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.
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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Flexibility
Accuracy
Economy
Function
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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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AFMC
AFCESA
US Army Corps of Engineers
United Facilities Guide Specification.
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Silt
Sand
Gravel
Highly organic
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10 percent
20 percent
40 percent
50 percent
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No. 4
No. 10
No. 40
No. 200
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Cohesion
Plasticity
Compaction
Permeability
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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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0.75
1.33
7.00
49.0
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Angularity
Durability
Gradation
Granularity
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un-graded
Gap-graded
well-graded
poorly-graded
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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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The nature of the soil
The area to be drained
Specification limitations
The equipment available
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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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2 feet
3 feet
4 feet
5 feet
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Heating
adding alcohol
Mixing with coal air
Adding ascorbic acid
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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
Wash test
Stripping test
Distillation test
Mohs hardness scale
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Moisture content and aggregate size
Moisture content, intended use, gradation, and angularity
Intended use, binder type, loading, and maximum aggregate size
Plasticity, binder type, maximum aggregate size, and angularity
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N/A
N/A
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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Rough shape to promote workability
Round shape to promote workability
Round shape to promote uniformity
Rough shape to promote uniformity
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strong, watertight, durable, and workable
economical, strong, watertight, and uniform
durable, watertight, workable, and uniform
Well graded, economical, strong, and watertight
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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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2 to 5.5 percent
3 to 6.6 percent
4 to 7.5 percent
5 to 8.5 percent
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Cannot withstand abrasion
May be covered by hair cracks
Has large cracks
Is shiny
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decrease the water to cement ratio
Increase the amount of sand required
Decrease the amount of sand required
Increase the amount of coarse aggregate required
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Freeze thaw, hardness, and salt
Hardness, salt, shale, and sodium sulfate
Hardness, salt, and undesirable light weight materials
Freeze-thaw, salt, and undesirable light weight materials
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Water to cement ratio
Type of cement used
Size of the aggregate used
Temperature at the time of the test
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Durability
consistency
Air content
watertightness
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10 percent
15 percent
20 percent
25 percent
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3 percent of the span length
5 percent of the span length
7 percent of the span length
10 percent of the span length
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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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Make the ends smooth
Make the ends perpendicular to the side
Make the ends in the same parallel plane
make the sides even with the end
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Reducing restraint through the use of joints and increasing moisture to the concrete mix
Reducing steel stresses at service load conditions and increasing restraint through the use of joints
Increasing moisture to the concrete mix and providing adequate temperature and shrinkage reinforcement
Providing adequate temperature and shrinkage reinforcement and reducing restraint through the use of joints
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Control joints
Seismic joints
Expansion joints
Construction joints
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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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Shear
Torsion
Tension
Compression
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Spread foundations
mat foundations
Raft foundations
Pile foundations
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rest on compacted organic soil
Are at a minimum of 5 feet below and undisturbed soil
are above the ground water table and above the frost line
Are above the ground water table but below the frost line
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uses isolated footings
Uses continuous footings
Is a type of pile foundation
is a type of spread foundation
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Type I, moisture controlled
Type II, moisture controlled
Type I, non-moisture controlled
Type II, non-moisture controlled
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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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rigid framing techniques
The spacing between members
Expansion and contraction joints
welding the connections instead of using rivets or bolts
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additional layers
Cross-lamination
The use of waterproof glue
Additives impregnated into the fibers
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Quiz Review Timeline (Updated): Mar 20, 2023 +
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