Afcec Study

Question 1

Passes with max weight for sustainment evaluation

Answer 1

5000

Question 2

Passes with max weight for permanent evaluation

Answer 2

50000

Question 3

Passes with max weight for expedient evaluation

Answer 3

100

Question 4

USAF uses what curves for pavement evaluation reports?

Answer 4

Extended Life(Shattered Slab Criteria)

Question 5

Type A Traffic Area is?

Answer 5

− First 1,000 feet at each end of the runway

− Primary taxiways

− Other sections of runway, if required for back-taxi operations

− All operational surfaces of semi-prepared or unsurfaced airfields

− All operational surfaces during an expedient airfield pavement

evaluation

Question 6

Type B Traffic Area is?

Answer 6

-Aprons

Question 7

Type C Traffic Area is?

Answer 7

Evaluate for nonchannelized traffic and 75% of design weight of aircraft.

− Center section of runway, if not required for back-taxi operations

− Secondary taxiways

− Overruns

Question 8

Air Force evaluations are based upon extended-life criteria where Blank percent of the slabs are cracked into approximately six pieces at the end of traffic.

Answer 8

50%

Question 9

A Blank inch(s) rut, measured on the surface, including both the permanent deformation and surface upheaval, but may be caused by failure of any layer within the pavement structure.

Answer 9

1”

Question 10

Primary function of asphalt

Answer 10

Wear/water resistance

Question 11

larger load of A/C will do what to how many passes?

Answer 11

decrease passes

Question 12

Traffic A has how many inches of wander on