ANLISIS DE TRFICO POR EL MTODO AASHTO

Esp. de losa (pulg) = 11.5 P2 = 2.5 Periodo de diseo = 20 aos

Simple Tandem Tridem

4 0.002 24 0.002 24 0.002 1.98 0.032 30.4

10 0.08 014 0.047 0

10 0.08 018 0.131 0

14 0.3365 022 2.405 014 0.3365 0

36 2.515 014 0.3365 174.98

24 0.4395 228.5436 0.755 392.6

14 0.3365 137.29240 3.96 1615.68

50 3.08 1256.6416 0.599 59.9

30 1.14 11440 1.18 118

14 0.3365 3.36536 2.515 25.1536 2.515 25.15

14 0.3365 036 2.515 0

50 3.08 014 0.3365 9.085522 2.405 64.93522 2.405 64.93522 2.405 64.93514 0.3365 15.1425

36 2.515 113.17522 2.405 108.22522 2.405 108.22514 0.3365 0.336522 2.405 2.40522 2.405 2.40522 2.405 2.40514 0.3365 0.336522 2.405 2.40522 2.405 2.405

36 2.515 2.515

TOTAL 3062 Vehculos mixtos/dia factor de carril = 1 4.39656E+07

factor direccional = 0.5 ESALs de diseo 2.1983E+07

Tipo Volumen

dirio

N de

ejes

Peso por eje Kipst % ESALs de diseo

Vehculos livianos 1000 2 0.0044 27.6 10074000 40296

LEFS

Bus pqeuo 950 2 0.0344

Trfico de

diseo

Factor de

CaminFCESALs SESALS

27.6 9570300 325390

Bus mediano 0 2 0.1274 27.6 0 0

Bus grande 0 2 0.21103 25.7 0 0

0 2 2.741506.67 32.673 0 0

0 2 2.851505.18 29.842 0 0

Semiremolque 520 3 1.531796.123 25.7 4877860 7468004

Semiremolque 408 3 7.37653009.6123 25.7 3827244 28231665

868700 2535735100 3 2.919291.92 23.8

86870 46618810 3 5.366553.6652 23.8

0 00 3 5.931502 23.8

234549 177119727 4 7.5515203.8905 23.82

45 4 7.6615344.7675 23.82

1 4 7.55157.5515 23.82

1 4 7.66157.6615 23.82

4

32.3

0

8687 66555

8687 65600

390915 2994995

PTG-11185 Pgina 1