calculo de aforo vehicular
-
Upload
monica-giovana -
Category
Technology
-
view
213 -
download
15
description
Transcript of calculo de aforo vehicular
![Page 1: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/1.jpg)
DOMINGO
B2 B3 C2 C3
0:00:00 1:00:00
1:00:00 2:00:00
2:00:00 3:00:00
3:00:00 4:00:00
4:00:00 5:00:00 1 1 2
5:00:00 6:00:00 1
6:00:00 7:00:00 1 1 1 1
7:00:00 8:00:00 1 2 2 2 1
8:00:00 9:00:00 2 2 2 2 1
9:00:00 10:00:00 2 1 4 1
10:00:00 11:00:00 1 1 2 2 1
11:00:00 12:00:00 2 2 2 1
12:00:00 13:00:00 1 1 1 2 1
13:00:00 14:00:00 2 1 2 1 1 1
14:00:00 15:00:00 1 1 1 1 1
15:00:00 16:00:00 3 2 1
16:00:00 17:00:00 2 1 1 2 1
17:00:00 18:00:00 2 3
18:00:00 19:00:00 1 1
19:00:00 20:00:00
20:00:00 21:00:00
21:00:00 22:00:00
22:00:00 23:00:00
23:00:00 0:00:00
TOTAL E 18 10 21 23 3 2 5 5
LUNES
B2 B3 C2 C3
0:00:00 1:00:00
1:00:00 2:00:00
2:00:00 3:00:00 1
3:00:00 4:00:00 1
4:00:00 5:00:00 1 1 1
5:00:00 6:00:00 2 3
6:00:00 7:00:00 1 2 5 1 1 1
7:00:00 8:00:00 5 1 4 1
8:00:00 9:00:00 3 1 3
9:00:00 10:00:00 1 3 1 2
HORA AUTO
CAMIONE
TA PICK
UP
BUS CAMION
DIAGRAMA VEHICULAR
HORA AUTO
CAMIONE
TA PICK
UP
MICROBUS
O COMBI
RURAL
BUSETA -
MICRO
BUS CAMION
MICROBUS
O COMBI
RURAL
BUSETA -
MICRO
![Page 2: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/2.jpg)
10:00:00 11:00:00 2 2 1 1 2
11:00:00 12:00:00 3 1 2 2 2
12:00:00 13:00:00 4 7 1 1
13:00:00 14:00:00 1 1 1 1
14:00:00 15:00:00 2 1 4 2
15:00:00 16:00:00 2 1 3 2 1 2
16:00:00 17:00:00 1 4 1 1
17:00:00 18:00:00 4 1 6 1
18:00:00 19:00:00 3 2 4 1 1
19:00:00 20:00:00 2 2 1 1
20:00:00 21:00:00 1 1
21:00:00 22:00:00
22:00:00 23:00:00 1 1 1
23:00:00 0:00:00
TOTAL E 37 14 54 9 5 3 10 10
MARTES
B2 B3 C2 C3
0:00:00 1:00:00
1:00:00 2:00:00
2:00:00 3:00:00
3:00:00 4:00:00 1
4:00:00 5:00:00 2 2 1 1
5:00:00 6:00:00 1
6:00:00 7:00:00 1 1 1 2
7:00:00 8:00:00 2 1 1
8:00:00 9:00:00 2 2
9:00:00 10:00:00 3 1 1 1
10:00:00 11:00:00 1 2 1 1 1 1
11:00:00 12:00:00 1
12:00:00 13:00:00 2 1 3 1 2
13:00:00 14:00:00 1 1 2
14:00:00 15:00:00 3 1 2 1
15:00:00 16:00:00 1 1 2
16:00:00 17:00:00 1 1 1 1
17:00:00 18:00:00 2 1 3 1
18:00:00 19:00:00 1 3
19:00:00 20:00:00 1 1 1 2
20:00:00 21:00:00 2 2
21:00:00 22:00:00 1 2
22:00:00 23:00:00
23:00:00 0:00:00 1 1
TOTAL E 13 12 20 5 8 7 14 9
DIAGRAMA VEHICULAR
HORA AUTO
CAMIONE
TA PICK
UP
MICROBUS
O COMBI
RURAL
CAMIONBUSETA -
MICRO
BUS
![Page 3: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/3.jpg)
MIERCOLES
AUTOCAMIONETA
PICK UP
MICROBUS O
COMBI
RURAL
BUSETA -
MICROB2 B3 C2 C3
0:00:00 1:00:00
1:00:00 2:00:00
2:00:00 3:00:00 2 1 1
3:00:00 4:00:00 2
4:00:00 5:00:00 2 3 2 1
5:00:00 6:00:00 1 4 1 2
6:00:00 7:00:00 1 1 3 1 2 1 1 1
7:00:00 8:00:00 1 2 6 3 3 2 2 2
8:00:00 9:00:00 1 1 5 2 2 2 1 2
9:00:00 10:00:00 3 1 2 3 1
10:00:00 11:00:00 2 2 7 2 1 1
11:00:00 12:00:00 3 8 3 2 1
12:00:00 13:00:00 3 1 4 1 3 2
13:00:00 14:00:00 2 8 1 1 1
14:00:00 15:00:00 2 5 1 2 1
15:00:00 16:00:00 1 5 2 1 1 1
16:00:00 17:00:00 3 1 4 1 1
17:00:00 18:00:00 2 3 3 1 1 2 1
18:00:00 19:00:00 1 3 2 2 2 2
19:00:00 20:00:00 2 1 2 1 1 1
20:00:00 21:00:00 2 1
21:00:00 22:00:00 1
22:00:00 23:00:00 3 2 1 1
23:00:00 0:00:00
TOTAL E 19 28 73 24 26 14 19 12
JUEVES
B2 B3 C2 C3
0:00:00 1:00:00
1:00:00 2:00:00
2:00:00 3:00:00
3:00:00 4:00:00
4:00:00 5:00:00 1
5:00:00 6:00:00 1 1 1
6:00:00 7:00:00 2 1
7:00:00 8:00:00 1 2 2 1 1
8:00:00 9:00:00 1 3 2 2
CAMION
DIAGRAMA VEHICULAR
HORA AUTO
CAMIONE
TA PICK
UP
MICROBUS
O COMBI
RURAL
BUSETA -
MICRO
HORA
BUS
BUS CAMION
DIAGRAMA VEHICULAR
![Page 4: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/4.jpg)
9:00:00 10:00:00 2 2 2 1 1 1
10:00:00 11:00:00 2 1 3 1
11:00:00 12:00:00 1 1 5 1
12:00:00 13:00:00 3 2 4 1 1 2 1
13:00:00 14:00:00 1 2 3 2 2
14:00:00 15:00:00 1 2 2 1 1
15:00:00 16:00:00 1 1 4 1 1
16:00:00 17:00:00 2 1
17:00:00 18:00:00 1 1 4 1 1 2
18:00:00 19:00:00 2 1
19:00:00 20:00:00 1 1 1 1 1
20:00:00 21:00:00 3 1 1 1
21:00:00 22:00:00 1 2 1
22:00:00 23:00:00 2 1 1
23:00:00 0:00:00 1
TOTAL E 23 19 43 8 7 6 6 9
VIERNES
B2 B3 C2 C3
0:00:00 1:00:00
1:00:00 2:00:00
2:00:00 3:00:00
3:00:00 4:00:00
4:00:00 5:00:00
5:00:00 6:00:00
6:00:00 7:00:00
7:00:00 8:00:00
8:00:00 9:00:00 82 66 80 85 15 35 26 1
9:00:00 10:00:00 72 72 190 80 25 2 6 14
10:00:00 11:00:00 65 89 231 76 34 1 35 13
11:00:00 12:00:00 103 64 74 22 6 38 9
12:00:00 13:00:00 130 62 40 66 14 4 34 3
13:00:00 14:00:00 80 72 64 14 4 46 6
14:00:00 15:00:00 79 68 35 28 18 25 12 6
15:00:00 16:00:00 81 96 159 48 24 5 29 6
16:00:00 17:00:00 79 98 130 85 35 42 39 5
17:00:00 18:00:00
18:00:00 19:00:00
19:00:00 20:00:00
20:00:00 21:00:00
21:00:00 22:00:00
22:00:00 23:00:00
23:00:00 0:00:00
TOTAL E 771 687 1003 504 175 198 196 48
HORA AUTO
CAMIONE
TA PICK
UP
MICROBUS
O COMBI
RURAL
BUSETA -
MICRO
BUS CAMION
DIAGRAMA VEHICULAR
![Page 5: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/5.jpg)
SABADO
B2 B3 C2 C3
0:00:00 1:00:00
1:00:00 2:00:00
2:00:00 3:00:00
3:00:00 4:00:00
4:00:00 5:00:00
5:00:00 6:00:00 1
6:00:00 7:00:00 1 2 1 1
7:00:00 8:00:00 1 1
8:00:00 9:00:00 1 1 1 1 1
9:00:00 10:00:00 2 3 1 1 1
10:00:00 11:00:00 1 1 2 1 1 1
11:00:00 12:00:00 2 4 1 1
12:00:00 13:00:00 1 2 1 2 2 1
13:00:00 14:00:00 2 2 4
14:00:00 15:00:00 3 2 1
15:00:00 16:00:00 2 1
16:00:00 17:00:00 2 1 1
17:00:00 18:00:00 1
18:00:00 19:00:00 1 1 2
19:00:00 20:00:00 1 1
20:00:00 21:00:00
21:00:00 22:00:00
22:00:00 23:00:00
23:00:00 0:00:00
TOTAL E 16 8 28 6 5 2 4 4
CAMION
DIAGRAMA VEHICULAR
HORA AUTO
CAMIONE
TA PICK
UP
MICROBUS
O COMBI
RURAL
BUSETA -
MICRO
BUS
![Page 6: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/6.jpg)
TOTAL
C4 T2-S1 T2-S2 T2-S3 T3-S1 T3-S2 T3-S3 S2-R2 S2-R3 S3-R2 S3-R3
0
0
0
0
4
1
4
1 9
1 10
1 9
1 8
1 8
1 1 8
1 9
1 1 1 1 9
1 7
1 1 1 10
1 1 7
1 1 1 5
1 1
1 1
0
0
1 1
5 7 3 1 1 2 2 1 0 1 1 111
TOTAL
C4 T2-S1 T2-S2 T2-S3 T3-S1 T3-S2 T3-S3 S2-R2 S2-R3 S3-R2 S3-R3
0
0
1 1 3
1 1 1 4
1 4
1 1 7
1 2 1 15
1 12
1 1 1 1 1 1 1 14
1 8
CAMION
TRAYLERCAMION SEMI TRAILER
SEMI TRAILER TRAYLER
![Page 7: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/7.jpg)
2 1 11
1 1 1 13
1 1 15
1 5
1 10
1 1 1 1 15
2 1 1 1 12
1 1 14
1 1 2 1 16
1 1 8
1 1 4
0
1 1 1 6
0
5 3 6 7 10 7 3 4 4 3 2 196
TOTAL
C4 T2-S1 T2-S2 T2-S3 T3-S1 T3-S2 T3-S3 S2-R2 S2-R3 S3-R2 S3-R3
0
0
0
1 2
1 7
1 1 3
1 1 1 1 9
1 1 1 1 1 9
1 1 6
1 1 1 1 1 11
1 1 1 1 11
1 2 1 5
1 1 1 1 1 14
1 1 1 7
1 1 1 10
1 5
1 1 1 1 8
1 1 1 1 11
4
1 1 7
1 5
1 4
1 1 2
2
4 8 7 5 3 6 6 4 4 3 4 142
TRAYLERCAMION SEMI TRAILER
![Page 8: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/8.jpg)
TOTAL
C4 T2-S1 T2-S2 T2-S3 T3-S1 T3-S2 T3-S3 S2-R2 S2-R3 S3-R2 S3-R3
0
0
4
2
1 9
8
1 1 1 1 1 16
1 22
1 1 1 1 20
1 1 12
1 1 17
17
1 15
1 1 1 1 17
1 1 1 14
1 1 13
1 1 1 1 1 15
1 14
1 1 1 1 16
1 1 10
1 1 1 1 1 8
1 2
7
1 1
10 6 5 5 4 3 4 2 3 1 1 259
TOTAL
C4 T2-S1 T2-S2 T2-S3 T3-S1 T3-S2 T3-S3 S2-R2 S2-R3 S3-R2 S3-R3
0
0
0
0
1
3
1 4
7
8
CAMION SEMI TRAILER TRAYLER
CAMION SEMI TRAILER TRAYLER
![Page 9: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/9.jpg)
1 10
1 1 9
1 1 1 1 12
1 1 1 1 18
1 1 1 1 14
1 1 1 1 1 1 13
1 1 1 11
1 1 1 1 7
1 1 12
1 1 1 1 7
1 6
1 7
4
1 5
1
7 7 5 5 3 3 2 1 2 2 1 159
TOTAL
C4 T2-S1 T2-S2 T2-S3 T3-S1 T3-S2 T3-S3 S2-R2 S2-R3 S3-R2 S3-R3
0
0
0
0
0
0
0
0
1 2 1 8 402
461
1 1 2 9 1 558
1 3 11 331
1 1 9 364
1 3 290
1 4 276
2 9 459
1 4 2 8 528
0
0
0
0
0
0
0
0 3 1 10 0 11 61 0 0 0 1 3669
CAMION SEMI TRAILER TRAYLER
![Page 10: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/10.jpg)
TOTAL
C4 T2-S1 T2-S2 T2-S3 T3-S1 T3-S2 T3-S3 S2-R2 S2-R3 S3-R2 S3-R3
0
0
0
0
0
1
5
2
1 6
1 9
7
1 1 10
9
1 9
1 1 1 9
1 1 5
1 1 1 7
1 2
1 5
1 1 4
1 1
0
1 1
0
5 2 1 0 2 2 1 1 3 1 1 92
CAMION SEMI TRAILER TRAYLER
![Page 11: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/11.jpg)
SOLUCION
CUADRO DE RESUMEN DEL AFORO VEHICULAR
VEHICULO LUNES MARTES MIERCOLES JUEVES VIERNES SABADO DOMINGO TOTAL %
Auto 37 13 19 23 15 16 18 141 13.04%
Pick Up 14 12 28 19 16 8 10 107 9.90%
Micro bus 54 20 73 43 29 28 21 268 24.79%
buseta-Mb 9 5 24 8 6 6 23 81 7.49%
B2 5 8 26 7 13 5 3 67 6.20%
B3 3 7 14 6 8 2 2 42 3.89%
C2 10 14 19 6 8 4 5 66 6.11%
C3 10 9 12 9 7 4 5 56 5.18%
C4 5 4 10 7 6 5 5 42 3.89%
T2-S1 3 8 6 7 2 2 7 35 3.24%
T2-S2 6 7 5 5 1 1 3 28 2.59%
T2-S3 7 5 5 5 1 0 1 24 2.22%
T3-S1 10 3 4 3 2 2 1 25 2.31%
T3-S2 7 6 3 3 3 2 2 26 2.41%
T3-S3 3 6 4 2 2 1 2 20 1.85%
C2-R2 4 4 2 1 1 1 1 14 1.30%
C2-R3 4 4 3 2 1 3 0 17 1.57%
C3-R2 3 3 1 2 0 1 1 11 1.02%
C3-R3 2 4 1 1 1 1 1 11 1.02%
TOTAL 196 142 259 159 122 92 111 1081 100.00%
1.- CALCULO DE VOLUMEN DE TRANSITO SEMANAL TS)
TS = 1081 Vehic mixto/Sem.
2.- CALCULO DEL TRANSITO PROMEDIO DIARIO SEMANAL (TPDS)
TPDS = TS/7
TPDS = 154.429 Vehic mixto/Sem.
3.- DETERMINAR EL DIA DE LA MAXIMA DEMANDA
Rpta. Dia miercoles 259 vehiculos mixtos
4.- DETERMINAR LA HORA DE DEMANDA MAXIMA POR CADA DIA
DIA MAYOR CANTIDAD DE VEHICULOS 0-1 Hrs 1-2Hrs 2-3Hrs 3-4Hrs 4-5Hrs 5-6Hrs 6-7Hrs 7-8Hrs
lunes 15 15
martes 14
miércoles 22 22
![Page 12: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/12.jpg)
jueves 17
viernes 14
sábado 10
domingo 10 10
5.- GRAFICAR EL VOLUMEN DIARIO, TIPO DE VEHÍCULOS POR DIA Y RESUMEN SEMANAL
5.1.- GREAFICO DEL VOLUMEN DIARIO
5.2.- GREAFICO DE TIPO DE VEHICULO POR DIA
0
5
10
15
20
25
1:0
0:0
0
2:0
0:0
0
3:0
0:0
0
4:0
0:0
0
5:0
0:0
0
6:0
0:0
0
7:0
0:0
0
8:0
0:0
0
9:0
0:0
0
10
:00
:00
11
:00
:00
12
:00
:00
13
:00
:00
14
:00
:00
15
:00
:00
0:00:001:00:002:00:003:00:004:00:005:00:006:00:007:00:008:00:009:00:0010:00:0011:00:0012:00:0013:00:0014:00:0015:00:00
Grafico miercoles Cantidad Vs Horario
01020304050607080
Título del gráfico
![Page 13: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/13.jpg)
5.3.- GRAFICO DE VOLUMEN DE RESUMEN SEMANAL
6.- CALCULO DE FACTOR DE CRECIMIENTO ANUAL (FCA)
Factor Fca = ((1+r)^n-1|)/r
r = 0.02
n = 20
Fca = 24.2974
7.- CALCULO DEL INDICE MEDI DIARIO ANUAL (IMDA)
7.1.- CALCULO DE DESVIACION ESTÁNDAR MUESTRAL (S)
S = 57.2621
7.2.- CALCULO DESVIACION ESTÁNDAR POBLACIONAL (Ƃ')
Creciento normal
Trafico inducido
alto crecimiento
0% a !%
1% a 3%
4% a 5%
> a 5%
CASO Tasa de crecimiento
TASA DE CRECIMIENTO ANUAL
vias completamente saturadas
0.00%
5.00%
10.00%
15.00%
20.00%
25.00%
VOLUMEN SEMANAL Cantidad Vs Tipo de Vehiculo
![Page 14: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/14.jpg)
N = 365
n = 7
Ƃ' = 21.4639
IMDA = TDPS ±KƂ'
K= 95% = 1.96
IMDA = 112.359 minimo
IMDA = 196.498 maximo
Tomamos el mayor
8.- CALCULAR EL NUMERO DE REPETICIONES DE EJES EQUIVALENTES (EE)
Carriles = 6
Sentidos = 2
90mm
Vehiculo IMD Fee FP N
Auto 141 2Sent. 0.5 6carril 0.5 0.0008 1.53 365
Pick Up 107 2Sent. 0.5 6carril 0.5 0.0122 1.53 365
Micro bus 268 2Sent. 0.5 6carril 0.5 0.012 1.53 365
buseta-Mb 81 2Sent. 0.5 6carril 0.5 1 1.53 365
B2 67 2Sent. 0.5 6carril 0.5 4.5 1.53 365
B3 42 2Sent. 0.5 6carril 0.5 4.65 1.53 365
C2 66 2Sent. 0.5 6carril 0.5 4.504 1.53 365
C3 56 2Sent. 0.5 6carril 0.5 3.286 1.53 365
C4 42 2Sent. 0.5 6carril 0.5 2.527 1.53 365
T2-S1 35 2Sent. 0.5 6carril 0.5 7.742 1.53 365
T2-S2 28 2Sent. 0.5 6carril 0.5 6.523 1.53 365
T2-S3 24 2Sent. 0.5 6carril 0.5 5.914 1.53 365
T3-S1 25 2Sent. 0.5 6carril 0.5 6.518 1.53 365
T3-S2 26 2Sent. 0.5 6carril 0.5 5.304 1.53 365
FS FC
Numero de Repeticiones de Ejes Equivalentes (ESAL)
4 carril o mas 0.5
0.502 Sentido
Espeso de capa =
1 carril 1
3 carril
2 carril 0.8
0.6
N° CARRIL FACTOR CARRIL
FACTOR DE CARRIL (FC)
CIRCULACION
01 Sentido
FACTOR
1
FACTOR SENTIDO DE LA VIA (FS)
![Page 15: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/15.jpg)
T3-S3 20 2Sent. 0.5 6carril 0.5 4.301 1.53 365
C2-R2 14 2Sent. 0.5 6carril 0.5 10.98 1.53 365
C2-R3 17 2Sent. 0.5 6carril 0.5 9.762 1.53 365
C3-R2 11 2Sent. 0.5 6carril 0.5 9.762 1.53 365
C3-R3 11 2Sent. 0.5 6carril 0.5 5.238 1.53 365
TOTAL
![Page 16: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/16.jpg)
8-9Hrs 9-10Hrs 10-11Hrs 11-12Hrs 12-13Hrs 13-14Hrs 14-15Hrs 15-16Hrs 16-17Hrs 17-18Hrs
15 15 15 15
14
![Page 17: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/17.jpg)
17
14
10
10
15
:00
:00
16
:00
:00
17
:00
:00
18
:00
:00
19
:00
:00
20
:00
:00
21
:00
:00
22
:00
:00
23
:00
:00
0:0
0:0
0
14:00:0015:00:0016:00:0017:00:0018:00:0019:00:0020:00:0021:00:0022:00:0023:00:00
![Page 18: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/18.jpg)
![Page 19: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/19.jpg)
FCA N°RepEE
24.297 382.642
24.297 4428.2
24.297 10909.4
24.297 274770
24.297 1022753
24.297 662500
24.297 1008384
24.297 624222
24.297 360030
24.297 919189
24.297 619568
24.297 481478
24.297 552762
24.297 467800
Numero de Repeticiones de Ejes Equivalentes (ESAL)
![Page 20: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/20.jpg)
24.297 291798
24.297 521452
24.297 562952
24.297 364263
24.297 195453
8945093TOTAL
![Page 21: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/21.jpg)
18_19Hrs 19-20Hrs 20-21Hrs 21-22Hrs
![Page 22: calculo de aforo vehicular](https://reader034.fdocuments.us/reader034/viewer/2022052122/546e5cffb4af9fd7268b45ff/html5/thumbnails/22.jpg)