded by free- draining gravel to prevent fines intrusion. Locating it inside the building is not typical for perimeter drainage, placing it above footing elevation reduces effectiveness, and "below frost line" is not the defining control for foundation drains (water interception at the footing is). Therefore,Option Ais correct.
NEW QUESTION # 116
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