This 3E551 Volume 5 URE quiz assesses knowledge of Air Force site planning and deployment, including IGESP development, site selection, and wartime planning. It evaluates critical skills in operations management within an Air Force context, essential for planners and commanders.
60 feet between groups, 30 feet between rows, and 12 feet between billets in a row.
60 feet between groups, 30 feet between billets in a row, and 12 feet between rows.
150 feet between groups and 12 feet between billets, and 60 feet between latrines and billets.
60 feet between billets in a row, 60 feet between rows, and 60 feet between latrines and billets.
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Aircraft shelters.
Aircraft arresting barriers.
Aircraft navigation devices.
Takeoff and landing surfaces.
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Planning haul routes.
Inventorying materials.
Estimating bomb crater depth.
Determining the ability of the base to continue the mission.
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Installation control center commander.
Survival recovery center.
MOS selection team chief.
Damage assessment team chief.
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Before an attack.
As airfield recovery progresses.
Before repair crews begin work.
As soon as airfield recovery is completed.
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Helpful.
Mandatory.
Highly recommended.
Necessary for beginners.
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Refueling.
Takeoff and land.
The ability to land.
The ability to park.
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Utility siting.
Facility siting.
Aircraft parking.
Force movement.
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45
60
75
90
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Airborne RED HORSE.
Deployment reaction group.
Airfield analysis team.
Site planning team.
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The type and sources of materials to be used.
The number and spacing of utilities plants.
The type of utility system to be used.
Dispersed or non-dispersed layout.
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It takes too long to construct.
It is not as strong as steel revetments.
Jet engines may ingest loose material.
The needed materials are not always available
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Serve as attack decoys.
Store unneeded fill material.
Construct contingency water storage tanks.
Protect parked aircraft and essential facilities.
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Increases jet engine noise.
Taxi response time will be increased.
Easily accessible to an enemy attack.
Chain reaction explosions may occur.
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Zones
Sectors
Squares
Coordinates
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250 yards from the beginning of pavement, 26 feet deep, 20-foot diameter.
250 yards from the beginning of pavement, 26 yards right of center, 20 feet deep.
250 feet from the beginning of pavement, 26 yards right of centerline, 20 feet deep.
250 feet from the beginning of pavement, 26 feet right of centerline, 20-foot diameter.
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Will delay repairs.
Will be hard to lengthen or widen.
Craters will collect water causing erosion.
Craters will weaken the ends of the operating strip.
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Zero sag.
Zero height.
A sag of 2 inches.
A height of plus or minus ¾ inch.
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Any value.
The lowest value.
The highest value.
The most common value.
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For barrier systems.
For adjoining taxiways.
For runway overruns.
Around craters.
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Edge markers.
Centerline offset.
Distance markers.
Clear zone markers.
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Work slower.
Compact the area in thinner layers.
Conduct several quality control checks.
Keep operation of equipment to a minimum.
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The team installing the EALS trailers.
The team installing the taxiway lights.
The team installing the regulator and generators.
The team installing the precision approach path indicator (PAPI) lighting system.
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Erecting temporary shelters for other deployed personnel.
Erecting temporary facilities required by the mission.
Modifying existing facilities to meet the mission.
Constructing facilities required by the mission.
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A site that has a usable runway, airfield lighting, and an arresting system.
A site that has a runway, taxiway, mobile aircraft arresting system, and a source of water that is potable.
A site that has a runway, taxiway, logistical support. and a source of water that is or can be made potable.
A site that has a usable runway, taxiway, parking areas, and a source of water that is or can be made potable.
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Civil engineers.
Deployment planners.
Expeditionary site team.
Engineering professionals.
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Distances may be increased/decreased by 10 feet in any direction to take advantage of natural cover and concealment.
Distances may be increased/decreased by 20 feet in any direction to take advantage of natural cover and concealment.
Distances may be increased/decreased by 10 percent in any direction to take advantage of natural cover and concealment.
Distances may be increased/decreased by 20 percent in any direction to take advantage of natural cover and concealment.
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Prevent enemy recognition of site.
Reduce the effects of solar radiation.
Minimize passive defense requirements.
Minimize the possibility of enemy recognition of site.
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Direct combat capabilities.
How well the base can work.
How much support host nations provide.
How well we communicate with host nations.
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3E2X1, Pavements and Construction Equipment Specialists.
3E8X1, Explosive Ordnance Disposal Specialists.
3E3X1, Structural Specialists.
3E9X1, Readiness Specialists.
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Length on worksheet No. 1.
Width on worksheet No. 1.
Length on worksheet No. 2.
Width on worksheet No. 2.
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Search recovery center (SRC) commander.
Installation control center (ICC) commander.
MOS selection team chief.
Crater repair crew team chief.
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Minimum operating strip (MOS) departure end.
Operation threshold.
Center of the next patch.
Perpendicular to the centerline.
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Never.
At any time.
By the minimum operating strip (MOS) team chief.
By adding or deleting aircraft operations.
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Craftsman.
Apprentice.
Journeyman.
Superintendent.
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Recorder and surveyor.
Recorder and releaser.
Operator and recorder.
Operator and surveyor.
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Aircraft recovery.
Aircraft landing.
Aircraft takeoff.
Arrestment.
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5
6
7
8
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Site selection.
Data collection.
Storage and access.
Analysis and planning.
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Site selection.
Data collection.
Storage and access.
Analysis and planning.
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Civil engineers planning the overall schedule.
Planner’s ability to produce a comprehensive site layout.
That the planner will do the work prior to arrival of other deploying units.
The Civil Engineers ability to produce a comprehensive site layout of the potential site.
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Yes, other missions will be planned for as they arise.
Yes, the primary mission is paramount in the process.
No, you must consider all present and planned missions.
No, you must provide for all present and planned missions.
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The overall situation.
The probable type of attack.
The mission to be performed.
The anticipated threat conditions.
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Individually by the base civil engineer (BCE).
Individually to meet the mission.
Corporately by number of aircraft.
Corporately by sized of the aircraft.
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Determine facility hardening requirements based on the capabilities of the expected adversary.
Develop the biggest possible picture of the conditions to be faced.
Review your data with the wing command’s staff.
Determine requirements to support the mission.
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Field grade officer and an engineering professional.
Base civil engineer (BCE) and engineering professional.
Field grade officer and planner.
BCE and planner.
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500
900
1000
1500
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They are inefficient and lead to problems.
Greater possibilities of damage during an attack.
Frees mobile utility systems for other uses.
Increased pressure in water lines.
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