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”