ANALISI DEI SENSI DI MARCIA
strada a doppio senso di circolazione
LEGENDA
strada a senso unico
incrocio analizzato
Viabilità esistente all’incrocio con il viadotto SCALA 1:500
Mira-o-Douro.
Progetto di rigenerazione urbana del quartiere Fontainhas della città di Porto.
VIABILITÀ
Università di Pisa
DESTEC, C.d.L.M. Ingegneria Edile-Architettura A.A. 2016/2017
Allieva : Elisa Betti
Relatori:
Prof. Arch. Luca Lanini Prof. Ing. Pietro Leandri Arch. Nuno Graça Moura
5
69.67
69.65 75.72
87.81 94.88
77.71
77.20 77.17
77.52 78.37
76.28
75.06
73.56 72.56
75.92
74.69
77.61 78.53
75.93
77.28
75.85
75.19 75.69
76.54 77.11
77.07 77.94
79.48
78.08
75.80
73.43
71.32
70.63 72.91
71.19 74.56
75.82
75.61 75.25
71.08 71.18
71.52 71.87
72.34
73.59 74.58
75.22
70.70 74.98
65.37 66.17
67.33 71.03 76.10
78.23
79.15
79.78 84.02
83.29
81.03 83.20
82.86 84.58
79.20
85.11
80.35
80.88
79.94 79.49
78.30 79.72 79.41
78.15
77.88
81.93
81.02
76.76
77.50
82.05
79.48
70.69 71.19
73.15
71.16 75.28
75.43
75.47 75.38
71.49 72.12 74.02 72.67
71.24
68.77
66.59
70.61 76.03
76.21
71.25 71.52 80.54
75.61 75.89
76.70
72.88 78.32
77.56
77.11 77.13 77.18 83.97
82.00
76.96
73.07 91.37
91.04
91.03
91.12
90.75
89.86
79.61 79.52
80.00 86.01
85.97 86.32
76.19 76.19
82.57 88.00
91.94
86.89 80.51
81.59 87.92
82.22 87.45
91.69
75.55 75.55
71.89
69.69 74.75
89.27 89.26
89.26
94.20 95.81
96.37 95.19
91.91 92.13
86.85 99.42
95.34
91.01
88.17
89.97 85.77
89.46 91.38
90.22 92.54
88.77 87.07
87.94 89.68
89.60 91.33
91.12
91.12
93.74
91.37
91.04 91.03
91.12
90.75
89.86
79.61 79.52
80.00 86.01
85.97 86.32
76.19 76.19
82.57 88.00
91.94
86.89 80.51
81.59 87.92
82.22 87.45
91.69
75.55 75.55
71.89
69.69 74.75
89.27 89.26
89.26
94.20 95.81
96.37 95.19
91.91 92.13
86.85 99.42
95.34
91.01
88.17
89.97 85.77
89.46 91.38
90.22 92.54
88.77 87.07
87.94 89.68
89.60 91.33
91.12
91.12
93.74
N
fuori scala
N
