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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Municipal Engineering | 20% | - Wastewater and stormwater management
|
| Topic 2: Surveying | 20% | - Surveying equipment and methods
|
| Topic 3: Transportation Engineering | 20% | - Highway and road design
|
| Topic 4: Structural Design Fundamentals | 20% | - Structural analysis
|
| Topic 5: Materials Testing | 20% | - Soil mechanics and testing
|
>> Answers Civil-Engineering-Technology Real Questions <<
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NEW QUESTION # 97
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?
Answer: D
Explanation:
Concrete cylinder samples must represent thedelivered batch, so sampling must avoid the non-representative portions at the beginning and end of discharge where segregation and water/aggregate distribution can differ.
ASTM C172/C172M sampling practice requires collecting acomposite samplefrom themiddle portionof the load: specifically, not before about10%and not after about90%of the batch has been discharged, using two or more portions taken at regularly spaced intervals. A paper hosted by ASTM discussing sampling from truck mixers references ASTM C172/C172M and its requirement for collecting multiple portions from the discharged batch. Training/field guidance consistent with ASTM C172 also states sampling should occur after
~10% and before ~90% of discharge (i.e., the middle of the load). Therefore, the correct answer isin the middle of the load (Option C).
NEW QUESTION # 98
The graph below is used for tracking progress and costs of a project for a client. What can be concluded about the project at week 10?
Answer: D
Explanation:
This type of chart is anEarned Value Management (EVM)progress/cost graph, typically showingPlanned Value (PV),Earned Value (EV), andActual Cost (AC)over time. Schedule performance at a given date (week 10) is determined by comparingEVtoPV. IfEV < PV, the amount of work actually accomplished (earned) is less than what was planned by that date, meaning the project isbehind schedule(Schedule Performance Index). In the provided graph, atweek 10theEV curve is below the PV curve, so the project has completed less work than planned by week 10, indicating schedule slippage. Budget performance is assessed separately by comparingEVtoAC(Cost Performance Index), but the question asks what can be concluded at week 10: the clear conclusion supported by the curves isbehind schedulebecause EV is lower than PV at week 10.
NEW QUESTION # 99
What information is provided by a 5-point Proctor density test on a soil sample?
Answer: A
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 # 100
What are the coordinates of the valve in the imagebelow?
Answer: A
Explanation:
On utility/site drawings, appurtenances such as valves are commonly identified by a symbol and associated callouts that provideNorthing (N)andEasting (E)coordinates. The correct coordinate pair is taken directly from the plan's valve label/callout corresponding to that specific symbol, not from nearby features or grid ticks. In the provided image, the valve's callout indicates a northing value beginning with4507and an easting value beginning with3350, which uniquely matches optionN 4507.25, E 3350.23. Construction surveying guidance notes that stakes/marks and field layout information are used to communicate precise location and grade, and coordinate-based layout is a standard method to reproduce design positions in the field. Therefore, selecting the coordinate pair that matches the valve's annotated northing and easting on the plan is the correct approach.
NEW QUESTION # 101
Which structural components are indicated by the letters A, B, C, and D in the image below?
Answer: C
Explanation:
Comprehensive and Detailed 150 to 200 words of Explanation From Civil Engineerurces:
The depicted assembly is a typical framed deck platform: verticalpostssupport larger horizontal members ( beams/girders) which in turn support closely spacedjoists, with thedeckinglayer on top forming the walking surface. Structural terminology distinguishes ajoistas a secondary member supporting floors/roofs, while decking(planking/metal deck/boards) forms the surface supported by joists. EM 385-1-1 defines steel joists as secondary load-carrying members used to support floors and roofs, and it uses "metal decking" as the surface system placed on framing members/joists-confirming the joist-decking relationship in structural assemblies.
The image's labels correspond to: A =post(vertical support), B =joist(repetitive smaller members), C =beam (primary horizontal support under joists), and D =decking(top surface). That mapping matches optionC.
NEW QUESTION # 102
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