The 3E571 CDC Volume 2 quiz assesses knowledge on military construction design standards, site hazard assessments, and soil classifications. It focuses on functionality and adherence to military, industrial, and government standards, crucial for professionals in military construction and engineering.
Cohesion
Plasticity
Compaction
Permeability
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Heating
adding alcohol
Mixing with coal air
Adding ascorbic acid
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N/A
N/A
Silt
Sand
Gravel
Highly organic
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0.75
1.33
7.00
49.0
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Cannot withstand abrasion
May be covered by hair cracks
Has large cracks
Is shiny
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Secret.
Sensitive.
Confidential.
For Official Use Only.
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Flexibility
Accuracy
Economy
Function
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a constant weight is attained
The meniscus in the pore openings restricts the rate of capillary rise
The hygroscopic moisture in the soil is in equilibrium with the moisture vapor in the air.
the capillary fringe in the soil recedes to a point where it is in equilibrium with hygroscopic moisture.
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Angularity
Durability
Gradation
Granularity
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un-graded
Gap-graded
well-graded
poorly-graded
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Government.
Contract inspector.
Dutch treat method.
Contractor’s representative.
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N/A
N/A
Using agency.
Base civil engineer.
Contracting officer.
Construction management.
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AFMC
AFCESA
US Army Corps of Engineers
United Facilities Guide Specification.
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10 percent
20 percent
40 percent
50 percent
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Make the mix workable and inhibit hydration
make the mix workable and start hydration
Increase weight of mix and inhibit hydration
decrease the amount of mix and start hydration
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Uniformly distributed loads and concentrated loads
Uniformly distributed loads and live loads
Concentrated loads and dead loads
Live loads and dead loads
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additional layers
Cross-lamination
The use of waterproof glue
Additives impregnated into the fibers
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Weapons storage area, asbestos, lead-based paint, and contaminated soil.
Asbestos, Weapons storage area, and contaminated soil.
Asbestos, lead-based paint, and Weapons storage area.
Asbestos, lead-based paint, and contaminated soil.
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Military and government only.
Military, industrial, and government
Military, industrial, and local ordinances.
Metropolitan ordinances, military, and industrial.
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No. 4
No. 10
No. 40
No. 200
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The nature of the soil
The area to be drained
Specification limitations
The equipment available
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Vane and tube.
Axial and vane.
Axial and centrifugal.
Tube and centrifugal.
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Project inspector.
Project manager.
Contract administrator.
Contract superintendent.
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Lower the grade line
Raise the ground water table
Keep the site location regardless of cost
Change the site location if there is enough cause
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0.2 percent
0.5 percent
2 percent
5 percent
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2 to 5.5 percent
3 to 6.6 percent
4 to 7.5 percent
5 to 8.5 percent
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To lower the water table
To raise the water table
To maintain underground springs
To collect water in pools or layers beneath the surface
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Wash test
Stripping test
Distillation test
Mohs hardness scale
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Non-segregation
workability
Uniformity
Durability
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Aggregate size
Aggregate gradation
Water to cement ratio
Cement amount in mix
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10 percent
15 percent
20 percent
25 percent
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BCE.
Inspector.
Contractor.
Project manager (PM).
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rigid framing techniques
The spacing between members
Expansion and contraction joints
welding the connections instead of using rivets or bolts
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Re-assess construction costs.
determine routine maintenance needs.
Ascertain scheduled maintenance frequency.
Discover latent design or functional deficiencies.
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Contractor claims and increase in construction surveillance.
Wasted effort and decrease in administrative costs.
Higher construction costs and subsequent claims.
An increase in construction surveillance.
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Keep contractors from stopping base traffic during daylight hours.
Notify base personnel of utility outages during contract construction.
Make sure the ground is clear of utilities in and around the construction site.
Make sure that suitable measures are taken to prevent accidents and disruptions to base functions.
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Daily log maintained by the using agency.
Daily log maintained by project manager.
Follow-up correspondence maintained by the contractor.
Memo for record maintained by the construction manager.
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Unit.
Gravity.
Comfort.
Mechanical.
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Conceptual design review.
Constructability review.
Contractibility review.
Contingency review.
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Real property maintenance and repair.
Real property repair and construction needs for the installation.
Real property maintenance and construction needs for the installation.
Real property maintenance, repair, and construction needs for the installation.
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Contractor proposals.
Previous similar contracts.
Commercial pricing guides and software.
Existing architectural engineer estimates.
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Provide a nonskid surface
Provide a binder for the bitumen
Transmit the load to the base course
Take the abrasive action of the traffic
Durability
consistency
Air content
watertightness
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When using hollow steel columns
When using exterior structural steel
When overall efficiency and economy will result
When using non-expansion and non-contraction joints
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Contracting officer.
Base civil engineer.
Construction manager.
Chief of engineering and environmental planning.
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Amount of sand in the mix
Size of the coarse aggregate
Length and the diameter of the cylinder
Water-cement ratio and hydration that has occurred
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Quiz Review Timeline (Updated): Mar 20, 2023 +
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