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AFORO VEHICULAR DE LA AVENIDA BRASIL
NUMERO DE CARRILES : 2 RESPONSABLE : FMV.DIRECCIONES AFORADAS : AMBOS SENTIDOS METODO : MANUAL HORAS DE AFORO : 5 HORAS DIAS DE AFORO : 6
TIPO DE LUNES MARTES MIÉRCOLES JUEVES VIERNES SÁBADO DOMINGOVEHICULO 11/17/2008 11/18/2008 11/19/2008 11/20/2008 11/28/2008 11/29/2008 11/30/2008 TOTAL
AP 5 2 3 4 3 2 19AC 4 3 1 2 3 1 14MB 12 2 1 3 4 2 24B2 16 8 6 12 15 13 70
B3-1 1 0 0 1 0 1 3C2 3 0 2 1 1 0 7C3 3 1 0 2 0 1 7
T2S2 2 0 0 2 0 0 4T2S3 4 0 4 0 0 0 8
TOTAL 50 16 17 27 26 20 156% 32.05 10.26 10.90 17.31 16.67 12.82 0.00 100.00
ESAL de Diseño
Nº Veh./Año F.C. ESAL diseño
AP 5.00 2.5 912.5 0.000168 0.1533 15.46 2.37AC 4.00 2 730 0.001674 1.22202 15.46 18.89MB 12.00 6 2190 0.02641 57.8379 15.46 894.17B2 16.00 8 2920 3.58 10453.6 15.46 161,612.66
B3-1 1.00 0.5 182.5 1.81 330.325 15.46 5,106.82C2 3.00 1.5 547.5 3.57 1954.575 15.46 30,217.73C3 3.00 1.5 547.5 2.53 1385.175 15.46 21,414.81
T2S2 2.00 1 365 5.58 2036.7 15.46 31,487.38T2S3 4.00 2 730 5.35 3905.5 15.46 60,379.03
TOTAL 50.00 25.00 9125.00 22.45 20125.09 139.14 311,133.86
Para 10 añosTasa de crecimiento de 4%
Esal 1.24
PUNTO DE AFORO N° : 1 ESTACION : AV BRASIL.
Tipo de Vehiculo
Nº Veh./día (2 sent)
Nº Veh./día (1 sent)
ESAL en Carril de diseño
Factor de crecimiento.
x 10 6
CALCULO DEL TPDS
TPDS = 156 = 26 Veh.mixtos/dia6
TPDS = 26 Veh.mixtos/dia
CALCULO DE LA DESVIACION ESTANDAR MUESTRAL (S)
S =
n = 6
N = 365
S =
S = 17.15 Veh.mixtos/dia
S = 17.00
CALCULO DE LA DESVIACION ESTANDAR POBLACIONAL ESTIMADA
=
= 17 365 - 76 365 - 1
= 6.89 Veh.mixtos/dia
DETERMINACION DE INTERVALOS DE TRANSITO PROMEDIO ANUAL PARA EL 90 Y 95 %
TPDA = A = K*E 90% = 1.64K
95% = 1.96
E = = 7
PARA EL 90%
TPDA =
TPDA = 26 1.64 * 7
TPDA = 26 - 1.64 * 7 = 14.52 Veh.mixtos/dia
TPDA = 26 + 1.64 * 7 = 37.48 Veh.mixtos/dia
14.52 < TPDA < 37.48
PARA EL 95%
TPDA =
TPDA = 26 1.96 * 7
TPDA = 26 - 1.96 * 7 = 12.28
TPDA = 26 + 1.96 * 7 = 39.72
12.28 < TPDA < 39.72
√∑ ( Tdi - TPDS)n −1
2
√ (Tdi - 1580 )7−1
2
S
√n √N-nN-1
σ
σ√ √
σ
TPDS±A
σ
±
TPDS±K*E
TPDS±K*E
±
maximo % X Dia
12.18 5.008.97 4.00
15.38 12.0044.87 16.001.92 1.004.49 3.004.49 3.002.56 2.005.13 4.00
100.00
Veh.mixtos/dia
Veh.mixtos/dia
para 16TN 157 12.9721348 VH 157 1.28073034
VH 157 0.28966292 VH
Para KNKN lb.
MULt x 9.72
4.45 1,000 0.00002
8.9 2,000 0.00018
17.8 4,000 0.00209 0.0003
26.7 6,000 0.01043 0.001 0.0003
35.6 8,000 0.0343 0.003 0.001
44.5 10,000 0.0877 0.007 0.002
53.4 12,000 0.189 0.014 0.003
62.3 14,000 0.36 0.027 0.006
71.2 16,000 0.623 0.047 0.011
80 18,000 1 0.077 0.017
89 20,000 1.51 0.121 0.027
97.9 22,000 2.18 0.18 0.04
106.8 24,000 3.03 0.26 0.057
115.6 26,000 4.09 0.364 0.08
124.5 28,000 5.39 0.495 0.109
133.4 30,000 6.97 0.658 0.145
142.3 32,000 8.88 0.857 0.191
151.2 34,000 11.18 1.095 0.246
160.1 36,000 13.93 1.38 0.313
169 38,000 17.2 1.7 0.393
178 40,000 21.08 2.08 0.487
187 42,000 25.64 2.51 0.597
195.7 44,000 31 3 0.723
204.5 46,000 37.24 3.55 0.868
213.5 48,000 44.5 4.17 1.033
222.4 50,000 52.88 4.86 1.22
231.3 52,000 5.63 1.43
240.2 54,000 6.47 1.66
249 56,000 7.41 1.91
258 58,000 8.45 2.2
267 60,000 9.59 2.51
275.8 62,000 10.84 2.85
284.5 64,000 12.22 3.22
293.5 66,000 13.73 3.62
302.5 68,000 15.38 4.05
311.5 70,000 17.19 4.52
320 72,000 19.16 5.03
329 74,000 21.32 5.57
338 76,000 23.66 6.15
347 78,000 26.22 6.78
356 80,000 29 7.45
364.7 82,000 32 8.2
373.6 84,000 35.3 8.9
382.5 86,000 38.8 9.8
391.4 88,000 42.6 10.6
400.3 90,000 46.8 11.6
Ejes Simples
Ejes Tandem
Ejes Tridem
KN KN KN
4.45 0.00002 4.45 4.45
8.9 0.00018 8.9 8.9
17.8 0.00209 17.8 0.0003 17.8
26.7 0.01043 26.7 0.001 26.7 0.0003
35.6 0.0343 35.6 0.003 35.6 0.001
44.5 0.0877 44.5 0.007 44.5 0.002
53.4 0.189 53.4 0.014 53.4 0.003
62.3 0.36 62.3 0.027 62.3 0.006
71.2 0.623 71.2 0.047 71.2 0.011
80 1 80 0.077 80 0.017
89 1.51 89 0.121 89 0.027
97.9 2.18 97.9 0.18 97.9 0.04
106.8 3.03 106.8 0.26 106.8 0.057
115.6 4.09 115.6 0.364 115.6 0.08
124.5 5.39 124.5 0.495 124.5 0.109
133.4 6.97 133.4 0.658 133.4 0.145
142.3 8.88 142.3 0.857 142.3 0.191
151.2 11.18 151.2 1.095 151.2 0.246
160.1 13.93 160.1 1.38 160.1 0.313
169 17.2 169 1.7 169 0.393
178 21.08 178 2.08 178 0.487
187 25.64 187 2.51 187 0.597
195.7 31 195.7 3 195.7 0.723
204.5 37.24 204.5 3.55 204.5 0.868
213.5 44.5 213.5 4.17 213.5 1.033
222.4 52.88 222.4 4.86 222.4 1.22
231.3 231.3 5.63 231.3 1.43
240.2 240.2 6.47 240.2 1.66
249 249 7.41 249 1.91
258 258 8.45 258 2.2
267 267 9.59 267 2.51
275.8 275.8 10.84 275.8 2.85
284.5 284.5 12.22 284.5 3.22
293.5 293.5 13.73 293.5 3.62
302.5 302.5 15.38 302.5 4.05
311.5 311.5 17.19 311.5 4.52
320 320 19.16 320 5.03
329 329 21.32 329 5.57
338 338 23.66 338 6.15
347 347 26.22 347 6.78
356 356 29 356 7.45
364.7 364.7 32 364.7 8.2
373.6 373.6 35.3 373.6 8.9
382.5 382.5 38.8 382.5 9.8
391.4 391.4 42.6 391.4 10.6
400.3 400.3 46.8 400.3 11.6
Ejes Simples
Ejes Tandem
Ejes Tridem
TABLAS DE DIMENSIONES Y CARGAS
Eje(s) N eum ático
Gráfico Alternativa 1 Alternativa 2 Alternativa 3 Kilos
Simple 2 7,000
Simple 4 11,000
Doble 6 16,000
Doble 8 18,000
Triple 10 23,000
Triple 12 25,000
D .S .N º034-20 01-M TC : “R eglam ento N ac ion a l de V ehícu los”
Eje(s) N eum ático
Gráfico Alternativa 1 Alternativa 2 Alternativa 3 Kilos
Simple 2 7,000
Simple 4 11,000
Doble 6 16,000
Doble 8 18,000
Triple 10 23,000
Triple 12 25,000
D .S .N º034-20 01-M TC : “R eglam ento N ac ion a l de V ehícu los”