Vol 5

Front 1

The in-garrison expeditionary site plan (IGESP) is developed when the Air Force

Back 1

will have a permanent presence, developed in collaboration with other functional areas within a limited time frame.

Front 2

What process is based on a site being selected as a potential operating location?

Back 2

. Site selection

Front 3

What process allows information obtained by the survey to be accessible to the commander and planners

Back 3

Storage and access

Front 4

Civil engineers are responsible for all of the following except

Back 4

. erecting temporary shelters for other deployed personnel.

Front 5

What does a well planned and executed deployment depend upon?

Back 5

Planner’s ability to produce a comprehensive site layout.

Front 6

Wartime planning factors that dictate the scope of facilities are provided by whom?

Back 6

Joint Chiefs of Staff (JCS).

Front 7

The primary mission of a base dictates the initial requirements. Is this all you consider when developing your requirements? Why?

Back 7

No, you must consider all present and planned missions.

Front 8

) During the planning process, which key item dictates facility hardening requirements?

Back 8

. The anticipated threat conditions

Front 9

Which process is the most critical in the pre-deployment planning process?

Back 9

Aircraft parking.

Front 10

There are no standard apron sizes because they are designed

Back 10

individually to meet the mission.

Front 11

What is the recommended degree angle of the tactical/fighter aircraft parking arrangement?

Back 11

45

Front 12

Regarding planning principles, what does redundancy refer to?

Back 12

Providing alternate locations for command and control centers

Front 13

Of the 10 planning principles, which one describes a facility as being able to be used for multiple purposes?

Back 13

Resiliency

Front 14

During Desert Storm, generators were unable to receive normal maintenance due to a lack of parts. The fact that these generators were able to continue operating under those conditions is an example of applying which principle

Back 14

Reliability and maintainability

Front 15

Of the planning principles, which one lends itself to individuals to perform to the best of their abilities?

Back 15

Planning for people.

Front 16

What planning factors are used to determine your facility and utility requirements

Back 16

Base lines used in determining facility and utility requirements.

Front 17

What precautionary step do you take prior to applying the planning factors?

Back 17

Review your data with the wing command’s staff.

Front 18

What is a bare base

Back 18

A site that has a usable runway, taxiway, parking areas, and a source of water that is or can be made potable.

Front 19

Who are the members of a two-man site planning team deployed ahead of the team with the command and control force module

Back 19

. Field grade officer and an engineering professional

Front 20

What team deploys with the open the airbase force module?

Back 20

Airborne RED HORSE

Front 21

Who has a vested interest in and responsibility for the flow of bare base assets?

Back 21

Civil engineers

Front 22

What basic expeditionary airfield resource (BEAR) set is generally transported in first?

Back 22

Housekeeping set

Front 23

Which assets would be used to upgrade an initial standard airbase

Back 23

BEAR force module kits

Front 24

Temporary standard airbases are expected last up to a

Back 24

24 months and where MILCON permanent facilities are not required.

Front 25

How are enduring presence construction standards designed?

Back 25

Designed with finishes, materials and systems for moderate energy efficiency, maintenance and life cycle costs

Front 26

Who provides the initial bare base airfield evaluation?

Back 26

AFCESA.

Front 27

How many additional feet of paved or compacted overrun should be provided at the end of each runway

Back 27

1,000

Front 28

Why should long utility runs be avoided?

Back 28

They are inefficient and lead to problems

Front 29

What key decision has a significant impact on the design and layout of utility systems?

Back 29

The type and sources of materials to be used

Front 30

Which bare base layout provides a passive defense?

Back 30

. Dispersed layout.

Front 31

When planning your bare base layout, what should you consider?

Back 31

Functional grouping, base population, natural concealment, level site, adequate drainage, and adequate site drainage.

Front 32

Why do we have spacing requirements for functional groups facilities?

Back 32

To provide for survivability and reduce asset requirements for utility systems.

Front 33

Which spacing criteria are correct for non-dispersed billeting layout?

Back 33

60 feet between groups, 30 feet between rows, and 12 feet between billets in a row.

Front 34

When and how can the distances stated as minimums be modified?

Back 34

Distances may be increased/decreased by 20 feet in any direction to take advantage of natural cover and concealment

Front 35

You can orient the shelters to reduce the effects of solar radiation and wind by the

Back 35

short dimension towards the sun and prevailing winds

Front 36

Why should you orient and site facilities to reduce shadows?

Back 36

Prevent enemy recognition of site.

Front 37

) Locally constructed revetments are not used around aircraft because

Back 37

jet engines may ingest loose material.

Front 38

The purpose of revetments is to

Back 38

protect parked aircraft and essential facilities.

Front 39

Why should revetment cells never be arranged with their open ends facing each other?

Back 39

Easily accessible to an enemy attack.

Front 40

How can the effects of an enemy attack be minimized?

Back 40

Through passive defense measures.

Front 41

Which of these airbase operability assessment (ABO) elements would medical care fall under

Back 41

Recover

Front 42

Using the five airbase operability elements as a guide, airbase operability assessment (ABO) assessment’s main focus is on

Back 42

direct combat capabilitieS

Front 43

As an engineering professional assigned to the emergency operation center (EOC), which search recovery center (SRC) functions would you be most involved in?

Back 43

Determine scope of damage and track base recovery.

Front 44

Who heads the damage control center

Back 44

The chief of operations

Front 45

What is a function of the damage control center (DCC)?

Back 45

Deploy and monitor civil engineer response teams and determine impact of damage on the base’s mission.

Front 46

Which team must determine how much airfield pavement damage and unexploded ordnance remains after an attack

Back 46

Airfield damage assessment team (DAT).

Front 47

What other specialty will you be working with on the minimum operating strip (MOS) marking team?

Back 47

3E3X1, Structural Specialists.

Front 48

) Which team does not work within or for the damage control center (DCC)

Back 48

Airfield damage assessment team.

Front 49

The keys in your ability to survive and operate is

Back 49

completing preparation and training before hostilities begin.

Front 50

During a contingency, good radio discipline is necessary to

Back 50

prevent unintentional jamming of each other’s transmission.

Front 51

Why is it important for response teams to practice together?

Back 51

To learn their responsibilities and learn to work as a team.

Front 52

What is the first priority for damage assessment?

Back 52

Takeoff and landing surface

Front 53

Standardized reporting codes used to locate airfield damage are damage

Back 53

coordinates.

Front 54

In addition to the text use figure 3–4. What does coordinate “C250 R26 D20” tell you about the location of the bomb crater?

Back 54

250 feet from the beginning of pavement, 26 feet right of centerline, 20-foot diameter

Front 55

Which of these item(s) is listed on a damage assessment team DAT (damage assessment) report?

Back 55

. Item coordinates.

Front 56

Who leads the damage assessment and response team (DART) and has decision-making responsibilities?

Back 56

DART SNCO

Front 57

In addition to selecting the minimum operating strip (MOS), the damage plot can be used for other tasks such as

Back 57

planning haul routes

Front 58

Which of these personnel are responsible for damage plotting?

Back 58

Emergency operations center

Front 59

What is a unexploded ordnance’s (UXO) “radius of effect”?

Back 59

Area of potential explosion

Front 60

How are the beginning and ending widths of a spall field plotted

Back 60

. Plotting the widths centered on the points perpendicular to the connecting line

Front 61

) Who makes the final decision on which minimum operating strip (MOS) candidate will be used?

Back 61

Installation control center commander.

Front 62

When should the minimum operating strip (MOS) selection team update appropriate maps to indicate the airfields current condition

Back 62

As airfield recovery progresses

Front 63

Which of these will affect the amount of runway needed to takeoff and land?

Back 63

Weight of the aircraft.

Front 64

How does temperature affect the length of runway needed by an aircraft

Back 64

High temperatures take more runway

Front 65

The actual minimum operating strip (MOS) dimensions depend on aircraft type and

Back 65

environmental conditions.

Front 66

You make sure all aircraft will be able to use the minimum operating strip (MOS) by calculating each operation’s

Back 66

length on worksheet No. 1.

Front 67

Who is responsible for choosing the final minimum operating strip (MOS) dimensions?

Back 67

Installation control center (ICC) commander.

Front 68

What is one of the most important considerations in crater repairs

Back 68

Availability of materials

Front 69

Why should you avoid choosing a minimum operating strip (MOS) with large craters at both ends?

Back 69

Will be hard to lengthen or widen

Front 70

Both time and personnel needed for crater repairs increase when craters are

Back 70

more than 100 feet apart.

Front 71

If a repair has an assigned repair quality criteria (RQC) of 3, what does this mean

Back 71

The repair is allowed a maximum height of repair of 3”.

Front 72

An airfield flush repair is allowed

Back 72

. zero sag

Front 73

) During the repair quality criteria (RQC) computation, the use of technical order (TO) 35E2– 4–1 is

Back 73

. mandatory

Front 74

“One or more craters, treated as a single rough surface” refers to a

Back 74

repair patch.

Front 75

The location of a patch is the distance from the center of the patch to the

Back 75

operation threshold.

Front 76

To measure repair patch length, you should

Back 76

scale from the take off and landing (TOL) map

Front 77

What value are patches beyond the operational length given?

Back 77

Considered a flush repair.

Front 78

What is the repair quality criteria (RQC) value of a patch with an uncorrected RQC of 3, and a correction factor of 1?

Back 78

3

Front 79

The repair quality criteria (RQC) value assigned to patches beyond the longest operation length is

Back 79

“F.

Front 80

If a patch has several different repair quality criteria (RQC) values, which one should you use?

Back 80

The lowest value

Front 81

) When or how can final repair quality criteria (RQC) values change

Back 81

By adding or deleting aircraft operations.

Front 82

Special minimum operating strip (MOS) clear zones must be marked

Back 82

around craters

Front 83

When each station gets closer or farther away from the centerline by the same fixed distance, this distance is called th

Back 83

angled centerline station.

Front 84

What markers indicate the position of the runway lights

Back 84

Edge markers

Front 85

Which of these is most likely to keep repairs to minimum operating strips (MOS) from having to be redone

Back 85

. Conduct several quality control checks.

Front 86

Why are stanchions used during crater profile measurement (CPM) procedures?

Back 86

To form a line of site above crater

Front 87

As an engineering professional, which emergency airfield lighting set (EALS) team will you work with

Back 87

The team installing the precision approach path indicator (PAPI) lighting system.

Front 88

) The runway priority for aircraft during emergency airfield lighting set (EALS) installation is a. refueling.

Back 88

takeoff and land.

Front 89

Emergency airfield lighting set (EALS) and precision approach path indicator (PAPI) installation should be completed by an engineering

Back 89

Craftsman

Front 90

The clearance plane for the precision approach path indicator (PAPI) unit begins at

Back 90

300 ft downwind from the runway reference point (RRP).

Front 91

What two people are required for dynamic cone penetrometer (DCP) operation

Back 91

Operator and recorder

Front 92

The dynamic cone pentrometer (DCP) index is established

Back 92

dividing the depth of penetration by the number of blows

Front 93

Mobile aircraft arresting system (MAAS) was specifically designed to fulfill the Air Force’s need to expedient

Back 93

aircraft recovery

Front 94

A suitable California bearing ratio (CBR) for a site is

Back 94

7

Front 95

On a runway 200 feet wide the tape slope centerline projection must not exceed transverse runway slope by more than what percent?

Back 95

3

Front 96

Where is the fairlead beam installed and why

Back 96

The runway edge, so the MAAS can be further from the runway.

Front 97

What light weight fairlead beam (LWFB) is anchored by deadman anchoring system

Back 97

Two and three roller beam system

Front 98

The space between the light weight fairlead beam’s (LWFB) rear sheave housing and the mobile aircraft arresting system (MAAS) trailer’s edge sheave must not exceed what percent

Back 98

8

Front 99

What determines the required runway setback (RRS) distance

Back 99

The runway width.

Front 100

How many feet from the runway centerline should the mobile aircraft arresting system (MAAS) trailers be located?

Back 100

275.