• Author / Uploaded
• Denis Brañez

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P1 IMDA Terreno

1900 Accidentado

veh/día

V fmáx s máx

60 0.152 6%

km/h (peligro de hielo)

R mín R mín

133.71 135

m m

Curva

Radio

Radio en m (aprox a múltiplo de 5m superior)

Ángulo de deflexión

T

PC

L curva

Curva 1 Curva 2 Curva 3

1.25*Rmín 1.35*Rmín 1.50* R mín

165 170 180

57.74 43.99 41.41

90.97 68.67 68.03

315.17 1017.86 1729.31

166.28 130.52 130.09

n carriles L

2 10.55

p2

V dis

Curva R (m) Sa calc fr Sa reducido Sa

1 165 1.14 0.443 0.506 0.506

2 170 1.12 0.434 0.484 0.484

3 180 1.07 0.416 0.443 0.443

Sa (m) L (m)

Curva 1 0.51 40

Curva 2 0.48 30

Curva 3 0.44 40

(Desarrollo en tramo recto) 10 20 30 40

p3

Sa n 1 0.13 0.25 0.38 0.51

Sa n 2 0.16 0.32 0.48

Sa n 3 0.11 0.22 0.33 0.44

60

PC2 L curva 2 PT2

1017.86 130.52 1148.38

m m m

m

1083.12

m

PC2

m2 p4

Curva 4 V dis Ip máx Peralte p= Bombeo b=

60 1.20% 5.60% 2.50%

km/h

a B

7.2 3.6

m m

L1 L2 L3 L mín

7.50 7.50 9.30 24.30

m m m m

n L3a L3b

0.7 4.26 5.04

(4.5%