34
ANALISIS DE TRAFICO POR EL METODO AASHTO Esp. de losa (pulg)= 11 P2 = 2.5 Periodo de diseño = 20 años Tipo Volumen t % Peso por eje Kips LEFS ESALs FC Simple Tandem Tridem 18444 5 2 4 0.002 36.888 73.776 0.004 33.066 222601987 4 0.002 36.888 567 6.67 2 14 0.337 191.079 1551.879 2.737 39.548 8184680 22 2.4 1360.8 197 6.67 2 14 0.337 66.389 560.859 2.847 39.548 2843707 36 2.51 494.47 1 3.26 2 14 0.337 0.337 3.407 3.407 27.592 10071 50 3.07 3.07 143 6.67 2 14 0.337 48.191 391.391 2.737 39.548 2064214 22 2.4 343.2 26 5.18 2 14 0.337 8.762 74.022 2.847 33.702 319832 36 2.51 65.26 5 3.58 3 14 0.337 1.685 15.92 3.184 26.87 49038 14 0.337 1.685 36 2.51 12.55 21 3.58 3 14 0.337 7.077 110.187 5.247 28.513 218554 22 2.4 50.4 36 2.51 52.71 71 3.58 3 14 0.337 23.927 412.297 5.807 28.513 738922 22 2.4 170.4 50 3.07 217.97 47 3.58 3 14 0.337 15.839 251.779 5.357 28.513 489146 36 2.51 117.97 36 2.51 117.97 68 3.58 3 14 0.337 22.916 402.356 5.917 28.513 707700 36 2.51 170.68 50 3.07 208.76 3 4.6 4 14 0.337 1.011 22.611 7.537 31.702 34714 22 2.4 7.2 22 2.4 7.2 22 2.4 7.2 60 4.6 4 14 0.337 20.22 458.82 7.647 31.702 694274 36 2.51 150.6 22 2.4 144 22 2.4 144 18 4.6 4 14 0.337 6.066 135.666 7.537 31.702 208282 22 2.4 43.2 22 2.4 43.2 22 2.4 43.2 12 4.6 4 14 0.337 4.044 91.764 7.647 31.702 138855 22 2.4 28.8 22 2.4 28.8 36 2.51 30.12 TOTAL 19683 Vehiculos mixtos/dia factor de carril = 0.8 N de ejes SESALS Factor de Camion Tarfico de diseño

Dise o de Pavimentos Rigidos Aashto 1998

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Page 1: Dise o de Pavimentos Rigidos Aashto 1998

ANALISIS DE TRAFICO POR EL METODO AASHTOEsp. de losa (pulg)= 11 P2 = 2.5 Periodo de diseño = 20 años

Tipo Volumen t %Peso por eje Kips

LEFS ESALs FCSimple Tandem Tridem

18444 5 24 0.002 36.888

73.776 0.004 33.066 222601987 8904084 0.002 36.888

567 6.67 214 0.337 191.079

1551.879 2.737 39.548 8184680 2240146922 2.4 1360.8

197 6.67 214 0.337 66.389

560.859 2.847 39.548 2843707 809603436 2.51 494.47

1 3.26 214 0.337 0.337

3.407 3.407 27.592 10071 3431250 3.07 3.07

143 6.67 214 0.337 48.191

391.391 2.737 39.548 2064214 564975422 2.4 343.2

26 5.18 214 0.337 8.762

74.022 2.847 33.702 319832 91056236 2.51 65.26

5 3.58 314 0.337 1.685

15.92 3.184 26.87 49038 15613714 0.337 1.68536 2.51 12.55

21 3.58 314 0.337 7.077

110.187 5.247 28.513 218554 114675322 2.4 50.436 2.51 52.71

71 3.58 314 0.337 23.927

412.297 5.807 28.513 738922 429092022 2.4 170.450 3.07 217.97

47 3.58 314 0.337 15.839

251.779 5.357 28.513 489146 262035536 2.51 117.9736 2.51 117.97

68 3.58 314 0.337 22.916

402.356 5.917 28.513 707700 418746136 2.51 170.6850 3.07 208.76

3 4.6 4

14 0.337 1.011

22.611 7.537 31.702 34714 26163922 2.4 7.222 2.4 7.222 2.4 7.2

60 4.6 4

14 0.337 20.22

458.82 7.647 31.702 694274 530911336 2.51 150.6

22 2.4 14422 2.4 144

18 4.6 4

14 0.337 6.066

135.666 7.537 31.702 208282 156982122 2.4 43.222 2.4 43.222 2.4 43.2

12 4.6 4

14 0.337 4.044

91.764 7.647 31.702 138855 106182422 2.4 28.822 2.4 28.8

36 2.51 30.12

TOTAL 19683 Vehiculos mixtos/dia factor de carril = 0.8 5.85866E+07

N de ejes SESALS Factor de

CamionTarfico de

diseñoESALs de

diseño

los datos de espesor de losa, indice final de serviciabilidad, periodo de diseño debera modificar en la pestaña de diseño de espesores

B5
los datos de espesor de losa, indice final de serviciabilidad, periodo de diseño debera modificar en la pestaña de diseño de espesores
Page 2: Dise o de Pavimentos Rigidos Aashto 1998

factor direccional = 1 ESALs de diseño 4.6869E+07

Page 3: Dise o de Pavimentos Rigidos Aashto 1998

ENTRADA DE DATOS PARA REVISION DE DISEÑO POR CARGA AL CENTRO Y EN LA JUNTA DE LA LOSA

Datos requeridos para el diseñoPeriodo de diseño (años) 20P1 = 4.5

Valor k elastico efectivo de la subrasante (pci) 110 100 P2 = 2.5

Modulo de rotura del Hº S'c (psi) 690 650 2Modulo elastico del concreto Ec (psi) 4200000 3800000 Velocidad promedio del viento (mph) = 37.5

Espaciamiento de juntas L (pulg) 180 160 Temperatura promedio anual ºF = 81

Modulo elastico de la sub-base Eb (psi) 25000 25000 Precipitacion promedio anual (pulg) = 180Coeficiente de fricción losa/sub-base f 1.4 1.5

Espesor de sub-base (pulg) 6 8 Espesor de losa asumido (pulg) = 11Modulo de Poisson 0.2 0.2

Factor de ajuste de borde E 1 1 L1 = 18L2 = 1

ESALs = 4.6869E+07Datos requeridos para el diseño del pasajuntas

Modulo de elasticidad del pasajuntas (psi) = 30000000Factor por limitacion friccional Con = 0.8

Rango anual de tempertura TRANGE = 53Indice de congelacion anual FI = 0

Basetype = 0Ensanchamiento Windenlane = 0

Nº de dias al año con temp>90ºF Days90 = 7Coeficiente de drenaje Cd = 1.1

Age (Años) = 20Diametro del pasajuntas asumido (pulg) = 1.25

Enasayo vial AASHTO

Del proyecto

ΔPSI =

si desea introducir estos datos en Km./hra, ºC, mm. Debe introducir "2" en las casillas amrillas

SOLO PUEDE MODIFICAR LAS CASILLAS CON TEXTO AZUL

EL RESTO DE LOS DATOS ESTAN BLOQUEADOS DEBIDO A QUE TIENEN UNA FUNCION

SI DESEA MODIFICAR ALGO INTRODUZCA "aashto" EN "herramientas"--"desproteger hoja"

H14
SOLO PUEDE MODIFICAR LAS CASILLAS CON TEXTO AZUL EL RESTO DE LOS DATOS ESTAN BLOQUEADOS DEBIDO A QUE TIENEN UNA FUNCION SI DESEA MODIFICAR ALGO INTRODUZCA "aashto" EN "herramientas"--"desproteger hoja"
Page 4: Dise o de Pavimentos Rigidos Aashto 1998

REVISION DE DISEÑO POR CARGA AL CENTRO DE LA LOSA

Espesor de losa asumido (pulg) =11Calculo diferencial positivo ºF = 22.405

Radio de rigidez l (pulg) 45.83 45.775 Calculos auxiliares para juntas con pasajuntasFactor de Fricción F 1.053 1.053

Valor de (Log b) -1.426 -1.479 TD neg ºF = 7.506 Clima Humedo

147.916 144.69 Ghum ºF = 11

286.61 265.654 Inercia I (pulg4) = 0.119842Valor de G -0.176 OPENING = 0.02035Valor de Y 1.012 BETA = 0.6009

Valor de Log R 7.874 Bstress = 1627.407Valor de Log W 7.70008695652174 ESALs en millones = 46.86925

Valor de Log de W' 7.73364933277012Valor de W' 5.416E+07

REVISION DE DISEÑO POR CARGA EN LA JUNTA

Calificacion Calificacion

NO 13.333333333333 11 - 18.506 265.654 150 OK 0.119191 0.06 FALLASI 13.333333333333 11 1.25 18.506 265.654 150 OK 0.059168 0.06 OK

Ensayo vial AASHTO

Proyecto de diseño

Esf. Producido por la carga sl

Esf. Prod. Por carga+temp st

Juntas con pasajuntas?

Espaciamiento de juntas (pies)

Jtspace

Esp de losa asumido

(pulg)

Diametro del pasajuntas

(pulg)

TD (negativo)

Esfuerzo de tension al centro s

Esf de tension en la

junta s

Falla pronosticada (pulg)

Falla admisible

(pulg)

este numero los hallas en los abacos de la pag 186 - 188 del texto….suerte!!!Pablo.

G68
este numero los hallas en los abacos de la pag 186 - 188 del texto….suerte!!! Pablo.
Page 5: Dise o de Pavimentos Rigidos Aashto 1998

SIMPLE P2 = 226 6.5 7 7.5 8 8.5 9 9.5

2 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.00024 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.0026 0.011 0.0105 0.01 0.01 0.01 0.01 0.01 0.018 0.035 0.034 0.033 0.0325 0.032 0.032 0.032 0.032

10 0.087 0.0855 0.084 0.083 0.082 0.0815 0.081 0.080512 0.186 0.183 0.18 0.178 0.176 0.1755 0.175 0.174514 0.353 0.3495 0.346 0.3435 0.341 0.3395 0.338 0.337516 0.614 0.6115 0.609 0.6065 0.604 0.6025 0.601 0.618 1 1 1 1 1 1 1 120 1.55 1.555 1.56 1.565 1.57 1.575 1.58 1.5822 2.32 2.32 2.32 2.335 2.35 2.365 2.38 2.3924 3.37 3.355 3.34 3.37 3.4 3.435 3.47 3.4926 4.76 4.725 4.69 4.73 4.77 4.825 4.88 4.92528 6.58 6.51 6.44 6.48 6.52 6.61 6.7 6.77530 8.92 8.8 8.68 8.71 8.74 8.86 8.98 9.10532 11.9 11.7 11.5 11.5 11.5 11.65 11.8 1234 15.5 15.25 15 14.95 14.9 15.1 15.3 15.5536 20.1 19.7 19.3 19.25 19.2 19.35 19.5 19.838 25.6 25.05 24.5 24.4 24.3 24.45 24.6 2540 32.2 31.5 30.8 30.6 30.4 30.55 30.7 31.1542 40.1 39.25 38.4 38.05 37.7 37.85 38 38.4544 49.4 48.35 47.3 46.85 46.4 46.5 46.6 47.146 60.4 59.05 57.7 57.15 56.6 56.65 56.7 57.248 73.2 71.55 69.9 69.15 68.4 68.4 68.4 68.950 88 86.05 84.1 83.15 82.2 82.1 82 82.53 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.00115 0.0065 0.00625 0.006 0.006 0.006 0.006 0.006 0.0067 0.023 0.02225 0.0215 0.02125 0.021 0.021 0.021 0.0219 0.061 0.05975 0.0585 0.05775 0.057 0.05675 0.0565 0.05625

11 0.1365 0.13425 0.132 0.1305 0.129 0.1285 0.128 0.127513 0.2695 0.26625 0.263 0.26075 0.2585 0.2575 0.2565 0.25615 0.4835 0.4805 0.4775 0.475 0.4725 0.471 0.4695 0.4687517 0.807 0.80575 0.8045 0.80325 0.802 0.80125 0.8005 0.819 1.275 1.2775 1.28 1.2825 1.285 1.2875 1.29 1.2921 1.935 1.9375 1.94 1.95 1.96 1.97 1.98 1.98523 2.845 2.8375 2.83 2.8525 2.875 2.9 2.925 2.9425 4.065 4.04 4.015 4.05 4.085 4.13 4.175 4.207527 5.67 5.6175 5.565 5.605 5.645 5.7175 5.79 5.8529 7.75 7.655 7.56 7.595 7.63 7.735 7.84 7.9431 10.41 10.25 10.09 10.105 10.12 10.255 10.39 10.552533 13.7 13.475 13.25 13.225 13.2 13.375 13.55 13.77535 17.8 17.475 17.15 17.1 17.05 17.225 17.4 17.67537 22.85 22.375 21.9 21.825 21.75 21.9 22.05 22.439 28.9 28.275 27.65 27.5 27.35 27.5 27.65 28.07541 36.15 35.375 34.6 34.325 34.05 34.2 34.35 34.843 44.75 43.8 42.85 42.45 42.05 42.175 42.3 42.77545 54.9 53.7 52.5 52 51.5 51.575 51.65 52.1547 66.8 65.3 63.8 63.15 62.5 62.525 62.55 63.0549 80.6 78.8 77 76.15 75.3 75.25 75.2 75.7

Page 6: Dise o de Pavimentos Rigidos Aashto 1998

10 10.5 11 11.5 12 12.5 13 13.5 140.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.00020.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.0020.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01

0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.0320.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08

0.174 0.174 0.174 0.1735 0.173 0.173 0.173 0.173 0.1730.337 0.3365 0.336 0.336 0.336 0.336 0.336 0.336 0.3360.599 0.599 0.599 0.5985 0.598 0.598 0.598 0.598 0.598

1 1 1 1 1 1 1 1 11.58 1.585 1.59 1.59 1.59 1.59 1.59 1.59 1.592.4 2.405 2.41 2.41 2.41 2.41 2.41 2.415 2.42

3.51 3.52 3.53 3.535 3.54 3.545 3.55 3.55 3.554.97 4.995 5.02 5.03 5.04 5.05 5.06 5.06 5.066.85 6.895 6.94 6.97 7 7.01 7.02 7.03 7.049.23 9.31 9.39 9.435 9.48 9.51 9.54 9.55 9.5612.2 12.3 12.4 12.5 12.6 12.65 12.7 12.7 12.715.8 16 16.2 16.3 16.4 16.5 16.6 16.65 16.720.1 20.4 20.7 20.9 21.1 21.25 21.4 21.45 21.525.4 25.75 26.1 26.4 26.7 26.9 27.1 27.25 27.431.6 32.1 32.6 33 33.4 33.7 34 34.2 34.438.9 39.5 40.1 40.7 41.3 41.7 42.1 42.4 42.747.6 48.3 49 49.7 50.4 51 51.6 52 52.457.7 58.5 59.3 60.2 61.1 61.85 62.6 63.15 63.769.4 70.3 71.2 72.25 73.3 73.4 73.5 75.15 76.883 83.95 84.9 86.15 87.4 88.6 89.8 90.75 91.7

0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.00110.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.0060.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.0210.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.0560.127 0.127 0.127 0.12675 0.1265 0.1265 0.1265 0.1265 0.1265

0.2555 0.25525 0.255 0.25475 0.2545 0.2545 0.2545 0.2545 0.25450.468 0.46775 0.4675 0.46725 0.467 0.467 0.467 0.467 0.467

0.7995 0.7995 0.7995 0.79925 0.799 0.799 0.799 0.799 0.7991.29 1.2925 1.295 1.295 1.295 1.295 1.295 1.295 1.2951.99 1.995 2 2 2 2 2 2.0025 2.005

2.955 2.9625 2.97 2.9725 2.975 2.9775 2.98 2.9825 2.9854.24 4.2575 4.275 4.2825 4.29 4.2975 4.305 4.305 4.3055.91 5.945 5.98 6 6.02 6.03 6.04 6.045 6.058.04 8.1025 8.165 8.2025 8.24 8.26 8.28 8.29 8.3

10.715 10.805 10.895 10.9675 11.04 11.08 11.12 11.125 11.1314 14.15 14.3 14.4 14.5 14.575 14.65 14.675 14.7

17.95 18.2 18.45 18.6 18.75 18.875 19 19.05 19.122.75 23.075 23.4 23.65 23.9 24.075 24.25 24.35 24.4528.5 28.925 29.35 29.7 30.05 30.3 30.55 30.725 30.9

35.25 35.8 36.35 36.85 37.35 37.7 38.05 38.3 38.5543.25 43.9 44.55 45.2 45.85 46.35 46.85 47.2 47.5552.65 53.4 54.15 54.95 55.75 56.425 57.1 57.575 58.0563.55 64.4 65.25 66.225 67.2 67.625 68.05 69.15 70.2576.2 77.125 78.05 79.2 80.35 81 81.65 82.95 84.25

Page 7: Dise o de Pavimentos Rigidos Aashto 1998

TANDEM P2=226 6.5 7 7.5 8 8.5 9

2 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.00014 0.0006 0.00055 0.0005 0.0005 0.0005 0.0005 0.00056 0.002 0.002 0.002 0.002 0.002 0.002 0.0028 0.006 0.006 0.006 0.0055 0.005 0.005 0.005

10 0.014 0.0135 0.013 0.013 0.013 0.0125 0.01212 0.028 0.027 0.026 0.026 0.026 0.0255 0.02514 0.051 0.05 0.049 0.0485 0.048 0.0475 0.04716 0.087 0.0855 0.084 0.083 0.082 0.0815 0.08118 0.141 0.1385 0.136 0.1245 0.113 0.1225 0.13220 0.216 0.213 0.21 0.208 0.206 0.205 0.20422 0.319 0.316 0.313 0.31 0.307 0.306 0.30524 0.454 0.4515 0.449 0.4465 0.444 0.4425 0.44126 0.629 0.629 0.629 0.6255 0.622 0.621 0.6228 0.852 0.8515 0.851 0.8505 0.85 0.85 0.8530 1.13 1.13 1.13 1.135 1.14 1.14 1.1432 1.48 1.48 1.48 1.485 1.49 1.495 1.534 1.9 1.9 1.9 1.915 1.93 1.94 1.9536 2.42 2.415 2.41 2.43 2.45 2.47 2.4938 3.04 3.03 3.02 3.045 3.07 3.1 3.1340 3.79 3.765 3.74 3.77 3.8 3.845 3.8942 4.67 4.63 4.59 4.625 4.66 4.72 4.7844 5.72 5.655 5.59 5.63 5.67 5.745 5.8246 6.94 6.85 6.76 6.795 6.83 6.925 7.0248 8.36 8.24 8.12 8.145 8.17 8.285 8.450 10 10 10 10 10 10 1052 9.69 9.69 9.69 9.705 9.72 9.85 9.9854 14 13.75 13.5 13.5 13.5 13.65 13.856 16.5 16.2 15.9 15.85 15.8 15.95 16.158 19.3 18.9 18.5 18.45 18.4 18.55 18.760 22.4 21.95 21.5 21.4 21.3 21.45 21.662 0 0 064 0 0 066 0 0 068 0 0 070 0 0 072 0 0 074 0 0 076 0 0 078 0 0 080 0 0 082 0 0 084 0 0 086 0 0 088 0 0 090 0 0 03 0.00035 0.000325 0.0003 0.0003 0.0003 0.0003 0.00035 0.0013 0.001275 0.00125 0.00125 0.00125 0.00125 0.001257 0.004 0.004 0.004 0.00375 0.0035 0.0035 0.00359 0.01 0.00975 0.0095 0.00925 0.009 0.00875 0.0085

11 0.021 0.02025 0.0195 0.0195 0.0195 0.019 0.018513 0.0395 0.0385 0.0375 0.03725 0.037 0.0365 0.036

Page 8: Dise o de Pavimentos Rigidos Aashto 1998

15 0.069 0.06775 0.0665 0.06575 0.065 0.0645 0.06417 0.114 0.112 0.11 0.10375 0.0975 0.102 0.106519 0.1785 0.17575 0.173 0.16625 0.1595 0.16375 0.16821 0.2675 0.2645 0.2615 0.259 0.2565 0.2555 0.254523 0.3865 0.38375 0.381 0.37825 0.3755 0.37425 0.37325 0.5415 0.54025 0.539 0.536 0.533 0.53175 0.530527 0.7405 0.74025 0.74 0.738 0.736 0.7355 0.73529 0.991 0.99075 0.9905 0.99275 0.995 0.995 0.99531 1.305 1.305 1.305 1.31 1.315 1.3175 1.3233 1.69 1.69 1.69 1.7 1.71 1.7175 1.72535 2.16 2.1575 2.155 2.1725 2.19 2.205 2.2237 2.73 2.7225 2.715 2.7375 2.76 2.785 2.8139 3.415 3.3975 3.38 3.4075 3.435 3.4725 3.5141 4.23 4.1975 4.165 4.1975 4.23 4.2825 4.33543 5.195 5.1425 5.09 5.1275 5.165 5.2325 5.345 6.33 6.2525 6.175 6.2125 6.25 6.335 6.4247 7.65 7.545 7.44 7.47 7.5 7.605 7.7149 9.18 9.12 9.06 9.0725 9.085 9.1425 9.251 9.845 9.845 9.845 9.8525 9.86 9.925 9.9953 11.845 11.72 11.595 11.6025 11.61 11.75 11.8955 15.25 14.975 14.7 14.675 14.65 14.8 14.9557 17.9 17.55 17.2 17.15 17.1 17.25 17.459 20.85 20.425 20 19.925 19.85 20 20.15

Page 9: Dise o de Pavimentos Rigidos Aashto 1998

9.5 10 10.5 11 11.5 12 12.5 13 13.50.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.00010.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.00050.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.0020.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.0050.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.0120.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.0250.047 0.047 0.047 0.047 0.047 0.047 0.047 0.047 0.0470.081 0.081 0.0805 0.08 0.08 0.08 0.08 0.08 0.08

0.1315 0.131 0.131 0.131 0.131 0.131 0.131 0.131 0.1310.2035 0.203 0.203 0.203 0.203 0.203 0.203 0.203 0.2030.3045 0.304 0.3035 0.303 0.303 0.303 0.303 0.303 0.3030.4405 0.44 0.4395 0.439 0.439 0.439 0.439 0.439 0.4390.619 0.618 0.618 0.618 0.618 0.618 0.618 0.618 0.6180.85 0.85 0.8495 0.849 0.849 0.849 0.849 0.849 0.8491.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14

1.505 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.511.955 1.96 1.965 1.97 1.97 1.97 1.97 1.97 1.97

2.5 2.51 2.515 2.52 2.525 2.53 2.53 2.53 2.533.15 3.17 3.18 3.19 3.195 3.2 3.2 3.2 3.2053.92 3.95 3.965 3.98 3.99 4 4.005 4.01 4.01

4.825 4.87 4.9 4.93 4.94 4.95 4.96 4.97 4.975.885 5.95 5.99 6.03 6.05 6.07 6.08 6.09 6.0957.11 7.2 7.255 7.31 7.34 7.37 7.39 7.41 7.42

8.515 8.63 8.71 8.79 8.835 8.88 8.905 8.93 8.94510 10 10 10 10 10 10 10 10

10.125 10.27 10.38 10.49 10.555 10.62 10.655 10.69 10.7114 14.2 14.4 14.6 14.75 14.9 14.95 15 15.05

16.35 16.6 16.85 17.1 17.25 17.4 17.5 17.6 17.6519 19.3 19.55 19.8 20.05 20.3 20.4 20.5 20.6

21.95 22.3 22.6 22.9 23.2 23.5 23.65 23.8 23.90 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.00030.00125 0.00125 0.00125 0.00125 0.00125 0.00125 0.00125 0.00125 0.001250.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.00350.0085 0.0085 0.0085 0.0085 0.0085 0.0085 0.0085 0.0085 0.00850.0185 0.0185 0.0185 0.0185 0.0185 0.0185 0.0185 0.0185 0.01850.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036 0.036

Page 10: Dise o de Pavimentos Rigidos Aashto 1998

0.064 0.064 0.06375 0.0635 0.0635 0.0635 0.0635 0.0635 0.06350.10625 0.106 0.10575 0.1055 0.1055 0.1055 0.1055 0.1055 0.10550.1675 0.167 0.167 0.167 0.167 0.167 0.167 0.167 0.1670.254 0.2535 0.25325 0.253 0.253 0.253 0.253 0.253 0.253

0.3725 0.372 0.3715 0.371 0.371 0.371 0.371 0.371 0.3710.52975 0.529 0.52875 0.5285 0.5285 0.5285 0.5285 0.5285 0.52850.7345 0.734 0.73375 0.7335 0.7335 0.7335 0.7335 0.7335 0.73350.995 0.995 0.99475 0.9945 0.9945 0.9945 0.9945 0.9945 0.9945

1.3225 1.325 1.325 1.325 1.325 1.325 1.325 1.325 1.3251.73 1.735 1.7375 1.74 1.74 1.74 1.74 1.74 1.74

2.2275 2.235 2.24 2.245 2.2475 2.25 2.25 2.25 2.252.825 2.84 2.8475 2.855 2.86 2.865 2.865 2.865 2.86753.535 3.56 3.5725 3.585 3.5925 3.6 3.6025 3.605 3.6075

4.3725 4.41 4.4325 4.455 4.465 4.475 4.4825 4.49 4.495.355 5.41 5.445 5.48 5.495 5.51 5.52 5.53 5.5325

6.4975 6.575 6.6225 6.67 6.695 6.72 6.735 6.75 6.75757.8125 7.915 7.9825 8.05 8.0875 8.125 8.1475 8.17 8.18259.2575 9.315 9.355 9.395 9.4175 9.44 9.4525 9.465 9.4725

10.0625 10.135 10.19 10.245 10.2775 10.31 10.3275 10.345 10.35512.0625 12.235 12.39 12.545 12.6525 12.76 12.8025 12.845 12.8815.175 15.4 15.625 15.85 16 16.15 16.225 16.3 16.3517.675 17.95 18.2 18.45 18.65 18.85 18.95 19.05 19.12520.475 20.8 21.075 21.35 21.625 21.9 22.025 22.15 22.25

Page 11: Dise o de Pavimentos Rigidos Aashto 1998

TRIDEM P2=22

14 6 6.5 7 7.5 8 8.50.0001 2 0.0001 0.0001 0.0001 0.0001 0.0001 0.00010.0005 4 0.0003 0.0003 0.0003 0.0003 0.0003 0.00030.002 6 0.001 0.00095 0.0009 0.0009 0.0009 0.00090.005 8 0.002 0.002 0.002 0.002 0.002 0.0020.012 10 0.005 0.005 0.005 0.005 0.005 0.0050.025 12 0.01 0.01 0.01 0.0095 0.009 0.0090.047 14 0.018 0.0175 0.017 0.017 0.017 0.01650.08 16 0.03 0.0295 0.029 0.0285 0.028 0.0275

0.131 18 0.047 0.046 0.045 0.0445 0.044 0.0440.203 20 0.072 0.0705 0.069 0.068 0.067 0.06650.303 22 0.105 0.103 0.101 0.1 0.099 0.09850.439 24 0.149 0.1465 0.144 0.1425 0.141 0.140.618 26 0.205 0.202 0.199 0.197 0.195 0.19450.849 28 0.276 0.273 0.27 0.2675 0.265 0.2641.14 30 0.364 0.3615 0.359 0.3565 0.354 0.35251.51 32 0.472 0.47 0.468 0.4655 0.463 0.46151.97 34 0.603 0.6015 0.6 0.598 0.596 0.5952.53 36 0.759 0.7585 0.758 0.7575 0.757 0.75653.21 38 0.946 0.9465 0.947 0.948 0.949 0.94954.01 40 1.17 1.17 1.17 1.175 1.18 1.184.97 42 1.42 1.425 1.43 1.435 1.44 1.4456.1 44 1.73 1.73 1.73 1.74 1.75 1.76

7.43 46 2.08 2.075 2.07 2.085 2.1 2.1158.96 48 2.48 2.475 2.47 2.49 2.51 2.5310 50 2.95 2.935 2.92 2.945 2.97 3

10.73 52 3.48 3.46 3.44 3.47 3.5 3.5415.1 54 4.09 4.06 4.03 4.06 4.09 4.14517.7 56 4.78 4.735 4.69 4.725 4.76 4.82520.7 58 5.57 5.505 5.44 5.475 5.51 5.58524 60 6.45 6.37 6.29 6.32 6.35 6.44

62 7.43 7.33 7.23 7.255 7.28 7.38564 8.54 8.41 8.28 8.3 8.32 8.43566 9.76 9.61 9.46 9.47 9.48 9.60568 11.1 10.95 10.8 10.8 10.8 10.970 0 0 072 0 0 074 0 0 076 0 0 078 0 0 080 0 0 082 0 0 084 0 0 086 0 0 088 0 0 090 0 0 0

0.0003 3 0.0002 0.0002 0.0002 0.0002 0.0002 0.00020.00125 5 0.00065 0.000625 0.0006 0.0006 0.0006 0.00060.0035 7 0.0015 0.001475 0.00145 0.00145 0.00145 0.001450.0085 9 0.0035 0.0035 0.0035 0.0035 0.0035 0.00350.0185 11 0.0075 0.0075 0.0075 0.00725 0.007 0.0070.036 13 0.014 0.01375 0.0135 0.01325 0.013 0.01275

Page 12: Dise o de Pavimentos Rigidos Aashto 1998

0.0635 15 0.024 0.0235 0.023 0.02275 0.0225 0.0220.1055 17 0.0385 0.03775 0.037 0.0365 0.036 0.035750.167 19 0.0595 0.05825 0.057 0.05625 0.0555 0.055250.253 21 0.0885 0.08675 0.085 0.084 0.083 0.08250.371 23 0.127 0.12475 0.1225 0.12125 0.12 0.11925

0.5285 25 0.177 0.17425 0.1715 0.16975 0.168 0.167250.7335 27 0.2405 0.2375 0.2345 0.23225 0.23 0.229250.9945 29 0.32 0.31725 0.3145 0.312 0.3095 0.308251.325 31 0.418 0.41575 0.4135 0.411 0.4085 0.4071.74 33 0.5375 0.53575 0.534 0.53175 0.5295 0.528252.25 35 0.681 0.68 0.679 0.67775 0.6765 0.675752.87 37 0.8525 0.8525 0.8525 0.85275 0.853 0.8533.61 39 1.058 1.05825 1.0585 1.0615 1.0645 1.064754.49 41 1.295 1.2975 1.3 1.305 1.31 1.3125

5.535 43 1.575 1.5775 1.58 1.5875 1.595 1.60256.765 45 1.905 1.9025 1.9 1.9125 1.925 1.93758.195 47 2.28 2.275 2.27 2.2875 2.305 2.32259.48 49 2.715 2.705 2.695 2.7175 2.74 2.765

10.365 51 3.215 3.1975 3.18 3.2075 3.235 3.2712.915 53 3.785 3.76 3.735 3.765 3.795 3.8425

16.4 55 4.435 4.3975 4.36 4.3925 4.425 4.48519.2 57 5.175 5.12 5.065 5.1 5.135 5.205

22.35 59 6.01 5.9375 5.865 5.8975 5.93 6.012561 6.94 6.76 6.81563 7.985 7.755 7.865 9.15 8.87 8.967 10.43 10.13 10.14

Page 13: Dise o de Pavimentos Rigidos Aashto 1998

9 9.5 10 10.5 11 11.5 12 12.5 130.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.00010.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.00030.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.0009 0.00090.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.0020.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.0050.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.0090.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.0160.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.0270.044 0.0435 0.043 0.043 0.043 0.043 0.043 0.043 0.0430.066 0.066 0.066 0.066 0.066 0.066 0.066 0.066 0.0660.098 0.0975 0.097 0.097 0.097 0.097 0.097 0.097 0.0970.139 0.139 0.139 0.1385 0.138 0.138 0.138 0.138 0.1380.194 0.1935 0.193 0.1925 0.192 0.192 0.192 0.192 0.1920.263 0.2625 0.262 0.262 0.262 0.262 0.262 0.262 0.2620.351 0.3505 0.35 0.3495 0.349 0.349 0.349 0.349 0.3490.46 0.4595 0.459 0.4585 0.458 0.458 0.458 0.458 0.458

0.594 0.5935 0.593 0.5925 0.592 0.592 0.592 0.592 0.5920.756 0.7555 0.755 0.755 0.755 0.755 0.755 0.755 0.7550.95 0.9505 0.951 0.951 0.951 0.951 0.951 0.951 0.9511.18 1.18 1.18 1.18 1.18 1.18 1.18 1.18 1.181.45 1.455 1.46 1.46 1.46 1.46 1.46 1.46 1.461.77 1.775 1.78 1.78 1.78 1.78 1.78 1.785 1.792.13 2.14 2.15 2.155 2.16 2.16 2.16 2.16 2.162.55 2.565 2.58 2.585 2.59 2.595 2.6 2.6 2.63.03 3.05 3.07 3.08 3.09 3.095 3.1 3.105 3.113.58 3.605 3.63 3.645 3.66 3.67 3.68 3.685 3.694.2 4.235 4.27 4.29 4.31 4.32 4.33 4.34 4.35

4.89 4.94 4.99 5.02 5.05 5.065 5.08 5.085 5.095.66 5.725 5.79 5.83 5.87 5.89 5.91 5.925 5.946.53 6.61 6.69 6.74 6.79 6.82 6.85 6.865 6.887.49 7.59 7.69 7.755 7.82 7.86 7.9 7.92 7.948.55 8.675 8.8 8.885 8.97 9.02 9.07 9.1 9.139.73 9.875 10.02 10.13 10.24 10.305 10.37 10.405 10.4411 11.2 11.4 11.5 11.6 11.7 11.8 11.85 11.9

0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0

0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.00020.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006

0.00145 0.00145 0.00145 0.00145 0.00145 0.00145 0.00145 0.00145 0.001450.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.00350.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007

0.0125 0.0125 0.0125 0.0125 0.0125 0.0125 0.0125 0.0125 0.0125

Page 14: Dise o de Pavimentos Rigidos Aashto 1998

0.0215 0.0215 0.0215 0.0215 0.0215 0.0215 0.0215 0.0215 0.02150.0355 0.03525 0.035 0.035 0.035 0.035 0.035 0.035 0.0350.055 0.05475 0.0545 0.0545 0.0545 0.0545 0.0545 0.0545 0.05450.082 0.08175 0.0815 0.0815 0.0815 0.0815 0.0815 0.0815 0.0815

0.1185 0.11825 0.118 0.11775 0.1175 0.1175 0.1175 0.1175 0.11750.1665 0.16625 0.166 0.1655 0.165 0.165 0.165 0.165 0.1650.2285 0.228 0.2275 0.22725 0.227 0.227 0.227 0.227 0.2270.307 0.3065 0.306 0.30575 0.3055 0.3055 0.3055 0.3055 0.3055

0.4055 0.405 0.4045 0.404 0.4035 0.4035 0.4035 0.4035 0.40350.527 0.5265 0.526 0.5255 0.525 0.525 0.525 0.525 0.5250.675 0.6745 0.674 0.67375 0.6735 0.6735 0.6735 0.6735 0.67350.853 0.853 0.853 0.853 0.853 0.853 0.853 0.853 0.8531.065 1.06525 1.0655 1.0655 1.0655 1.0655 1.0655 1.0655 1.06551.315 1.3175 1.32 1.32 1.32 1.32 1.32 1.32 1.321.61 1.615 1.62 1.62 1.62 1.62 1.62 1.6225 1.6251.95 1.9575 1.965 1.9675 1.97 1.97 1.97 1.9725 1.9752.34 2.3525 2.365 2.37 2.375 2.3775 2.38 2.38 2.382.79 2.8075 2.825 2.8325 2.84 2.845 2.85 2.8525 2.855

3.305 3.3275 3.35 3.3625 3.375 3.3825 3.39 3.395 3.43.89 3.92 3.95 3.9675 3.985 3.995 4.005 4.0125 4.02

4.545 4.5875 4.63 4.655 4.68 4.6925 4.705 4.7125 4.725.275 5.3325 5.39 5.425 5.46 5.4775 5.495 5.505 5.5156.095 6.1675 6.24 6.285 6.33 6.355 6.38 6.395 6.417.01 7.19 7.305 7.375 7.418.02 8.245 8.395 8.485 8.5359.14 9.41 9.605 9.72 9.785

10.365 10.71 10.92 11.085 11.17

Page 15: Dise o de Pavimentos Rigidos Aashto 1998

SIMPLE P2=2,52.5

13.5 14 6 6.5 7 7.5 80.0001 0.0001 2 0.0002 0.0002 0.0002 0.0002 0.00020.0003 0.0003 4 0.002 0.002 0.002 0.002 0.0020.0009 0.0009 6 0.012 0.0115 0.011 0.0105 0.010.002 0.002 8 0.039 0.037 0.035 0.034 0.0330.005 0.005 10 0.097 0.093 0.089 0.0865 0.0840.009 0.009 12 0.203 0.196 0.189 0.185 0.1810.016 0.016 14 0.376 0.368 0.36 0.3535 0.3470.027 0.027 16 0.634 0.6285 0.623 0.6165 0.610.043 0.043 18 1 1 1 1 10.066 0.066 20 1.51 1.515 1.52 1.535 1.550.097 0.097 22 2.21 2.205 2.2 2.24 2.280.138 0.138 24 3.16 3.13 3.1 3.16 3.220.192 0.192 26 4.41 4.335 4.26 4.34 4.42

0.2615 0.261 28 6.05 5.905 5.76 5.84 5.920.349 0.349 30 8.16 7.915 7.67 7.73 7.790.458 0.458 32 10.8 10.45 10.1 10.1 10.10.592 0.592 34 14.1 13.55 13 12.95 12.90.755 0.755 36 18.2 17.45 16.7 16.55 16.40.951 0.951 38 23.1 22.1 21.1 20.85 20.61.18 1.18 40 29.1 27.8 26.5 26.1 25.71.46 1.46 42 36.2 34.55 32.9 32.3 31.71.79 1.79 44 0 0 0 0

2.165 2.17 46 0 0 0 02.605 2.61 48 0 0 0 03.11 3.11 50 0 0 0 03.69 3.69 3 0.0011 0.0011 0.0011 0.0011 0.00114.35 4.35 5 0.007 0.00675 0.0065 0.00625 0.006

5.095 5.1 7 0.0255 0.02425 0.023 0.02225 0.02155.945 5.95 9 0.068 0.065 0.062 0.06025 0.05856.89 6.9 11 0.15 0.1445 0.139 0.13575 0.1325

7.955 7.97 13 0.2895 0.282 0.2745 0.26925 0.2649.145 9.16 15 0.505 0.49825 0.4915 0.485 0.478510.46 10.48 17 0.817 0.81425 0.8115 0.80825 0.80511.95 12 19 1.255 1.2575 1.26 1.2675 1.275

0 21 1.86 1.86 1.86 1.8875 1.9150 23 2.685 2.6675 2.65 2.7 2.750 25 3.785 3.7325 3.68 3.75 3.820 27 5.23 5.12 5.01 5.09 5.170 29 7.105 6.91 6.715 6.785 6.8550 31 9.48 9.1825 8.885 8.915 8.9450 33 12.45 12 11.55 11.525 11.50 35 16.15 15.5 14.85 14.75 14.650 37 20.65 19.775 18.9 18.7 18.50 39 26.1 24.95 23.8 23.475 23.150 41 32.65 31.175 29.7 29.2 28.7

0.0002 0.0002 43 18.1 17.275 16.45 16.15 15.850.0006 0.0006 45 0 0 0 0 0

0.00145 0.00145 47 0 0 0 0 00.0035 0.0035 49 0 0 0 0 00.007 0.007 0 0

0.0125 0.0125 0 0

Page 16: Dise o de Pavimentos Rigidos Aashto 1998

0.0215 0.0215 0 00.035 0.035 0 0

0.0545 0.0545 0 00.0815 0.0815 0 00.1175 0.1175 0 00.165 0.165 0 0

0.22675 0.2265 0 00.30525 0.305 0 00.4035 0.4035 0 00.525 0.525 0 0

0.6735 0.6735 0 00.853 0.853 0 0

1.0655 1.0655 0 01.32 1.32 0 0

1.625 1.625 0 01.9775 1.98 0 02.385 2.39 0 0

2.8575 2.86 0 03.4 3.4 0 0

4.02 4.02 0 04.7225 4.725 0 0

5.52 5.525 0 06.4175 6.425 0 0

7.4358.5659.82

11.24

Page 17: Dise o de Pavimentos Rigidos Aashto 1998

SIMPLE P2=2,5

8.5 9 9.5 10 10.5 11 11.5 12 12.50.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.00020.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.0020.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01

0.0325 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.0320.083 0.082 0.0815 0.081 0.0805 0.08 0.08 0.08 0.08

0.1785 0.176 0.1755 0.175 0.1745 0.174 0.174 0.174 0.17350.344 0.341 0.3395 0.338 0.3375 0.337 0.3365 0.336 0.3360.607 0.604 0.6025 0.601 0.6 0.599 0.599 0.599 0.599

1 1 1 1 1 1 1 1 11.56 1.57 1.575 1.58 1.58 1.58 1.585 1.59 1.592.31 2.34 2.36 2.38 2.39 2.4 2.405 2.41 2.413.29 3.36 3.405 3.45 3.475 3.5 3.515 3.53 3.535

4.545 4.67 4.76 4.85 4.9 4.95 4.98 5.01 5.0256.105 6.29 6.45 6.61 6.71 6.81 6.865 6.92 6.958.035 8.28 8.535 8.79 8.965 9.14 9.245 9.35 9.40510.4 10.7 11.05 11.4 11.7 12 12.15 12.3 12.45

13.25 13.6 14.1 14.6 15 15.4 15.7 16 16.216.75 17.1 17.7 18.3 18.9 19.5 19.95 20.4 20.720.95 21.3 22 22.7 23.5 24.3 24.95 25.6 26

26 26.3 27.1 27.9 28.9 29.9 30.75 31.6 32.2531.95 32.2 33.1 34 35.15 36.3 37.5 38.7 39.55

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.0011 0.00110.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006

0.02125 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.0210.05775 0.057 0.05675 0.0565 0.05625 0.056 0.056 0.056 0.0560.13075 0.129 0.1285 0.128 0.1275 0.127 0.127 0.127 0.126750.26125 0.2585 0.2575 0.2565 0.256 0.2555 0.25525 0.255 0.254750.4755 0.4725 0.471 0.4695 0.46875 0.468 0.46775 0.4675 0.46750.8035 0.802 0.80125 0.8005 0.8 0.7995 0.7995 0.7995 0.7995

1.28 1.285 1.2875 1.29 1.29 1.29 1.2925 1.295 1.2951.935 1.955 1.9675 1.98 1.985 1.99 1.995 2 2

2.8 2.85 2.8825 2.915 2.9325 2.95 2.96 2.97 2.97253.9175 4.015 4.0825 4.15 4.1875 4.225 4.2475 4.27 4.285.325 5.48 5.605 5.73 5.805 5.88 5.9225 5.965 5.98757.07 7.285 7.4925 7.7 7.8375 7.975 8.055 8.135 8.1775

9.2175 9.49 9.7925 10.095 10.3325 10.57 10.6975 10.825 10.927511.825 12.15 12.575 13 13.35 13.7 13.925 14.15 14.325

15 15.35 15.9 16.45 16.95 17.45 17.825 18.2 18.4518.85 19.2 19.85 20.5 21.2 21.9 22.45 23 23.35

23.475 23.8 24.55 25.3 26.2 27.1 27.85 28.6 29.12528.975 29.25 30.1 30.95 32.025 33.1 34.125 35.15 35.915.975 16.1 16.55 17 17.575 18.15 18.75 19.35 19.775

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 00 0 0 0 0

Page 18: Dise o de Pavimentos Rigidos Aashto 1998

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

Page 19: Dise o de Pavimentos Rigidos Aashto 1998

TANDEM P2=2,52.5

13 13.5 14 6 6.5 7 7.50.0002 0.0002 0.0002 2 0.0001 0.0001 0.0001 0.00010.002 0.002 0.002 4 0.0006 0.00055 0.0005 0.00050.01 0.01 0.01 6 0.002 0.002 0.002 0.002

0.032 0.032 0.032 8 0.007 0.0065 0.006 0.0060.08 0.08 0.08 10 0.015 0.0145 0.014 0.0135

0.173 0.173 0.173 12 0.031 0.0295 0.028 0.0270.336 0.336 0.336 14 0.057 0.0545 0.052 0.05050.599 0.5985 0.598 16 0.097 0.093 0.089 0.0865

1 1 1 18 0.155 0.149 0.143 0.13951.59 1.59 1.59 20 0.234 0.227 0.22 0.21552.41 2.41 2.41 22 0.34 0.3325 0.325 0.3193.54 3.545 3.55 24 0.475 0.4685 0.462 0.4565.04 5.045 5.05 26 0.644 0.6405 0.637 0.6326.98 6.995 7.01 28 0.855 0.8545 0.854 0.8539.46 9.49 9.52 30 1.11 1.115 1.12 1.12512.6 12.65 12.7 32 1.43 1.435 1.44 1.45516.4 16.45 16.5 34 1.82 1.82 1.82 1.84521 21.15 21.3 36 2.29 2.28 2.27 2.31

26.4 26.7 27 38 2.85 2.825 2.8 2.85532.9 33.3 33.7 40 3.52 3.47 3.42 3.48540.4 41 41.6 42 4.32 4.24 4.16 4.23

0 0 0 44 5.26 5.135 5.01 5.0850 0 0 46 6.36 6.185 6.01 6.0750 0 0 48 7.64 7.4 7.16 7.2150 0 0 50 9.11 8.805 8.5 8.525

0.0011 0.0011 0.0011 52 10.8 10.4 10 100.006 0.006 0.006 54 12.8 12.3 11.8 11.750.021 0.021 0.021 56 15 14.4 13.8 13.70.056 0.056 0.056 58 17.5 16.75 16 15.85

0.1265 0.1265 0.1265 60 20.3 19.4 18.5 18.30.2545 0.2545 0.2545 62 0 0 00.4675 0.46725 0.467 64 0 0 00.7995 0.79925 0.799 66 0 0 01.295 1.295 1.295 68 0 0 0

2 2 2 70 0 0 02.975 2.9775 2.98 72 0 0 04.29 4.295 4.3 74 0 0 06.01 6.02 6.03 76 0 0 08.22 8.2425 8.265 78 0 0 0

11.03 11.07 11.11 80 0 0 014.5 14.55 14.6 82 0 0 018.7 18.8 18.9 84 0 0 023.7 23.925 24.15 86 0 0 0

29.65 30 30.35 88 0 0 036.65 37.15 37.65 90 0 0 020.2 20.5 20.8 3 0.00035 0.000325 0.0003 0.0003

0 0 0 5 0.0013 0.001275 0.00125 0.001250 0 0 7 0.0045 0.00425 0.004 0.0040 0 0 9 0.011 0.0105 0.01 0.00975

0 11 0.023 0.022 0.021 0.020250 13 0.044 0.042 0.04 0.03875

Page 20: Dise o de Pavimentos Rigidos Aashto 1998

0 15 0.077 0.07375 0.0705 0.06850 17 0.126 0.121 0.116 0.1130 19 0.1945 0.188 0.1815 0.17750 21 0.287 0.27975 0.2725 0.267250 23 0.4075 0.4005 0.3935 0.38750 25 0.5595 0.5545 0.5495 0.5440 27 0.7495 0.7475 0.7455 0.74250 29 0.9825 0.98475 0.987 0.9890 31 1.27 1.275 1.28 1.290 33 1.625 1.6275 1.63 1.650 35 2.055 2.05 2.045 2.07750 37 2.57 2.5525 2.535 2.58250 39 3.185 3.1475 3.11 3.170 41 3.92 3.855 3.79 3.85750 43 4.79 4.6875 4.585 4.65750 45 5.81 5.66 5.51 5.580 47 7 6.7925 6.585 6.6450 49 8.375 8.1025 7.83 7.870 51 9.955 9.6025 9.25 9.26250 53 11.8 11.35 10.9 10.8750 55 13.9 13.35 12.8 12.7250 57 16.25 15.575 14.9 14.7750 59 18.9 18.075 17.25 17.075

Page 21: Dise o de Pavimentos Rigidos Aashto 1998

8 8.5 9 9.5 10 10.5 11 11.5 120.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.00010.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.00050.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.0020.006 0.0055 0.005 0.005 0.005 0.005 0.005 0.005 0.0050.013 0.013 0.013 0.0125 0.012 0.012 0.012 0.012 0.0120.026 0.026 0.026 0.0255 0.025 0.025 0.025 0.025 0.0250.049 0.0485 0.048 0.0475 0.047 0.047 0.047 0.047 0.0470.084 0.083 0.082 0.0815 0.081 0.081 0.081 0.0805 0.080.136 0.1345 0.133 0.1325 0.132 0.1315 0.131 0.131 0.1310.211 0.2085 0.206 0.205 0.204 0.2035 0.203 0.203 0.2030.313 0.3105 0.308 0.3065 0.305 0.3045 0.304 0.3035 0.3030.45 0.447 0.444 0.4425 0.441 0.4405 0.44 0.4395 0.439

0.627 0.6245 0.622 0.621 0.62 0.6195 0.619 0.6185 0.6180.852 0.851 0.85 0.85 0.85 0.85 0.85 0.8495 0.8491.13 1.135 1.14 1.14 1.14 1.14 1.14 1.14 1.141.47 1.48 1.49 1.495 1.5 1.505 1.51 1.51 1.511.87 1.895 1.92 1.935 1.95 1.955 1.96 1.965 1.972.35 2.39 2.43 2.455 2.48 2.495 2.51 2.515 2.522.91 2.97 3.03 3.075 3.12 3.14 3.16 3.17 3.183.55 3.645 3.74 3.805 3.87 3.905 3.94 3.96 3.984.3 4.425 4.55 4.645 4.74 4.8 4.86 4.885 4.91

5.16 5.32 5.48 5.615 5.75 5.835 5.92 5.965 6.016.14 6.335 6.53 6.715 6.9 7.02 7.14 7.21 7.287.27 7.5 7.73 7.97 8.21 8.38 8.55 8.65 8.758.55 8.81 9.07 9.375 9.68 9.91 10.14 10.28 10.4210 10.3 10.6 10.95 11.3 11.6 11.9 12.1 12.3

11.7 12 12.3 12.75 13.2 13.55 13.9 14.2 14.513.6 13.9 14.2 14.7 15.2 15.7 16.2 16.5 16.815.7 16 16.3 16.9 17.5 18.05 18.6 19.05 19.518.1 18.4 18.7 19.35 20 20.7 21.4 21.95 22.5

0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.00030.00125 0.00125 0.00125 0.00125 0.00125 0.00125 0.00125 0.00125 0.00125

0.004 0.00375 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.00350.0095 0.00925 0.009 0.00875 0.0085 0.0085 0.0085 0.0085 0.00850.0195 0.0195 0.0195 0.019 0.0185 0.0185 0.0185 0.0185 0.01850.0375 0.03725 0.037 0.0365 0.036 0.036 0.036 0.036 0.036

Page 22: Dise o de Pavimentos Rigidos Aashto 1998

0.0665 0.06575 0.065 0.0645 0.064 0.064 0.064 0.06375 0.06350.11 0.10875 0.1075 0.107 0.1065 0.10625 0.106 0.10575 0.1055

0.1735 0.1715 0.1695 0.16875 0.168 0.1675 0.167 0.167 0.1670.262 0.2595 0.257 0.25575 0.2545 0.254 0.2535 0.25325 0.253

0.3815 0.37875 0.376 0.3745 0.373 0.3725 0.372 0.3715 0.3710.5385 0.53575 0.533 0.53175 0.5305 0.53 0.5295 0.529 0.52850.7395 0.73775 0.736 0.7355 0.735 0.73475 0.7345 0.734 0.73350.991 0.993 0.995 0.995 0.995 0.995 0.995 0.99475 0.9945

1.3 1.3075 1.315 1.3175 1.32 1.3225 1.325 1.325 1.3251.67 1.6875 1.705 1.715 1.725 1.73 1.735 1.7375 1.742.11 2.1425 2.175 2.195 2.215 2.225 2.235 2.24 2.2452.63 2.68 2.73 2.765 2.8 2.8175 2.835 2.8425 2.853.23 3.3075 3.385 3.44 3.495 3.5225 3.55 3.565 3.58

3.925 4.035 4.145 4.225 4.305 4.3525 4.4 4.4225 4.4454.73 4.8725 5.015 5.13 5.245 5.3175 5.39 5.425 5.465.65 5.8275 6.005 6.165 6.325 6.4275 6.53 6.5875 6.645

6.705 6.9175 7.13 7.3425 7.555 7.7 7.845 7.93 8.0157.91 8.155 8.4 8.6725 8.945 9.145 9.345 9.465 9.585

9.275 9.555 9.835 10.1625 10.49 10.755 11.02 11.19 11.3610.85 11.15 11.45 11.85 12.25 12.575 12.9 13.15 13.412.65 12.95 13.25 13.725 14.2 14.625 15.05 15.35 15.6514.65 14.95 15.25 15.8 16.35 16.875 17.4 17.775 18.1516.9 17.2 17.5 18.125 18.75 19.375 20 20.5 21

Page 23: Dise o de Pavimentos Rigidos Aashto 1998

2.512.5 13 13.5 14 6 6.5 7

0.0001 0.0001 0.0001 0.0001 2 0.0001 0.0001 0.00010.0005 0.0005 0.0005 0.0005 4 0.0003 0.0003 0.00030.002 0.002 0.002 0.002 6 0.001 0.001 0.0010.005 0.005 0.005 0.005 8 0.003 0.0025 0.0020.012 0.012 0.012 0.012 10 0.006 0.0055 0.0050.025 0.025 0.025 0.025 12 0.011 0.0105 0.010.047 0.047 0.047 0.047 14 0.02 0.019 0.0180.08 0.08 0.08 0.08 16 0.033 0.0315 0.03

0.131 0.131 0.131 0.131 18 0.053 0.0505 0.0480.203 0.203 0.203 0.203 20 0.08 0.0765 0.0730.303 0.303 0.303 0.303 22 0.116 0.1115 0.1070.439 0.439 0.439 0.439 24 0.163 0.157 0.1510.618 0.618 0.618 0.618 26 0.222 0.2155 0.2090.849 0.849 0.849 0.849 28 0.295 0.288 0.2811.14 1.14 1.14 1.14 30 0.384 0.3775 0.3711.51 1.51 1.51 1.51 32 0.49 0.485 0.481.97 1.97 1.97 1.97 34 0.616 0.6125 0.6092.52 2.52 2.525 2.53 36 0.765 0.7635 0.7623.19 3.2 3.2 3.2 38 0.939 0.94 0.9413.99 4 4.005 4.01 40 1.14 1.145 1.154.93 4.95 4.955 4.96 42 1.38 1.38 1.38

6.035 6.06 6.075 6.09 44 1.65 1.65 1.657.32 7.36 7.38 7.4 46 1.97 1.965 1.96

8.805 8.86 8.89 8.92 48 2.34 2.325 2.3110.5 10.58 10.62 10.66 50 2.76 2.735 2.7112.4 12.5 12.6 12.7 52 3.24 3.195 3.15

14.65 14.8 14.85 14.9 54 3.79 3.725 3.6617.05 17.3 17.4 17.5 56 4.41 4.32 4.2319.8 20.1 20.25 20.4 58 5.12 4.995 4.87

22.85 23.2 23.4 23.6 60 5.91 5.75 5.590 0 0 0 62 6.8 6.595 6.390 0 0 0 64 7.79 7.54 7.290 0 0 0 66 8.9 8.59 8.280 0 0 0 68 0 00 0 0 0 70 0 00 0 0 0 72 0 00 0 0 0 74 0 00 0 0 0 76 0 00 0 0 0 78 0 00 0 0 0 80 0 00 0 0 0 82 0 00 0 0 0 84 0 00 0 0 0 86 0 00 0 0 0 88 0 00 0 0 0 90 0 0

0.0003 0.0003 0.0003 0.0003 3 0.0002 0.0002 0.00020.00125 0.00125 0.00125 0.00125 5 0.00065 0.00065 0.000650.0035 0.0035 0.0035 0.0035 7 0.002 0.00175 0.00150.0085 0.0085 0.0085 0.0085 9 0.0045 0.004 0.00350.0185 0.0185 0.0185 0.0185 11 0.0085 0.008 0.00750.036 0.036 0.036 0.036 13 0.0155 0.01475 0.014

Page 24: Dise o de Pavimentos Rigidos Aashto 1998

0.0635 0.0635 0.0635 0.0635 15 0.0265 0.02525 0.0240.1055 0.1055 0.1055 0.1055 17 0.043 0.041 0.0390.167 0.167 0.167 0.167 19 0.0665 0.0635 0.06050.253 0.253 0.253 0.253 21 0.098 0.094 0.090.371 0.371 0.371 0.371 23 0.1395 0.13425 0.129

0.5285 0.5285 0.5285 0.5285 25 0.1925 0.18625 0.180.7335 0.7335 0.7335 0.7335 27 0.2585 0.25175 0.2450.9945 0.9945 0.9945 0.9945 29 0.3395 0.33275 0.3261.325 1.325 1.325 1.325 31 0.437 0.43125 0.42551.74 1.74 1.74 1.74 33 0.553 0.54875 0.5445

2.245 2.245 2.2475 2.25 35 0.6905 0.688 0.68552.855 2.86 2.8625 2.865 37 0.852 0.85175 0.85153.59 3.6 3.6025 3.605 39 1.0395 1.0425 1.04554.46 4.475 4.48 4.485 41 1.26 1.2625 1.265

5.4825 5.505 5.515 5.525 43 1.515 1.515 1.5156.6775 6.71 6.7275 6.745 45 1.81 1.8075 1.8058.0625 8.11 8.135 8.16 47 2.155 2.145 2.1359.6525 9.72 9.755 9.79 49 2.55 2.53 2.5111.45 11.54 11.61 11.68 51 3 2.965 2.93

13.525 13.65 13.725 13.8 53 3.515 3.46 3.40515.85 16.05 16.125 16.2 55 4.1 4.0225 3.945

18.425 18.7 18.825 18.95 57 4.765 4.6575 4.5521.325 21.65 21.825 22 59 5.515 5.3725 5.23

61 6.355 5.9963 7.295 6.8465 8.345 7.785

Page 25: Dise o de Pavimentos Rigidos Aashto 1998

TRIDEM P2=2,5

7.5 8 8.5 9 9.5 10 10.5 11 11.50.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.00010.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.00030.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.0010.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.0020.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.0050.01 0.01 0.05 0.09 0.09 0.09 0.09 0.09 0.09

0.0175 0.017 0.017 0.017 0.0165 0.016 0.016 0.016 0.0160.0295 0.029 0.0285 0.028 0.0275 0.027 0.027 0.027 0.0270.0465 0.045 0.0445 0.044 0.044 0.044 0.0435 0.043 0.0430.071 0.069 0.068 0.067 0.0665 0.066 0.066 0.066 0.0660.104 0.101 0.1 0.099 0.0985 0.098 0.0975 0.097 0.097

0.1475 0.144 0.1425 0.141 0.14 0.139 0.139 0.139 0.13850.2045 0.2 0.1975 0.195 0.1945 0.194 0.1935 0.193 0.19250.276 0.271 0.268 0.265 0.264 0.263 0.2625 0.262 0.2620.365 0.359 0.3565 0.354 0.3525 0.351 0.3505 0.35 0.34950.474 0.468 0.4655 0.463 0.4615 0.46 0.4595 0.459 0.45850.605 0.601 0.5985 0.596 0.595 0.594 0.5935 0.593 0.5925

0.7605 0.759 0.758 0.757 0.7565 0.756 0.7555 0.755 0.7550.9435 0.946 0.947 0.948 0.949 0.95 0.9505 0.951 0.9511.155 1.16 1.165 1.17 1.175 1.18 1.18 1.18 1.181.395 1.41 1.425 1.44 1.445 1.45 1.455 1.46 1.461.675 1.7 1.72 1.74 1.755 1.77 1.775 1.78 1.781.995 2.03 2.06 2.09 2.11 2.13 2.14 2.15 2.1552.355 2.4 2.445 2.49 2.52 2.55 2.565 2.58 2.5852.76 2.81 2.875 2.94 2.98 3.02 3.045 3.07 3.083.21 3.27 3.355 3.44 3.5 3.56 3.59 3.62 3.64

3.725 3.79 3.895 4 4.08 4.16 4.21 4.26 4.284.3 4.37 4.5 4.63 4.735 4.84 4.905 4.97 5

4.935 5 5.16 5.32 5.455 5.59 5.675 5.76 5.8055.65 5.71 5.895 6.08 6.25 6.42 6.53 6.64 6.705

6.445 6.5 6.705 6.91 7.12 7.33 7.475 7.62 7.7057.33 7.37 7.595 7.82 8.075 8.33 8.515 8.7 8.81

8.305 8.33 8.58 8.83 9.125 9.42 9.65 9.88 10.0250 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0

0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.00020.00065 0.00065 0.00065 0.00065 0.00065 0.00065 0.00065 0.00065 0.000650.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.00150.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.0035 0.00350.0075 0.0075 0.0275 0.0475 0.0475 0.0475 0.0475 0.0475 0.0475

0.01375 0.0135 0.0335 0.0535 0.05325 0.053 0.053 0.053 0.053

Page 26: Dise o de Pavimentos Rigidos Aashto 1998

0.0235 0.023 0.02275 0.0225 0.022 0.0215 0.0215 0.0215 0.02150.038 0.037 0.0365 0.036 0.03575 0.0355 0.03525 0.035 0.035

0.05875 0.057 0.05625 0.0555 0.05525 0.055 0.05475 0.0545 0.05450.0875 0.085 0.084 0.083 0.0825 0.082 0.08175 0.0815 0.0815

0.12575 0.1225 0.12125 0.12 0.11925 0.1185 0.11825 0.118 0.117750.176 0.172 0.17 0.168 0.16725 0.1665 0.16625 0.166 0.1655

0.24025 0.2355 0.23275 0.23 0.22925 0.2285 0.228 0.2275 0.227250.3205 0.315 0.31225 0.3095 0.30825 0.307 0.3065 0.306 0.305750.4195 0.4135 0.411 0.4085 0.407 0.4055 0.405 0.4045 0.4040.5395 0.5345 0.532 0.5295 0.52825 0.527 0.5265 0.526 0.5255

0.68275 0.68 0.67825 0.6765 0.67575 0.675 0.6745 0.674 0.673750.852 0.8525 0.8525 0.8525 0.85275 0.853 0.853 0.853 0.853

1.04925 1.053 1.056 1.059 1.062 1.065 1.06525 1.0655 1.06551.275 1.285 1.295 1.305 1.31 1.315 1.3175 1.32 1.321.535 1.555 1.5725 1.59 1.6 1.61 1.615 1.62 1.621.835 1.865 1.89 1.915 1.9325 1.95 1.9575 1.965 1.96752.175 2.215 2.2525 2.29 2.315 2.34 2.3525 2.365 2.37

2.5575 2.605 2.66 2.715 2.75 2.785 2.805 2.825 2.83252.985 3.04 3.115 3.19 3.24 3.29 3.3175 3.345 3.36

3.4675 3.53 3.625 3.72 3.79 3.86 3.9 3.94 3.964.0125 4.08 4.1975 4.315 4.4075 4.5 4.5575 4.615 4.644.6175 4.685 4.83 4.975 5.095 5.215 5.29 5.365 5.40255.2925 5.355 5.5275 5.7 5.8525 6.005 6.1025 6.2 6.255

6.105 6.495 6.875 7.136.935 7.365 7.83 8.167.85 8.325 8.875 9.29

Page 27: Dise o de Pavimentos Rigidos Aashto 1998

12 12.5 13 13.5 140.0001 0.0001 0.0001 0.0001 0.00010.0003 0.0003 0.0003 0.0003 0.00030.001 0.001 0.001 0.001 0.0010.002 0.002 0.002 0.002 0.0020.005 0.005 0.005 0.005 0.0050.09 0.09 0.09 0.09 0.09

0.016 0.016 0.016 0.016 0.0160.027 0.027 0.027 0.027 0.0270.043 0.043 0.043 0.043 0.0430.066 0.066 0.066 0.066 0.0660.097 0.097 0.097 0.097 0.0970.138 0.138 0.138 0.138 0.1380.192 0.192 0.192 0.192 0.1920.262 0.262 0.262 0.262 0.2620.349 0.349 0.349 0.349 0.3490.458 0.458 0.458 0.458 0.4580.592 0.592 0.592 0.592 0.5920.755 0.755 0.755 0.755 0.7550.951 0.951 0.951 0.951 0.9511.18 1.18 1.18 1.18 1.181.46 1.46 1.46 1.46 1.461.78 1.78 1.78 1.785 1.792.16 2.16 2.16 2.16 2.162.59 2.595 2.6 2.6 2.63.09 3.095 3.1 3.105 3.113.66 3.67 3.68 3.68 3.684.3 4.315 4.33 4.335 4.34

5.03 5.05 5.07 5.08 5.095.85 5.875 5.9 5.915 5.936.77 6.805 6.84 6.855 6.877.79 7.835 7.88 7.905 7.938.92 8.98 9.04 9.075 9.11

10.17 10.25 10.33 10.375 10.420 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0.0002 0.0002 0.0002 0.0002 0.00020.00065 0.00065 0.00065 0.00065 0.000650.0015 0.0015 0.0015 0.0015 0.00150.0035 0.0035 0.0035 0.0035 0.00350.0475 0.0475 0.0475 0.0475 0.04750.053 0.053 0.053 0.053 0.053

Page 28: Dise o de Pavimentos Rigidos Aashto 1998

0.0215 0.0215 0.0215 0.0215 0.02150.035 0.035 0.035 0.035 0.035

0.0545 0.0545 0.0545 0.0545 0.05450.0815 0.0815 0.0815 0.0815 0.08150.1175 0.1175 0.1175 0.1175 0.11750.165 0.165 0.165 0.165 0.1650.227 0.227 0.227 0.227 0.227

0.3055 0.3055 0.3055 0.3055 0.30550.4035 0.4035 0.4035 0.4035 0.40350.525 0.525 0.525 0.525 0.525

0.6735 0.6735 0.6735 0.6735 0.67350.853 0.853 0.853 0.853 0.853

1.0655 1.0655 1.0655 1.0655 1.06551.32 1.32 1.32 1.32 1.321.62 1.62 1.62 1.6225 1.6251.97 1.97 1.97 1.9725 1.975

2.375 2.3775 2.38 2.38 2.382.84 2.845 2.85 2.8525 2.855

3.375 3.3825 3.39 3.3925 3.3953.98 3.9925 4.005 4.0075 4.01

4.665 4.6825 4.7 4.7075 4.7155.44 5.4625 5.485 5.4975 5.516.31 6.34 6.37 6.385 6.47.28 7.36 7.4

8.355 8.46 8.529.545 9.685 9.765