Tablas Esal y Diseño

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tablas para diseño de pavimentos

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  Manual Centroamericano para Diseño de Pavimentos CAPITULO 3 7 Tabla 3-2 Factores equivalentes de carga para pavimentos flexibles, ejes tándem, P t  = 2,0   Número estructural SN Carga p/eje (kips) 1 2 3 4 5 6 2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 4 0.0003 0.0003 0.0003 0.0002 0.0002 0.0002 6 0.001 0.001 0.001 0.001 0.001 0.001 8 0.003 0.003 0.003 0.003 0.003 0.002 10 0.007 0.008 0.008 0.007 0.006 0.006 12 0.013 0.016 0.016 0.014 0.013 0.012 14 0.024 0.029 0.029 0.026 0.024 0.023 16 0.041 0.048 0.050 0.046 0.042 0.040 18 0.066 0.077 0.081 0.075 0.069 0.066 20 0.103 0.117 0.124 0.117 0.109 0.105 22 0.156 0.171 0.183 0.174 0.164 0.158 24 0.227 0.244 0.260 0.252 0.239 0.231 26 0.322 0.340 0.360 0.353 0.338 0.329 28 0.447 0.465 0.487 0.481 0.466 0.455 30 0.607 0.623 0.646 0.643 0.627 0.617 32 0.810 0.823 0.843 0.842 0.829 0.819 34 1.06 1.07 1.08 1.08 1.08 1.07 36 1.38 1.38 1.38 1.38 1.38 1.38 38 1.76 1.75 1.73 1.72 1.73 1.74 40 2.22 2.19 2.15 2.13 2.16 2.18 42 2.77 2.73 2.64 2.62 2.66 2.70 44 3.42 3.36 3.23 3.18 3.24 3.31 46 4.20 4.11 3.92 3.83 3.91 4.02 48 5.10 4.98 4.72 4.58 4.68 4.83 50 6.15 5.99 5.64 5.44 5.56 5.77 52 7.37 7.16 6.71 6.43 6.56 6.83 54 8.77 8.51 7.93 7.55 7.69 8.03 56 10.4 10.1 9.3 8.8 9.0 9.4 58 12.2 11.8 10.9 10.3 10.4 10.9 60 14.3 13.8 12.7 11.9 12.0 12.6 62 16.6 16.0 14.7 13.7 13.8 14.5 64 19.3 18.6 17.0 15.8 15.8 16.6 66 22.2 21.4 19.6 18.0 18.0 18.9 68 25.5 24.6 22.4 20.6 20.5 21.5 70 29.2 28.1 25.6 23.4 23.2 24.3 72 33.3 32.0 29.1 26.5 26.2 27.4 74 37.8 36.4 33.0 30.0 29.4 30.8 76 42.8 41.2 37.3 33.8 33.1 34.5 78 48.4 46.5 42.0 38.0 37.0 38.6 80 54.4 52.3 47.2 42.5 41.3 43.0 82 61.1 58.7 52.9 47.6 46.0 47.8 84 68.4 65.7 59.2 53.0 51.2 53.0 86 76.3 73.3 66.0 59.0 56.8 58.6 88 85.0 81.6 73.4 65.5 62.8 64.7 90 94.4 90.6 81.5 72.6 69.4 71.3  Manual Centroamericano para Diseño de Pavimentos CAPITULO 3 8 Tabla 3-3 Factores equivalentes de carga para pavimentos flexibles, ejes tridem, P t  = 2,0   Número estructural SN Carga p/eje (kips) 1 2 3 4 5 6 2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 4 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 6 0.0004 0.0004 0.0003 0.0003 0.0003 0.0003 8 0.0009 0.0010 0.0009 0.0008 0.0007 0.0007 10 0.002 0.002 0.002 0.002 0.002 0.001 12 0.004 0.004 0.004 0.003 0.003 0.003 14 0.006 0.007 0.007 0.006 0.006 0.005 16 0.010 0.012 0.012 0.010 0.009 0.009 18 0.016 0.019 0.019 0.017 0.015 0.015 20 0.024 0.029 0.029 0.026 0.024 0.023 22 0.034 0.042 0.042 0.038 0.035 0.034 24 0.049 0.058 0.060 0.055 0.051 0.048 26 0.068 0.080 0.083 0.077 0.071 0.068 28 0.093 0.107 0.113 0.105 0.098 0.094 30 0.125 0.140 0.149 0.140 0.131 0.126 32 0.164 0.182 0.194 0.184 0.173 0.167 34 0.213 0.233 0.248 0.238 0.225 0.217 36 0.273 0.294 0.313 0.303 0.288 0.279 38 0.346 0.368 0.390 0.381 0.364 0.353 40 0.434 0.456 0.481 0.473 0.454 0.443 42 0.538 0.560 0.587 0.580 0.561 0.548 44 0.662 0.682 0.710 0.705 0.686 0.673 46 0.807 0.825 0.852 0.849 0.831 0.818 48 0.976 0.992 1.015 1.014 0.999 0.987 50 1.17 1.18 1.20 1.20 1.19 1.18 52 1.40 1.40 1.42 1.42 1.41 1.40 54 1.66 1.66 1.66 1.66 1.66 1.66 56 1.95 1.95 1.93 1.93 1.94 1.94 58 2.29 2.27 2.24 2.23 2.25 2.27 60 2.67 2.64 2.59 2.57 2.60 2.63 62 3.10 3.05 2.98 2.95 2.99 3.04 64 3.59 3.53 3.41 3.37 3.42 3.49 66 4.13 4.05 3.89 3.83 3.90 3.99 68 4.73 4.63 4.43 4.34 4.42 4.54 70 5.40 5.28 5.03 4.90 5.00 5.15 72 6.15 6.00 5.68 5.52 5.63 5.82 74 6.97 6.79 6.41 6.20 6.33 6.56 76 7.88 7.67 7.21 6.94 7.08 7.36 78 8.88 8.63 8.09 7.75 7.90 8.23 80 9.98 9.69 9.05 8.63 8.79 9.18 82 11.2 10.8 10.1 9.6 9.8 10.2 84 12.5 12.1 11.2 10.6 10.8 11.3 86 13.9 13.5 12.5 11.8 11.9 12.5 88 15.5 15.0 13.8 13.0 13.2 13.8 90 17.2 16.6 15.3 14.3 14.5 15.2  Manual Centroamericano para Diseño de Pavimentos CAPITULO 3 9 Tabla 3-4 Factores equivalentes de carga para pavimentos flexibles, ejes simples, P t  = 2,5   Número estructural SN Carga p/eje (kips) 1 2 3 4 5 6 2 0.0004 0.0004 0.0003 0.0002 0.0002 0.0002 4 0.003 0.004 0.004 0.003 0.002 0.002 6 0.011 0.017 0.017 0.013 0.010 0.009 8 0.032 0.047 0.051 0.041 0.034 0.031 10 0.078 0.102 0.118 0.102 0.088 0.080 12 0.168 0.198 0.229 0.213 0.189 0.176 14 0.328 0.358 0.399 0.388 0.360 0.342 16 0.591 0.613 0.646 0.645 0.623 0.606 18 1.00 1.00 1.00 1.00 1.00 1.00 20 1.61 1.57 1.49 1.47 1.51 1.55 22 2.48 2.38 2.17 2.09 2.18 2.30 24 3.69 3.49 3.09 2.89 3.03 3.27 26 5.33 4.99 4.31 3.91 4.09 4.48 28 7.49 6.98 5.90 5.21 5.39 5.98 30 10.3 9.5 7.9 6.8 7.0 7.8 32 13.9 12.8 10.5 8.8 8.9 10.0 34 18.4 16.9 13.7 11.3 11.2 12.5 36 24.0 22.0 17.7 14.4 13.9 15.5 38 30.9 28.3 22.6 18.1 17.2 19.0 40 39.3 35.9 28.5 22.5 21.1 23.0 42 49.3 45.0 35.6 27.8 25.6 27.7 44 61.3 55.9 44.0 34.0 31.0 33.1 46 75.5 68.8 54.0 41.4 37.2 39.3 48 92.2 83.9 65.7 50.1 44.5 46.5 50 112. 102 79. 60. 53. 55.  Manual Centroamericano para Diseño de Pavimentos CAPITULO 3 10 Tabla 3-5 Factores equivalentes de carga para pavimentos flexibles, ejes tándem, P t  = 2,5   Número estructural SN Carga p/eje (kips) 1 2 3 4 5 6 2 0.0001 0.0001 0.0001 0.0000 0.0000 0.0000 4 0.0005 0.0005 0.0004 0.0003 0.0003 0.0002 6 0.002 0.002 0.002 0.001 0.001 0.001 8 0.004 0.006 0.005 0.004 0.003 0.003 10 0.008 0.013 0.011 0.009 0.007 0.006 12 0.015 0.024 0.023 0.018 0.014 0.013 14 0.026 0.041 0.042 0.033 0.027 0.024 16 0.044 0.065 0.070 0.057 0.047 0.043 18 0.070 0.097 0.109 0.092 0.077 0.070 20 0.107 0.141 0.162 0.141 0.121 0.110 22 0.160 0.198 0.229 0.207 0.180 0.166 24 0.231 0.273 0.315 0.292 0.260 0.242 26 0.327 0.370 0.420 0.401 0.364 0.342 28 0.451 0.493 0.548 0.534 0.495 0.470 30 0.611 0.648 0.703 0.695 0.658 0.633 32 0.813 0.843 0.889 0.887 0.857 0.834 34 1.06 1.08 1.11 1.11 1.09 1.08 36 1.38 1.38 1.38 1.38 1.38 1.38 38 1.75 1.73 1.69 1.68 1.70 1.73 40 2.21 2.16 2.06 2.03 2.08 2.14 42 2.76 2.67 2.49 2.43 2.51 2.61 44 3.41 3.27 2.99 2.88 3.00 3.16 46 4.18 3.98 3.58 3.40 3.55 3.79 48 5.08 4.80 4.25 3.98 4.17 4.49 50 6.12 5.76 5.03 4.64 4.86 5.28 52 7.33 6.87 5.93 5.38 5.63 6.17 54 8.72 8.14 6.95 6.22 6.47 7.15 56 10.3 9.6 8.1 7.2 7.4 8.2 58 12.1 11.3 9.4 8.2 8.4 9.4 60 14.2 13.1 10.9 9.4 9.6 10.7 62 16.5 15.3 12.6 10.7 10.8 12.1 64 19.1 17.6 14.5 12.2 12.2 13.7 66 22.1 20.3 16.6 13.8 13.7 15.4 68 26.3 23.3 18.9 15.6 15.4 17.2 70 29.0 26.6 21.5 17.6 17.2 19.2 72 33.0 30.3 24.4 19.8 19.2 21.3 74 37.5 34.4 27.6 22.2 21.3 23.6 76 42.5 38.9 31.1 24.8 23.7 26.1 78 48.0 43.9 35.0 27.8 26.2 28.8 80 54.0 49.4 39.2 30.9 29.0 31.7 82 60.6 55.4 43.9 34.4 32.0 34.8 84 67.8 61.9 49.0 38.2 35.3 38.1 86 75.7 69.1 54.5 42.3 38.8 41.7 88 84.3 76.9 60.6 46.8 42.6 45.6 90 93.7 85.4 67.1 51.7 46.8 49.7
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