Ing. Enzo A. Morales Berrio Consultor
FACTOR TRAFICO EN PAVIMENTO FLEXIBLEPROYECTO : MEJORAMIENTO DE LA AVENIDA SAENZ PEA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES ) Pt= 2.5 Indice de serviciabilidad ( bondad de servicio) L2=1 Eje Simple SN= 5 Nmero estructutural, (calidad de la capa) L2=2 Eje Tandem Lx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje Tridem L2 = 1, 2, 3 Codigo de eje EALF = FACTOR DE EJE DE CARGA EQUIVALENTE : Es el nmero de cargas equivalentes que definen el dao por paso, sobre una superficie de rodadura debido al eje en cuestin, en relacin al paso de un eje de carga Stndar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones
B18=MEDIO DE TRANSPORTE VEHICULOS MENORES CATEGORIA " L"MOTOKAR / MOTO LINEAL
0.499L2
Para Lx=18 y L2=1Bx EALFi (POR EJE)
Gt= -0.201FACTOR CAMIN FC=SEALFi FC*IMDA
IMDA
PESO TOTAL (Tn)
PESO POR EJES (Tn) EJE % Lx
PESO TOTAL (Kips)
Lx POR EJES (Kips)
22869 22869 2548 663 1356 470 18 29 11 0 0 0 3.00 3.50 5.00 5.00 7.00 18.00 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Post. 02 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 38.9% 61.1% 1.50 1.50 1.75 1.75 2.50 2.50 2.50 2.50 3.50 3.50 7.00 11.00 7.00 16.00 14.00 16.00 7.00 11.00 7.00 6.608 7.709 11.013 11.013 15.419 39.648 3.304 3.304 3.855 3.855 5.507 5.507 5.507 5.507 7.709 7.709 15.419 24.229 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 0.401 0.401 0.401 0.401 0.403 0.403 0.403 0.403 0.408 0.408 0.462 0.647 0.0010221 0.0010221 0.0018174 0.0018174 0.0073516 0.0073516 0.0073516 0.0073516 0.0293085 0.0293085 0.5353527 3.1452289 0.002044 0.003635 0.014703 0.014703 0.058617 3.680582 1.3556900 4.9299159 6.9166299 0.2664297 1.7279327 40.4230391 0.30 Del. Post. 01 30.0% 70.0% 0.09 0.21 0.661 0.198 0.463 1 1 0.400 0.400 0.0000022 0.0000058 0.000008 0.1844213
VEHIC. MAYOR CATEGORIA " M"AUTOMOVILES STATION WAGON CAMIONETA PICK UP PANEL COMBI BUS (B2) BUS (B3-1) BUS (B4-1) BUS (BA-1)
VEHICULOS PESADOS CATEGORIA " N" C=CAMIONCAMION (C2) CAMION (C3) CAMION (C4)1-3 CAMION (C4)2-2
501 226 135 9 2 18.00 25.00 30.00 32.00 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 38.9% 61.1% 28.0% 72.0% 23.3% 76.7% 43.8% 56.3% 7.00 11.00 7.00 18.00 7.00 23.00 14.00 18.00 39.648 55.066 66.079 70.485 15.419 24.229 15.419 39.648 15.419 50.661 30.837 39.648 1 1 1 2 1 3 2 2 0.462 0.647 0.462 0.533 0.462 0.481 0.462 0.533 0.5353527 3.1452289 0.5353527 2.0109866 0.5353527 1.2839355 0.7364000 2.0109866 3.680582 2.546339 1.819288 2.747387 831.7516435 342.7077298 16.1761409 4.5886560
CATEGORIA " O"TS=TRACTO CAMIN + SEMIREMOLQUET2S1
0T2S2
4T2Se2
36.00
0T2S3
27T2Se3
43.00
2T3S1
47.00
0T3S2
1T3Se2
43.00
3
47.00
Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03
19.4% 30.6% 50.0%
16.3% 25.6% 58.1% 14.9% 23.4% 23.4% 38.3%
16.3% 41.9% 41.9% 14.9% 38.3% 23.4% 23.4%
7.00 11.00 11.00 7.00 11.00 18.00 7.00 11.00 11.00 11.00 7.00 11.00 25.00 7.00 11.00 11.00 18.00 7.00 18.00 11.00 7.00 18.00 18.00 7.00 18.00 11.00 11.00
79.295
15.419 24.229 39.648
94.714
103.524
15.419 24.229 55.066 15.419 24.229 24.229 39.648
94.714
103.524
15.419 39.648 39.648 15.419 39.648 24.229 24.229
1 1 1 1 1 2 1 1 1 1 1 1 3 1 1 1 2 1 2 1 1 2 2 1 2 1 1
0.462 0.647 0.533
0.5353527 3.1452289 2.0109866
5.691568
20.7266286
0.462 0.647 0.505 0.462 0.647 0.647 0.533
0.5353527 3.1452289 1.7912722 0.5353527 3.1452289 3.1452289 2.0109866
5.471854
147.3992374
8.836797
13.3428669
0.462 0.533 0.533 0.462 0.533 0.647 0.647
0.5353527 2.0109866 2.0109866 0.5353527 2.0109866 3.1452289 3.1452289
4.557326
2.8748058
8.836797
23.1935160
Ing. Enzo A. Morales Berrio Consultor
T3S3
81T3Se3
50.00
6CR=CAMIN + REMOLQUEC2R2
54.00
Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Del. Post. 01 Post. 02 Post. 03 Del. Post. 01 Post. 02 Post. 03 Post. 04 Post. 05
14.0% 36.0% 50.0% 13.0% 33.3% 20.4% 33.3%
7.00 18.00 25.00 7.00 18.00 11.00 18.00 7.00 11.00 11.00 11.00 7.00 11.00 11.00 18.00 7.00 18.00 11.00 11.00 7.00 18.00 11.00 18.00 7.00 18.00 18.00 18.00 7.00 23.00 11.00 11.00 7.00 23.00 11.00 18.00 14.00 18.00 11.00 11.00 14.00 18.00 11.00 11.00 14.00 18.00 18.00 18.00 7.00 11.00 11.00 7.00 11.00 18.00 7.00 18.00 11.00 7.00 18.00 18.00 7.00 23.00 11.00 7.00 23.00 18.00 14.00 18.00 11.00 14.00 18.00 18.00 7.00 18.00 18.00 18.00 7.00 18.00 11.00 11.00 11.00 11.00
110.132
118.943
15.419 39.648 55.066 15.419 39.648 24.229 39.648
1 2 3 1 2 1 2 1 1 1 1 1 1 1 2 1 2 1 1 1 2 1 2 1 2 2 2 1 3 1 1 1 3 1 2 2 2 1 1 2 2 1 2 2 2 2 2 1 1 1 1 1 2 1 2 1 1 2 2 1 3 1 1 3 2 2 2 1 2 2 2 1 2 2 2 1 2 1 1 1 1
0.462 0.533 0.505 0.462 0.533 0.647 0.533
0.5353527 2.0109866 1.7912722 0.5353527 2.0109866 3.1452289 2.0109866
4.337612
351.9857249
7.702555
45.7685944
0C2R3
0C3R2
2C3R3
47.00
3C3R4
54.00
1C4R2
61.00
14.9% 38.3% 23.4% 23.4% 13.0% 33.3% 20.4% 33.3% 11.5% 29.5% 29.5% 29.5%
103.524
118.943
134.361
15.419 39.648 24.229 24.229 15.419 39.648 24.229 39.648 15.419 39.648 39.648 39.648
0.462 0.533 0.647 0.647 0.462 0.533 0.647 0.533 0.462 0.533 0.533 0.533
0.5353527 2.0109866 3.1452289 3.1452289 0.5353527 2.0109866 3.1452289 2.0109866 0.5353527 2.0109866 2.0109866 2.0109866
8.836797
14.6250119
7.702555
23.8902608
6.568313
6.2150338
0C4R3
0C4R2
59.00
11.9% 39.0% 18.6% 30.5%
129.956
15.419 50.661 24.229 39.648
0.462 0.481 0.647 0.533
0.5353527 1.2839355 3.1452289 2.0109866
6.975504
2.2001080
0C4R3
0C4R4
0CRB=CAMIN + REMOLQUE BALANCEADOC2RB1
0C2RB2
0C3RB1
0C3RB2
2C4RB1
43.00
16.3% 41.9% 41.9%
94.714
15.419 39.648 39.648
0.462 0.533 0.533
0.5353527 2.0109866 2.0109866
4.557326
8.6244175
0C4RB2
0C4RB1
0C4RB2
0TS=TRACTO CAMIN + SEMIREMOLQUE DOBLET3S2S2
0T3Se2Se2
0
TS=TRACTO CAMIN + SEMIREMOLQUE TRIPLE
Ing. Enzo A. Morales Berrio Consultor
T3S2S1S2
0
T3Se2S1Se2
0
Del. Post. 01 Post. 02 Post. 03 Post. 04 Del. Post. 01 Post. 02 Post. 03 Post. 04 Post. 05 Post. 06
7.00 18.00 18.00 11.00 18.00 7.00 18.00 11.00 11.00 11.00 11.00 11.00
1 2 2 1 2 1 2 1 1 1 1 1S=
INDICE MEDIO DIARIO ANUAL r= Y= G= D= L=
25919 3.90% 20 0.5 1 Tasa de crecimiento Periodo de diseo Factor de de crecimiento Factor de Distribucin en Direccin Factor de Distribucin por Carril
1911.8744351
(G)(Y) =
29.471 FACTOR DEL TRAFICO VEHICULAR ACUMULADO
=
10,282,934.08
Ing. Enzo A. Morales Berrio Consultor
1000Lb =1Kips
2
2 2 2 2 2 2 2 2 3
2 2 2 2
3
3
4
3
4
3
3
4
Ing. Enzo A. Morales Berrio Consultor
3
4
4
4
4
4
4
61.00 4
52.00 4
59.00 4
54.00 4
54.00 4
68.00 3
3
3
3
3
3
3
3 50.00 4
61.00 6
Ing. Enzo A. Morales Berrio Consultor
5
72.00 7
80.00
Ing. Enzo A. Morales Berrio. Consultor
FACTOR TRAFICO EN PAVIMENTO RIGIDOPROYECTO : MEJORAMIENTO DE LA AVENIDA SAENZ PEA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES ) Pt= 2.5 Indice de serviciabilidad ( bondad de servicio) L2=1 Eje Simple D= 9 Espesor de la losa en Pulgadas L2=2 Eje Tandem Lx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje Tridem L2 = 1, 2, 3 Codigo de eje EALF = FACTOR DE EJE DE CARGA EQUIVALENTE : Es el nmero de cargas equivalentes que definen el dao por paso, sobre una superficie de rodadura debido al eje en cuestin, en relacin al paso de un eje de carga Stndar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones
B18=MEDIO DE TRANSPORTE VEHICULOS MENORES CATEGORIA " L"MOTOKAR / MOTO LINEAL
1.056L2
Para Lx=18 y L2=1Bx EALFi (POR EJE)
Gt= -0.201FACTOR CAMIN FC=SEALFi FC*IMDA
IMDA
PESO TOTAL (Tn)
PESO POR EJES (Tn) EJE % Lx
PESO TOTAL (Kips)
Lx POR EJES (Kips)
22869 22869 2548 663 1356 470 18 29 11 0 0 0 3.00 3.50 5.00 5.00 7.00 18.00 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Del. Post. 01 Post. 02 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 38.9% 61.1% 1.50 1.50 1.75
