profilo longitudinale .pdf

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Original filename: profilo longitudinale.pdf
Title: (c) VESTRA Vorlage
Author: AKG Software GmbH

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QUOTE BINARIO (ROTAIA BASSA)

ETTOMETRICHE

RETTE-RAGGI-RACCORDI
0.0
0.1
0.2

l = 352.962
0.3
0.4

70
l = 66.6
0.5
0.6

R = 750.000 l = 266.597
0.7

l = 66.6
70
0.8
0.9

l = 220.396

0.0
0.1
0.2

00R = 1000.000 l = 162.139 l = 55.00
0
l = 55.0

0.3
0.4
0.5
0.6

l = 700.000

0.7
0.8
0.9
0.0

l = 25.000
0.1

R = -3500.000 l = 280.000

0.2
0.3
0.4
0.5

R = 1200.000 l = 122.767 l
l = 25.000 00
l = 35 = 40.0
.0
.000 00
l = 35

0.6
0.7

R = -500.000 l = 271.735

0.8
0.9
0.0
0.1
0.2

759.14

761.72

45

fine progetto altimetrico

ra
= 4000.000 m
lt
=
8.723 m
a
=
0.010 m
Station = 2920.514
NW
= 758.115 m

761.73

761.41

50

m

758.03
758.24

48

.514
1170

756.35

88

145

A22 nord

ra
= 5000.000 m
lt
= 33.852 m
a
=
0.115 m
Station = 1530.000
NW
= 718.873 m

755.68

754.54

A22

262.803

719.94

26

ra
= 5000.000 m
lt
= 32.700 m
a
=
0.107 m
Station = 1267.197
NW
= 714.115 m

718.99

679.47
701.00
716.33
719.01
719.38
720.61
725.06
724.42
720.66
722.47
724.97
727.57
727.67
728.36
729.29
729.63
728.10
727.89
728.22
726.54
726.66
727.14
727.36
726.32
726.44
726.81
727.55
728.27
729.15
729.97
728.79
728.11
729.36
732.33
736.21
739.11
742.35
741.76
739.67
739.37
739.03
738.98
739.03
739.29
740.25
740.67
741.20
742.23
743.63
746.01
748.56
750.90
751.42
751.89
752.75
753.28
756.23
758.04
757.91
757.55
757.52
757.38
757.63
758.30
758.56
758.66
758.38
758.31
758.30
758.53
758.83
758.96
759.09
759.37
759.33
759.59
759.51
759.92
763.30
760.29
760.77
760.67
761.45
769.01
767.65
761.48
760.93
761.44
762.17
761.75
761.92
761.63
760.94
760.80
760.08
760.00
759.87
759.63
759.67
759.56
759.62
759.16
759.67
759.00
758.90
758.84
758.75
758.36
758.72
758.39
758.22
758.13
757.53

RFI

ra
= 4000.000 m
lt
= 62.370 m
a
=
0.486 m
Station =
405.400
NW
= 687.240 m

718.26

714.71

13

km 193+985 = 0+000

SS12

714.01

713.10

Asse SS12

asse innesto corsia nord A22

fine intradosso imp A22

binario

inizio intradosso imp A22

e
sistent
Linea e

689.18

fine intradosso
impalcato RFI

inizio progetto altimetrico

o.A.
Station =
0.000
NW
= 687.240 m

687.73

687.24

QUOTE TERRENO
687.32
687.69
688.08
688.61
689.06
689.60
690.05
690.42
690.96
691.32
691.71
692.14
692.62
692.64
693.54
692.56
691.99
691.00
691.69
695.90
695.83
694.36
695.11
695.97
696.94
697.74
698.60
699.49
700.38
701.11
703.18
704.05
704.80
705.21
708.18
710.95
714.83
714.39
715.29
720.37
721.99
722.00
724.49
723.18
722.18
720.80
719.77
720.07
721.15
724.80
725.55
723.93
722.00
718.17
714.31
720.59
721.62
718.56
717.04
717.36
718.06
719.12
719.32
718.17
715.98
713.74
709.71
702.70
692.30
678.57

QUOTA DI RIFERIMENTO 670.00

687.24

VARIANTE VAL DI RIGA
INNESTO CENTRALE FRA BINARIO DISPARI E PARI
ra
= 4000.000 m
lt
= 43.291 m
a
=
0.234 m
Station = 2700.514
NW
= 755.915 m
ra
= 3500.000 m
lt
= 34.250 m
a
=
0.168 m
Station = 3184.090
NW
= 761.900 m

PROFILO LONGITUDINALE
M / scala 5000/500
o.A.
Station = 3714.763
NW
= 759.135 m

263.576 m
530.673 m

220.000 m

Haltestelle / Fermata
Sciaves
150

m

861.7
97 m

405.400 m

dispari

0.3

R = 283.200 l = 135.778l =
45
.00
00
0
.
0
0 l =l 28.162
00 = 60
.
=6
00
0
4
l
0.0
0.0
6
l=
00
l=
R = -284.100 l = 120.490

0.4
0.5
0.6

l = 385.582
0.7


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