FAARFIELD FAARFIELD v 1.41 - Airport Pavement Design Section concret-asfa in Job ejerclase. Working directory is D:\biblioteca\documentos\FAARFIELD\ The structure is New Flexible. Asphalt CDF was not computed. Design Life = 20 years. A design for this section was completed on 04/16/19 at 18:43:54. Pavement Structure Information by Layer, Top First No. Type Thickness mm Modulus MPa Poisson's Ratio Strength R,MPa 1 P-401/ P-403 HMA Surface 101.6 1,378.95 0.35 0.00 2 P-209 Cr Ag 221.8 353.49 0.35 0.00 3 P-154 UnCr Ag 314.6 120.02 0.35 0.00 4 Subgrade 0.0 72.39 0.35 0.00 Total thickness to the top of the subgrade = 638.1 mm Airplane Information No. Name Gross Wt. tonnes Annual Departures % Annual Growth 1 B737-300 53.452 1,321 3.00 2 BAe 146 42.146 840 3.00 3 B767-200 142.752 21 3.00 4 B747-400 396.534 6 3.00 5 B747-400 Belly 396.534 6 3.00 6 C-130 70.237 52 3.00 No. Name CDF Contribution CDF Max for Airplane P/C Ratio 1 B737-300 0.29 0.33 1.37 2 BAe 146 0.00 0.00 1.44 3 B767-200 0.00 0.12 1.35 4 B747-400 0.00 0.72 1.30 5 B747-400 Belly 0.68 0.72 1.30 6 C-130 0.02 0.02 1.99 Additional Airplane Information Subgrade CDF User is responsible for checking frost protection requirements.