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Composiòn Coeficiente de daño Coeficiente de Tipos de Vehiculos % Cantidad z=0 Z=15 Z=30 Z=60 z=0 Z=15 A2 59.27 7550.4 0.004 0 0 0 30.2016 0 A'2 29.46 3753.6 0.536 0.064 0.023 0.116 2011.9296 240.2304 B2 2.15 273.6 2 1.89 2.457 2.333 547.2 517.104 B3 0.90 115.2 1.999 1.369 0.877 0.852 230.2848 157.7088 C2 1.96 249.6 2.442 2.31 3.003 3.586 609.5232 576.576 C3 2.49 316.8 3.5 3.29 2.87 3.5 1108.8 1042.272 C4 1.39 177.6 4.773 3.312 2.923 3.497 847.6848 588.2112 T3 S2 0.68 86.4 5.577 5.907 5.313 6.435 481.8528 510.3648 T3 S3 0.90 115.2 6.461 5.645 5.112 6.117 744.3072 650.304 T2 S1 R2 0.57 72 6.653 8.188 3.23 1.17 479.016 589.536 T3 S1 R2 0.23 28.8 7.173 8.17 7.458 9.12 206.5824 235.296 100.00 12739.2 sumatoria 7297.38240 5107.6032 33501771.781632

Pavi Mentos

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esta es una, tabla en excel que es para realizar , el metodo de la UNAM , para realizar el diseño de un pavimento

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Page 1: Pavi Mentos

Composiòn Coeficiente de daño Coeficiente de daño

Tipos de Vehiculos % Cantidad z=0 Z=15 Z=30 Z=60 z=0 Z=15 Z=30 Z=60A2 59.27 7550.4 0.004 0 0 0 30.2016 0 0 0A'2 29.46 3753.6 0.536 0.064 0.023 0.116 2011.9296 240.2304 86.3328 435.4176B2 2.15 273.6 2 1.89 2.457 2.333 547.2 517.104 672.2352 638.3088B3 0.90 115.2 1.999 1.369 0.877 0.852 230.2848 157.7088 101.0304 98.1504C2 1.96 249.6 2.442 2.31 3.003 3.586 609.5232 576.576 749.5488 895.0656C3 2.49 316.8 3.5 3.29 2.87 3.5 1108.8 1042.272 909.216 1108.8C4 1.39 177.6 4.773 3.312 2.923 3.497 847.6848 588.2112 519.1248 621.0672T3 S2 0.68 86.4 5.577 5.907 5.313 6.435 481.8528 510.3648 459.0432 555.984T3 S3 0.90 115.2 6.461 5.645 5.112 6.117 744.3072 650.304 588.9024 704.6784T2 S1 R2 0.57 72 6.653 8.188 3.23 1.17 479.016 589.536 232.56 84.24T3 S1 R2 0.23 28.8 7.173 8.17 7.458 9.12 206.5824 235.296 214.7904 262.656

100.00 12739.2 sumatoria 7297.38240 5107.6032 4532.784 6042.6768

33501771.781632

Page 2: Pavi Mentos

A2 98.7817131 1573 0.004 0A'2 49.1082643 782 0.536 0.064B2 3.57950264 57 1.999 1.89B3 1.50715901 24 2.442 1.369C2 3.26551118 52 3.5 2.31C3 4.14468726 66 4.773 3.29