Diseño Moderno de Pavimentos
Estudio de Tránsito para Diseño de Pavimentos
Tabla 6.1: Factores de Equivalencia de Carga Carga bruta por eje KN lb 4.45 8.9 17.8 26.7 35.6 44.5 53.4 62.3 71.2 80.0 89.0 97.9 106.8 115.6 124.5 133.4 142.3 151.2 160.1 169.0 178.0 187.0 195.7 204.5 213.5 222.4 231.3 240.2 249.0 258.0 267.0 275.8 284.5 293.5 302.5 311.5 320.0 329.0 338.0 347.0 356.0 364.7 373.6 382.5 391.4 400.3
1,000 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 22,000 24,000 26,000 28,000 30,000 32,000 34,000 36,000 38,000 40,000 42,000 44,000 46,000 48,000 50,000 52,000 54,000 56,000 58,000 60,000 62,000 64,000 66,000 68,000 70,000 72,000 74,000 76,000 78,000 80,000 82,000 84,000 86,000 88,000 90,000
Factores de equivalencia de Carga Ejes Ejes Ejes Simples Tandem Tridem 0.00002 0.00018 0.0003 0.00209 0.001 0.01043 0.0003 0.003 0.0343 0.001 0.007 0.0877 0.002 0.014 0.189 0.003 0.027 0.360 0.006 0.047 0.623 0.011 0.077 1.000 0.017 0.121 1.51 0.027 0.180 2.18 0.040 0.260 3.03 0.057 0.364 4.09 0.080 0.495 5.39 0.109 0.658 6.97 0.145 0.857 8.88 0.191 11.18 0.246 1.095 13.93 0.313 1.38 17.20 0.393 1.70 21.08 0.487 2.08 25.64 0.597 2.51 31.00 0.723 3.00 37.24 0.868 3.55 44.50 1.033 4.17 52.88 1.22 4.86 1.43 5.63 1.66 6.47 1.91 7.41 2.20 8.45 2.51 9.59 2.85 10.84 3.22 12.22 3.62 13.73 4.05 15.38 4.52 17.19 5.03 19.16 5.57 21.32 6.15 23.66 6.78 26.22 7.45 29.0 8.20 32.0 8.90 35.3 9.80 38.8 10.6 42.6 11.6 46.8
Difundido por: ICG - Instituto de la Construcción y Gerencia S. MINAYA & A. ORDOÑEZ www.construccion.org.pe / Email:
[email protected] / Telefax: 421-7896
99
