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QUADRO DI UNIONE - assiviarilucca.it · V2 V3 C3 V4 V5 C4 V6 C5 R O T A T O R I A E S I S T E N TE...
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V2 V3 C3 V4 V5 C4 V6 C5 ROT A TORI A E SISTENTE PIAZZOLA DI SOSTA P I A ZZ O LA DI SO STA PIAZZOLA DI SOSTA P I A ZZ O LA DI SO STA km 1+400 km 1+ 500 km 1+ 600 km 1+ 700 km 1+ 800 km 1+ 900 km 2+ 000 km 2+ 100 km 2+ 200 km 2+ 300 km 2+400 km 2+50 0 km 2+600 km 2+700 km 2+800 km 2+900 km 3+0 00 km 3+100 km 3+200 km 3+300 km 3+400 km 3+500 k m 3+ 60 0 30 31 32 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 75 76 75 76 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 ROT A TORI A E SISTENTE PIAZZOLA DI SOSTA P I A ZZ O LA DI SO STA PIAZZOLA DI SOSTA P I A ZZ O LA DI SO STA km 1+400 km 1+ 500 km 1+ 600 km 1+ 700 km 1+ 800 km 1+ 900 km 2+ 000 km 2+ 100 km 2+ 200 km 2+ 300 km 2+400 km 2+50 0 km 2+600 km 2+700 km 2+800 km 2+900 km 3+0 00 km 3+100 km 3+200 km 3+300 km 3+400 km 3+500 k m 3+ 60 0 30 31 32 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 75 76 75 76 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 1:2000 1:2000/200 LEGENDA Profilo di progetto Profilo del terreno QUADRO DI UNIONE LIVELLETTE No. SEZIONI DISTANZE PROGRESSIVE DISTANZE PARZIALI QUOTE TERRENO QUOTE PROGETTO ETTOMETRICHE AND. PLAN. SOPRAELEVAZIONI 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 1600.00 1650.00 1700.00 1750.00 1800.00 1850.00 1900.00 1950.00 2000.00 2050.00 2100.00 2150.00 2200.00 2250.00 2300.00 2350.00 2400.00 2450.00 2500.00 2550.00 2600.00 2650.00 2700.00 2750.00 2800.00 2850.00 2900.00 2950.00 3000.00 3050.00 3100.00 3150.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 13.75 13.80 13.55 13.56 13.59 13.62 13.65 13.68 13.70 13.73 13.76 13.77 13.77 13.77 13.77 13.77 13.77 13.77 13.77 13.73 13.34 13.31 13.35 13.39 13.43 13.47 13.49 13.37 13.16 12.94 12.72 12.59 13.71 13.79 13.55 13.56 13.59 13.62 13.65 13.68 13.70 13.73 13.76 13.77 13.77 13.77 13.77 13.77 13.77 13.77 13.77 13.71 13.31 13.31 13.35 13.39 13.43 13.47 13.49 13.37 13.16 12.94 12.72 12.59 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 L=875.67 A = 1 6 6 . 7 0 L = 5 5 . 5 8 R=500.00 L=152.07 A = 1 6 6 . 7 0 L = 5 5 . 5 8 L=301.84 L=26.66 A=25.20 L=15 .88 R=40.00 L=12.24 A=25.20 L=15 .88 L=6.12 A =7 2 .20 L=3 4. 75 R=150.00 L=26.38 A =7 2 .20 L=3 4. 75 L=466.95 -0.09 -0.09 -0.09 0.09 -0.24 0.24 -0.24 0.24 -0.09 0.09 -0.09 -0.09 -0.09 -0.09 -0.10 -0.10 0.11 -0.11 0.33 -0.33 0.33 -0.34 0.33 -0.33 0.11 -0.11 -0.07 -0.10 -0.10 -0.09 -0.09 -0.08 -0.10 0.10 -0.28 0.28 -0.28 0.28 -0.28 0.28 -0.28 0.28 -0.10 0.10 -0.09 -0.09 -0.09 -0.09 Destro Sinistro D=-0.53 L=48.91 P=-1.08% D=0.16 L=62.34 P=0.26% D=-0.29 L=34.45 P=-0.85% D=0.24 L=419.28 P=0.06% D=0.00 L=433.92 P=0.00% D=-0.50 L=50.06 P=-1.00% D=0.25 L=315.94 P=0.08% D=-0.88 L=202.55 P=-0.43% D=-0.52 L=336.13 P=-0.16% FR 1585.73 (13.82) Prog= 1600.00 Quota= 13.66 R 2000.00 T1 13.45 T2 13.45 Sv 26.91 dP 1.3454% IR 1586.55 (13.81) FR 1613.45 (13.70) Prog= 1662.34 Quota= 13.83 R 3000.00 T1 16.70 T2 16.70 Sv 33.40 dP -1.1133% IR 1645.64 (13.78) FR 1679.04 (13.68) Prog= 1696.79 Quota= 13.53 R 3000.00 T1 13.60 T2 13.60 Sv 27.21 dP 0.9069% IR 1683.19 (13.65) FR 1710.40 (13.54) Prog= 2116.08 Quota= 13.77 R 15000.00 T1 4.21 T2 4.21 Sv 8.41 dP -0.0561% IR 2111.87 (13.77) FR 2120.28 (13.77) Prog= 2550.00 Quota= 13.77 R 5000.00 T1 25.02 T2 25.02 Sv 50.04 dP -1.0008% IR 2524.98 (13.77) FR 2575.02 (13.52) Prog= 2600.05 Quota= 13.27 R 3000.00 T1 16.20 T2 16.20 Sv 32.40 dP 1.0802% IR 2583.85 (13.43) FR 2616.26 (13.28) Prog= 2916.00 Quota= 13.52 R 15000.00 T1 38.38 T2 38.38 Sv 76.75 dP -0.5117% IR 2877.62 (13.49) FR 2954.38 (13.35) Prog= 3118.55 Quota= 12.64 R 15000.00 T1 20.75 T2 20.75 Sv 41.50 dP 0.2767% IR 3097.80 (12.73) FR 3139.30 (12.61) Q.RIF. 0.000 Altezze 1: 200 Lunghezze 1: 2000 ANAS - DIREZIONE CENTRALE PROGETTAZIONE Direzione Centrale Progettazione Anas SpA
Transcript of QUADRO DI UNIONE - assiviarilucca.it · V2 V3 C3 V4 V5 C4 V6 C5 R O T A T O R I A E S I S T E N TE...
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RO
TATOR
IA ESISTENTE
PIAZZOLA DI SOSTA
PIAZZOLA DI SOSTA
PIAZZOLA DI SOSTA
PIAZZOLA DI SOSTA
km 1+400
km 1+500
km 1+600
km 1+700
km 1+800
km 1+900
km 2+000
km 2+100
km 2+200
km 2+300
km 2+400
km 2+500
km 2+600
km 2+700
km 2+800
km 2+900
km 3+000
km 3+100
km 3+200
km 3+300
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km 3+500
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RO
TATOR
IA ESISTENTE
PIAZZOLA DI SOSTA
PIAZZOLA DI SOSTA
PIAZZOLA DI SOSTA
PIAZZOLA DI SOSTA
km 1+400
km 1+500
km 1+600
km 1+700
km 1+800
km 1+900
km 2+000
km 2+100
km 2+200
km 2+300
km 2+400
km 2+500
km 2+600
km 2+700
km 2+800
km 2+900
km 3+000
km 3+100
km 3+200
km 3+300
km 3+400
km 3+500
km 3+600
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1:2000
1:2000/200
LEGENDA
Profilo di progetto
Profilo del terreno
QUADRO DI UNIONE
LIVELLETTE
No. SEZIONI
DISTANZE PROGRESSIVE
DISTANZE PARZIALI
QUOTE TERRENO
QUOTE PROGETTO
ETTOMETRICHE
AND. PLAN.
SOPRAELEVAZIONI
35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66
1600
.00
1650
.00
1700
.00
1750
.00
1800
.00
1850
.00
1900
.00
1950
.00
2000
.00
2050
.00
2100
.00
2150
.00
2200
.00
2250
.00
2300
.00
2350
.00
2400
.00
2450
.00
2500
.00
2550
.00
2600
.00
2650
.00
2700
.00
2750
.00
2800
.00
2850
.00
2900
.00
2950
.00
3000
.00
3050
.00
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.00
3150
.00
50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00
13.7
5
13.8
0
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5
13.5
6
13.5
9
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2
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5
13.6
8
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0
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3
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13.7
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13.7
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13.7
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13.7
7
13.7
7
13.7
7
13.7
7
13.7
3
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4
13.3
1
13.3
5
13.3
9
13.4
3
13.4
7
13.4
9
13.3
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13.1
6
12.9
4
12.7
2
12.5
9
13.7
1
13.7
9
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5
13.5
6
13.5
9
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2
13.6
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13.6
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13.7
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1
13.3
1
13.3
1
13.3
5
13.3
9
13.4
3
13.4
7
13.4
9
13.3
7
13.1
6
12.9
4
12.7
2
12.5
9
16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
L=875.67 A=166.70L=55.58 R=500.00
L=152.07
A=166.70L=55.58
L=301.84 L=26.66
A=25.20
L=15.88
R=40.00L=12.24
A=2
5.20
L=15
.88
L=6.12 A=72.20
L=34.75 R=150.00L=26.38
A=72.20L=34.75L=466.95
-0.0
9-0
.09
-0.0
90.
09
-0.2
40.
24
-0.2
40.
24
-0.0
90.
09
-0.0
9-0
.09
-0.0
9-0
.09
-0.1
0-0
.10
0.11
-0.1
10.
33-0
.33
0.33
-0.3
40.
33-0
.33
0.11
-0.1
1-0
.07
-0.1
0-0
.10
-0.0
9
-0.0
9-0
.08
-0.1
00.
10
-0.2
80.
28
-0.2
80.
28
-0.2
80.
28
-0.2
80.
28
-0.1
00.
10
-0.0
9-0
.09
-0.0
9-0
.09
Destro
Sinistro
D=-0.53 L=48.91P=-1.08%
D=0.16 L=62.34P=0.26%
D=-0.29 L=34.45P=-0.85%
D=0.24 L=419.28P=0.06%
D=0.00 L=433.92P=0.00%
D=-0.50 L=50.06P=-1.00%
D=0.25 L=315.94P=0.08%
D=-0.88 L=202.55P=-0.43%
D=-0.52 L=336.13P=-0.16%
FR
1585
.73
(13.
82)
Prog= 1600.00
Quota= 13.66
R 2000.00
T1 13.45
T2 13.45
Sv 26.91
dP 1.3454%
IR15
86.5
5(1
3.81
)
FR
1613
.45
(13.
70)
Prog= 1662.34
Quota= 13.83
R 3000.00
T1 16.70
T2 16.70
Sv 33.40
dP -1.1133%
IR16
45.6
4(1
3.78
)
FR
1679
.04
(13.
68)
Prog= 1696.79
Quota= 13.53
R 3000.00
T1 13.60
T2 13.60
Sv 27.21
dP 0.9069%
IR16
83.1
9(1
3.65
)
FR
1710
.40
(13.
54)
Prog= 2116.08
Quota= 13.77
R 15000.00
T1 4.21
T2 4.21
Sv 8.41
dP -0.0561%
IR21
11.8
7(1
3.77
)
FR
2120
.28
(13.
77)
Prog= 2550.00
Quota= 13.77
R 5000.00
T1 25.02
T2 25.02
Sv 50.04
dP -1.0008%
IR25
24.9
8(1
3.77
)
FR
2575
.02
(13.
52)
Prog= 2600.05
Quota= 13.27
R 3000.00
T1 16.20
T2 16.20
Sv 32.40
dP 1.0802%
IR25
83.8
5(1
3.43
)
FR
2616
.26
(13.
28)
Prog= 2916.00
Quota= 13.52
R 15000.00
T1 38.38
T2 38.38
Sv 76.75
dP -0.5117%
IR28
77.6
2(1
3.49
)
FR
2954
.38
(13.
35)
Prog= 3118.55
Quota= 12.64
R 15000.00
T1 20.75
T2 20.75
Sv 41.50
dP 0.2767%
IR30
97.8
0(1
2.73
)
FR
3139
.30
(12.
61)
Q.RIF. 0.000
Alte
zze
1: 2
00
Lunghezze 1: 2000
ANAS - DIREZIONE CENTRALE PROGETTAZIONE
Direzione Centrale Progettazione
Anas SpA
