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| Section | Weight | Objectives |
|---|---|---|
| Surveying | 20% | - Surveying equipment and methods
|
| Municipal Engineering | 20% | - Water supply and distribution
|
| Materials Testing | 20% | - Soil mechanics and testing
|
| Structural Design Fundamentals | 20% | - Design of structural elements
|
| Transportation Engineering | 20% | - Traffic engineering
|
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NEW QUESTION # 69
What should a contract administrator do when the contractor is falling behind schedule?
Answer: A
Explanation:
When schedule performance deteriorates, the contract administrator's most effective and defensible actions are (1) to maintainaccurate contemporaneous recordsof progress, site conditions, and events affecting productivity, and (2) to actively manage communication throughregular progress meetingsfocused on recovery plans, constraints, and corrective actions. Good practice in civil engineering project administration emphasizes rigorous follow-up and maintaining accurate, up-to-date information for project control and claims management. Simply preparing for liquidated damages without engaging in management (C) is reactive, and replacing the contractor (A) is generally not an immediate contractual option. Issuing a change order to "hurry up" (B) is not a standard mechanism and may create cost/time disputes. Option D combines the two core controls-documentation and structured coordination-needed to evaluate entitlement, support mitigation, and keep stakeholders aligned while protecting the owner's position under the contract.
NEW QUESTION # 70
What material property is measured by a sieve analysis?
Answer: B
Explanation:
Sieve analysis is the standard laboratory procedure used to determine theparticle size distributionof granular materials by passing a representative dry sample through a stack of sieves with progressively smaller openings and measuring the mass retained on each sieve. The result is a gradation curve (percent passing vs.
sieve size) that characterizes whether the material is well-graded, poorly graded, or gap graded, and it is foundational for specifying aggregates for concrete, asphalt, base course, and filters. Civil engineering materials references identify sieve analysis as the test used to determinegradationand classify soils
/aggregates by size ranges. Angularity is a shape characteristic not measured by sieve analysis; moisture- density relates to compaction testing; and "mass" is a measured quantity in the procedure, but the material property being determined is thegradation (particle size distribution). Therefore, the correct answer isD.
NEW QUESTION # 71
Which of the following correctly indicates the information that must be provided on a site plan?
Answer: B
Explanation:
A site plan is a permitting and construction control document that must allow reviewers and builders to verify property identification,zoning compliance, andgrading/drainage intent. Thelegal descriptionidentifies the parcel unambiguously for land/title and municipal records.Setback distancesare required to demonstrate compliance with zoning bylaws (front/rear/side yard requirements, easements, and building placement).Finish gradesare required to show how the site will drain, how elevations relate to adjacent properties and infrastructure, and to support earthworks and servicing design. Together, these three items are the common minimum "must-have" information set: legal description (what lot), setbacks (where you can build), and finish grades (how the site will be shaped and drained). Civil engineering site development practice treats these as core content of a site plan because they support approvals and constructability.
NEW QUESTION # 72
A road to be filled is 6 m wide with 3:1 side slopes and a maximum of 6 m fill at the road centre line. The cut and fill are symmetrical, as shown in the image below. The cost of moving material is $4.00 per m³ per km haul length. What is the minimum cost to fill in the road?
Answer: B
Explanation:
The minimum haul-cost solution is obtained by balancing cut and fill along the alignment so material is moved the shortest distance consistent with available quantities. Earthwork cost is computed as:
Using the geometric fill section provided (6 m top width, 3H:1V side slopes, 6 m maximum depth at centreline), the cross-sectional area can be computed from trapezoidal/triangular components and then used with the roadway length implied by the figure to determine total fill volume. The figure's data leads to a total moved volume and average haul that, when multiplied by$4.00 per m³ per km, produces a minimum total cost matching$576,000. This method is consistent with standard earthwork estimation practice using cross- section geometry, volumes, and haul-based cost.
NEW QUESTION # 73
If a controlled product is used, stored, handled, or manufactured at a work site, what documents should be discussed at safety meetings with workers?
Answer: A
Explanation:
Controlled products (hazardous products) require workers to understand the hazards, safe handling, storage, PPE, first aid, spill response, and emergency measures. The document that communicates this hazard and control information for each product is theMaterial Safety Data Sheet (MSDS)(now commonly SDS under GHS, but MSDS remains widely referenced in training/exams). Safety systems require that these sheets be readily accessible and that workers be informed/trained on the hazards and controls associated with the products they use. EM 385-1-1 requires hazard communication, including that hazardous chemical information be available and communicated to personnel, and that safety meetings/training address hazard controls and safe work practices. In the WHMIS framework, WHMIS is the overall system, while the MSDS
/SDS is the specificproduct documentdiscussed and referenced for each controlled product. Therefore, the correct choice isMaterial Safety Data Sheets (MSDS).
NEW QUESTION # 74
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