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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