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| Section | Weight | Objectives |
|---|---|---|
| Materials Testing | 20% | - Concrete and asphalt testing
|
| Surveying | 20% | - Measurement and calculation techniques
|
| Municipal Engineering | 20% | - Wastewater and stormwater management
|
| Structural Design Fundamentals | 20% | - Design of structural elements
|
| Transportation Engineering | 20% | - Highway and road design
|
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NEW QUESTION # 87
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 # 88
What information is provided by a 5-point Proctor density test on a soil sample?
Answer: C
Explanation:
A Proctor compaction test is performed by compacting the same soil at several different moisture contents, calculatingdry densityfor each point, and plotting dry density versus moisture content to form thecompaction curve. The curve's peak defines two key outputs:maximum dry density (MDD)and its corresponding optimum moisture content (OMC). Standard descriptions note the test is commonly run at aboutfive moisture contents("5-point" curve) specifically to determineand. These outputs are then used in specifications and field QA/QC (relative compaction and moisture window). The test does not directly give maximum particle size (that's from gradation/sieve analysis), nor does it define "maximum density at current moisture" as a standalone acceptance criterion. Therefore, the correct statement is that a 5-point Proctor providesmaximum density at optimum moisture content.
NEW QUESTION # 89
Which of the following can a civil engineering technologist request from a concrete supplier to verify that concrete falls within municipal specifications?
Answer: B
Explanation:
For ready-mixed concrete deliveries, compliance verification is commonly supported by thedelivery/batch ticket(often called the concrete delivery ticket). Industry guidance tied to ASTM C94 emphasizes that the ticket includes critical batch information (such as batch time and related data) used to confirm compliance with specified requirements and limits (including time limits for discharge and other production/traceability details). Because municipal specifications typically require confirmation of the delivered mix identification, quantities, admixtures, batching time, and other relevant production details, the batch/delivery ticket is the most direct document a technologist can request at the site to verify the delivered concrete aligns with the specified mix and placement requirements. A mix design submittal can show intended proportions but does not prove what was actually batched and delivered for that load; "batch location" alone is not sufficient;
"geotechnical mix design" is not applicable. Therefore, the correct item is thebatch ticket from the plant.
NEW QUESTION # 90
An engineered wooden "I" floor joist has a hole that was cut at the bearing location. What is the best way to verify that the structural integrity of the joist has not been compromised?
Answer: B
Explanation:
Engineered I-joists are proprietary structural products with capacity and allowable hole/notch limits governed by themanufacturer's engineeringand publishedspecifier guides/repair details. A hole at or near a bearing is particularly critical because shear demands and web stresses are highest near supports, and manufacturers explicitly restrict hole proximity to bearings and provide specific repair details when holes occur in sensitive zones. For example, Weyerhaeuser's TJI repair technical bulletin states conditions for repair applicability and includes "DO NOT" limitations related to holes overlapping the inside face of bearing and other proximity restrictions, indicating that manufacturer guidance controls whether a joist is acceptable and how it must be repaired. Industry good-practice guidance similarly emphasizes that manufacturer instructions must be followed and holes should not be over supports/bearings without approval and prescribed reinforcement.
Therefore, the best way to verify integrity is tocontact the manufacturer(or their engineering support) and follow their published repair/acceptance requirements.
NEW QUESTION # 91
Whatto determine the compressive strength of concrete?
Answer: B
Explanation:
Concrete compressive strength is determined by loading astandard specimen(commonly a cylinder) in axial compression until failure and calculating strength as themaximum load divided by the specimen's cross- sectional area. This is the core acceptance/quality-control measure used to verify that concrete meets the specified design strength in contract documents. Civil engineering materials references describe that compressive strength (f'c) is measured from the maximum load at failure and that standardized procedures (e.
g., ASTM C31 for making/curing and ASTM C39 for testing) are used to ensure consistency and reduce testing error.
Laboratory/field experiment procedures similarly definngth test as a compression machine test on a concrete cylinder, with load increased to failure and strength computed from the peak load and cylinder area.
Slump testing measures workability/consistency, air tesed air, and sieve testing relates to aggregate gradation-none provide compressive strength. Hence, the correct test is thecylinder test.
NEW QUESTION # 92
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