Palomudo

Diseño de pavimento con el programa LEDFAA V 1.3

Tipo de tren de aterrizaje

Diseño de pavimento flexible con el programa LEDFAA

LEDFAA - Layered Elastic Airport Pavement Design (V1.3, June 2004)

Section PavFlexi in Job AeroSanignaciodeVelasco.
Working directory is C:\Program Files\Ledfaa13\

The pavement structure includes an undefined layer.
Thisconstitutes a deviation from standards and
requires FAA approval.

The structure is New Flexible. Asphalt CDF was not computed.
Design Life = 20 years.
A design for this section was completed on11/28/11 at 10:07:26.

Pavement Structure Information by Layer, Top First

No. Type Thickness Modulus Poisson's Strength
inpsi Ratio R, psi

1 P-401 AC Surface 4.00 200,000 0.35 0
2 P-209 Cr Ag 6.00 53,997 0.35 0
3 P-154 UnCr Ag 10.00 25,0980.35 0
4 Undefined 17.03 15,000 0.35 0
5 Subgrade 0.00 6,000 0.35 0

Total thickness to the top of the subgrade = 37.03 inAircraft Information

No. Name Gross Wt. Annual % Annual
lbs Departures Growth

1 B-757225,000 175 0.00
2 B-737-500 115,523 460 0.00
3 C-130 155,000 200 0.00

AdditionalAircraft Information

No. Name CDF CDF Max P/C
Contribution for Aircraft Ratio

1 B-757 0.790.83 0.74
2 B-737-500 0.19 0.24 1.25
3 C-130 0.02 0.05 0.86

Diseño de pavimento rígido con el programa LEDFAA