10
TRAMO DE LA CARRETERA SENTIDO UBICACIÓN VEHICULOS MENORES PICK UP PANEL B2 B3-1 B4-1 BA-1 C2 C3 (C4)1-3 (C4)2-2 T2S1 T2S2 T2Se3 T2S3 T2Se3 T3S1 T3S2 T3Se2 T3S3 T3Se3 C2R2 C2R3 C3R2 C3R3 C3R4 C4R2 C4R3 C4R28x4 C4R38x4 C4R48x4 HORA INTERVALOS 00:00 - 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 - 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 - 03:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 - 04:00 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 04:00 - 05:00 1 4 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 05:00 - 06:00 11 44 36 14 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110 06:00 - 07:00 8 44 38 13 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 07:00 - 08:00 10 43 39 15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112 08:00 - 09:00 6 38 36 15 0 4 2 0 0 0 5 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 108 09:00 - 10:00 13 47 41 12 0 6 2 0 0 0 5 4 0 0 2 1 0 0 0 6 0 0 9 0 0 0 1 0 0 0 0 0 0 0 149 10:00 - 11:00 3 12 10 3 0 2 0 0 0 0 5 2 0 0 3 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 43 11:00 - 12:00 3 15 36 9 0 4 0 0 0 0 5 1 0 0 0 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 0 0 77 12:00 -13:00 3 36 28 11 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 87 13:00 - 14:00 4 12 11 4 0 4 0 0 0 0 2 2 0 0 1 0 0 0 0 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 46 14:00 - 15:00 8 45 41 13 0 4 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114 15:00 - 16:00 8 43 36 12 1 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106 16:00 - 17:00 1 41 38 15 2 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103 17:00 - 18:00 3 47 41 12 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111 18:00 - 19:00 6 38 36 14 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 19:00 - 20:00 5 39 37 13 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103 20:00 - 21:00 2 3 3 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 21:00 - 22:00 3 0 0 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 22:00 - 23:00 2 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 23:00 - 24:00 0 4 2 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 TOTALES 100 561 520 189 15 65 4 0 0 0 24 10 0 0 9 7 0 0 0 12 0 0 18 0 0 0 3 0 0 0 0 0 0 0 1537 TRAMO DE LA CARRETERA SENTIDO UBICACIÓN VEHICULOS MENORES PICK UP PANEL B2 B3-1 B4-1 BA-1 C2 C3 (C4)1-3 (C4)2-2 T2S1 T2S2 T2Se3 T2S3 T2Se3 T3S1 T3S2 T3Se2 T3S3 T3Se3 C2R2 C2R3 C3R2 C3R3 C3R4 C4R2 C4R3 C4R28x4 C4R38x4 C4R48x4 HORA INTERVALOS 00:00 - 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 - 02:00 0 1 3 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 02:00 - 03:00 1 0 2 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 03:00 - 04:00 3 3 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 04:00 - 05:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 - 06:00 7 40 29 15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95 06:00 - 07:00 7 35 30 15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91 07:00 - 08:00 7 35 32 12 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91 08:00 - 09:00 2 35 28 13 0 4 1 0 0 0 5 5 0 0 0 0 0 1 0 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 100 09:00 - 10:00 9 40 36 12 0 4 1 0 0 0 3 4 0 0 0 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 0 0 116 10:00 - 11:00 0 7 8 3 0 3 0 0 0 0 5 1 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 29 11:00 - 12:00 2 27 13 5 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 12:00 -13:00 2 7 19 7 0 4 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 13:00 - 14:00 1 12 13 11 0 3 0 0 0 0 3 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 0 0 47 14:00 - 15:00 9 36 30 13 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 92 15:00 - 16:00 8 38 34 15 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 16:00 - 17:00 9 38 32 12 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 17:00 - 18:00 9 37 31 15 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 18:00 - 19:00 9 35 28 13 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 94 19:00 - 20:00 7 39 31 13 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 99 20:00 - 21:00 0 2 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 21:00 - 22:00 0 2 3 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 22:00 - 23:00 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 23:00 - 24:00 2 1 3 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 TOTALES 97 471 410 187 15 66 2 0 0 0 18 11 0 0 2 0 0 1 0 8 0 0 8 0 0 0 3 0 0 0 0 0 0 0 1299 CUADRO N° 01 ESTUDIO DE CLASIFICACION VEHICULAR AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000 ESTACION OVALO TARAPACA SUR - NORTE DIA LUNES, 13 DE JULIO DEL 2015 DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNA FECHA LUNES, 20 DE JULIO DEL 2015 VEHICULOS MAYORES VEHICULOS PESADOS MOTOS AUTO STATION WAGON CAMIONETAS LUNES, 13 DE JULIO DEL 2015 COMBI BUS CAMION SEMI TRAYLER TRAYLER TOTAL TOTAL COMBI DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNA FECHA LUNES, 20 DE JULIO DEL 2015 AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000 ESTACION OVALO TARAPACA NORTE - SUR DIA CAMIONETAS STATION WAGON AUTO MOTOS VEHICULOS PESADOS VEHICULOS MAYORES BUS CAMION SEMI TRAYLER TRAYLER

Conteo vehicular Muñante.pdf

Embed Size (px)

Citation preview

TRAMO DE LA CARRETERASENTIDOUBICACINVEHICULOSMENORESPICK UP PANEL B2 B3-1 B4-1 BA-1 C2 C3 (C4)1-3 (C4)2-2 T2S1 T2S2 T2Se3 T2S3 T2Se3 T3S1 T3S2 T3Se2 T3S3 T3Se3 C2R2 C2R3 C3R2 C3R3 C3R4 C4R2 C4R3 C4R28x4 C4R38x4 C4R48x4HORAINTERVALOS00:00 - 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:00 - 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:00 - 03:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 203:00 - 04:00 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 404:00 - 05:00 1 4 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1005:00 - 06:00 11 44 36 14 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11006:00 - 07:00 8 44 38 13 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10807:00 - 08:00 10 43 39 15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11208:00 - 09:00 6 38 36 15 0 4 2 0 0 0 5 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 10809:00 - 10:00 13 47 41 12 0 6 2 0 0 0 5 4 0 0 2 1 0 0 0 6 0 0 9 0 0 0 1 0 0 0 0 0 0 0 14910:00 - 11:00 3 12 10 3 0 2 0 0 0 0 5 2 0 0 3 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4311:00 - 12:00 3 15 36 9 0 4 0 0 0 0 5 1 0 0 0 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 0 0 7712:00 -13:00 3 36 28 11 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 8713:00 - 14:00 4 12 11 4 0 4 0 0 0 0 2 2 0 0 1 0 0 0 0 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 4614:00 - 15:00 8 45 41 13 0 4 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11415:00 - 16:00 8 43 36 12 1 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10616:00 - 17:00 1 41 38 15 2 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10317:00 - 18:00 3 47 41 12 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11118:00 - 19:00 6 38 36 14 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10219:00 - 20:00 5 39 37 13 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10320:00 - 21:00 2 3 3 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1321:00 - 22:00 3 0 0 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 822:00 - 23:00 2 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1023:00 - 24:00 0 4 2 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11TOTALES 100 561 520 189 15 65 4 0 0 0 24 10 0 0 9 7 0 0 0 12 0 0 18 0 0 0 3 0 0 0 0 0 0 0 1537TRAMO DE LA CARRETERASENTIDOUBICACINVEHICULOSMENORESPICK UP PANEL B2 B3-1 B4-1 BA-1 C2 C3 (C4)1-3 (C4)2-2 T2S1 T2S2 T2Se3 T2S3 T2Se3 T3S1 T3S2 T3Se2 T3S3 T3Se3 C2R2 C2R3 C3R2 C3R3 C3R4 C4R2 C4R3 C4R28x4 C4R38x4 C4R48x4HORAINTERVALOS00:00 - 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001:00 - 02:00 0 1 3 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 802:00 - 03:00 1 0 2 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 503:00 - 04:00 3 3 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1104:00 - 05:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 205:00 - 06:00 7 40 29 15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9506:00 - 07:00 7 35 30 15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9107:00 - 08:00 7 35 32 12 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9108:00 - 09:00 2 35 28 13 0 4 1 0 0 0 5 5 0 0 0 0 0 1 0 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 10009:00 - 10:00 9 40 36 12 0 4 1 0 0 0 3 4 0 0 0 0 0 0 0 3 0 0 2 0 0 0 2 0 0 0 0 0 0 0 11610:00 - 11:00 0 7 8 3 0 3 0 0 0 0 5 1 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2911:00 - 12:00 2 27 13 5 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5012:00 -13:00 2 7 19 7 0 4 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4313:00 - 14:00 1 12 13 11 0 3 0 0 0 0 3 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 0 0 4714:00 - 15:00 9 36 30 13 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9215:00 - 16:00 8 38 34 15 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10016:00 - 17:00 9 38 32 12 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9817:00 - 18:00 9 37 31 15 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10018:00 - 19:00 9 35 28 13 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9419:00 - 20:00 7 39 31 13 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9920:00 - 21:00 0 2 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 821:00 - 22:00 0 2 3 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 722:00 - 23:00 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 323:00 - 24:00 2 1 3 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10TOTALES 97 471 410 187 15 66 2 0 0 0 18 11 0 0 2 0 0 1 0 8 0 0 8 0 0 0 3 0 0 0 0 0 0 0 1299CUADRO N 01 ESTUDIO DE CLASIFICACION VEHICULARAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM06+000 ESTACION OVALO TARAPACASUR - NORTE DIA LUNES, 13 DE J ULIO DEL 2015DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNA FECHA LUNES, 20 DE J ULIO DEL 2015VEHICULOS MAYORES VEHICULOS PESADOSMOTOS AUTOSTATION WAGONCAMIONETASLUNES, 13 DE J ULIO DEL 2015COMBIBUS CAMION SEMI TRAYLER TRAYLERTOTALTOTAL COMBIDEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNA FECHA LUNES, 20 DE J ULIO DEL 2015AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM06+000 ESTACION OVALO TARAPACANORTE - SUR DIACAMIONETAS STATION WAGONAUTO MOTOSVEHICULOS PESADOS VEHICULOS MAYORESBUS CAMION SEMI TRAYLER TRAYLERDIA LUNES, 13 DE J ULIO DEL 2015FECHA LUNES, 20 DE J ULIO DEL 2015Pt= 2.5 Indice de serviciabilidad (bondad de servicio) L2=1 Eje SimpleSN= 3 Nmero estructutural (calidad de la capa) L2=2 Eje TandemLx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje TridemL2 = 1,2,3 Codigo de eje 1000Lb =1KipsEALF = FACTOR DE EJE DE CARGA EQUIVALENTE : B18= 1.211 Para Lx=18yL2=1 Gt= -0.201CATEGORIAL 100 0.0014Delantero 30.0% 0.09 0.198 1 0.400 0.0000039Post. 01 70.0% 0.21 0.463 1 0.400 0.0000100CATEGORIAM 1350 15.7153Delantero 50.0% 1.50 3.304 1 0.407 0.0017340Post. 01 50.0% 1.50 3.304 1 0.407 0.0017340Delantero 50.0% 1.75 3.855 1 0.410 0.0030596Post. 01 50.0% 1.75 3.855 1 0.410 0.0030596Delantero 50.0% 2.50 5.507 1 0.425 0.0119404Post. 01 50.0% 2.50 5.507 1 0.425 0.0119404Delantero 50.0% 2.50 5.507 1 0.425 0.0119404Post. 01 50.0% 2.50 5.507 1 0.425 0.0119404Delantero 50.0% 3.50 7.709 1 0.465 0.0439699Post. 01 50.0% 3.50 7.709 1 0.465 0.0439699BUS 4 15.1070Delantero 38.9% 7.00 15.419 1 0.906 0.5650288Post. 01 61.1% 11.00 24.229 1 2.426 3.2117305CAMION 34 116.1550Delantero 38.9% 7.00 15.419 1 0.906 0.5650288Post. 01 61.1% 11.00 24.229 1 2.426 3.2117305Delantero 28.0% 7.00 15.419 1 0.906 0.5650288Post. 01 72.0% 18.00 39.648 2 1.490 1.9862498TRACTO CAMIN + SEMIREMOLQUE 46 250.4320Delantero 24.1% 7.00 15.419 1 0.906 0.5650288Post. 01 37.9% 11.00 24.229 1 2.426 3.2117305Post. 02 37.9% 11.00 24.229 1 2.426 3.2117305Delantero 19.4% 7.00 15.419 1 0.906 0.5650288Post. 01 30.6% 11.00 24.229 1 2.426 3.2117305Post. 02 50.0% 18.00 39.648 2 1.490 1.9862498Delantero 19.4% 7.00 15.419 1 0.906 0.5650288Post. 01 50.0% 18.00 39.648 2 1.490 1.9862498Post. 02 30.6% 11.00 24.229 1 2.426 3.2117305Delantero 14.0% 7.00 15.419 1 0.906 0.5650288Post. 01 36.0% 18.00 39.648 2 1.490 1.9862498Post. 02 50.0% 25.00 55.066 3 1.261 1.7841910CAMIN + REMOLQUE 3 26.9242Delantero 14.9% 7.00 15.419 1 0.906 0.5650288Post. 01 38.3% 18.00 39.648 2 1.490 1.9862498Post. 02 23.4% 11.00 24.229 1 2.426 3.2117305Post. 03 23.4% 11.00 24.229 1 2.426 3.21173051537 = 424.3350DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAOVALO TARAPACAEs 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=18000 lb Calculado mediante las siguientes expresionesCUADRO N 02 FACTOR DE EJE EQUIVALENTE Y FACTOR CAMION EN PAVIMENTO FLEXIBLE(Pt = 2.5 y SN = 3)TRAMO DE LA CARRETERAUBICACIN ESTACIONAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000INDICE MEDIO DIARIO ANUALC3R2 3 47.00 103.524 8.9747 26.9242T3S3 18 50.00 110.132 4.3355 78.0385T3S1 12 36.00 79.295 5.7630 69.1561T2S2 7 36.00 79.295 5.7630 40.3411T2S1 9 29.00 63.877 6.9885 62.8964C3 10 25.00 55.066 2.5513 25.5128C2 24 18.00 39.648 3.7768 90.6422B2 4 18.00 39.648 3.7768 15.1070COMBI 65 7.00 15.419 0.0879 5.7161PANEL 15 5.00 11.013 0.0239 0.3582PICK UP 189 5.00 11.013 0.0239 4.5135STATION WAGON520 3.50 7.709 0.0061 3.1820VEHICULOS MAYORESAUTO 561 3.00 6.608 0.0035 1.9455VEHICULOS MENORESMOTOKARMOTO LINEAL100 0.30 0.661 0.00001 0.0014BxFactor de carga de eje equivalenteEALFi (Por eje)FACTOR CAMINFC=EALFiFC*IMDAEJ E %Lx(Tn)L2 TIPO DE VEHICULO IMDAPESO TOTAL (Tn)PESO POR EJES (Tn) PESO TOTAL (Kips)Lx por Eje(Kips)365 * *T ESAL EAL === = m ii i i IMD EALF ESAL 1 *DIA LUNES, 13 DE J ULIO DEL 2015FECHA LUNES, 20 DE J ULIO DEL 2015Pt= 2.5 Indice de serviciabilidad (bondad de servicio) L2=1 Eje SimpleSN= 4 Nmero estructutural (calidad de la capa) L2=2 Eje TandemLx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje TridemL2 = 1,2,3 Codigo de eje 1000Lb =1KipsEALF = FACTOR DE EJE DE CARGA EQUIVALENTE : B18= 0.655 Para Lx=18y L2=1 Gt= -0.201CATEGORIAL 100 0.0010Delantero 30.0% 0.09 0.198 1 0.400 0.0000028Post. 01 70.0% 0.21 0.463 1 0.400 0.0000073CATEGORIAM 1350 12.0507Delantero 50.0% 1.50 3.304 1 0.402 0.0012698Post. 01 50.0% 1.50 3.304 1 0.402 0.0012698Delantero 50.0% 1.75 3.855 1 0.403 0.0022539Post. 01 50.0% 1.75 3.855 1 0.403 0.0022539Delantero 50.0% 2.50 5.507 1 0.408 0.0090417Post. 01 50.0% 2.50 5.507 1 0.408 0.0090417Delantero 50.0% 2.50 5.507 1 0.408 0.0090417Post. 01 50.0% 2.50 5.507 1 0.408 0.0090417Delantero 50.0% 3.50 7.709 1 0.420 0.0353303Post. 01 50.0% 3.50 7.709 1 0.420 0.0353303BUS 4 14.2353Delantero 38.9% 7.00 15.419 1 0.559 0.5607863Post. 01 61.1% 11.00 24.229 1 1.036 2.9980370CAMION 34 110.6476Delantero 38.9% 7.00 15.419 1 0.559 0.5607863Post. 01 61.1% 11.00 24.229 1 1.036 2.9980370Delantero 28.0% 7.00 15.419 1 0.559 0.5607863Post. 01 72.0% 18.00 39.648 2 0.742 1.9628006TRACTO CAMIN + SEMIREMOLQUE 46 241.4177Delantero 24.1% 7.00 15.419 1 0.559 0.5607863Post. 01 37.9% 11.00 24.229 1 1.036 2.9980370Post. 02 37.9% 11.00 24.229 1 1.036 2.9980370Delantero 19.4% 7.00 15.419 1 0.559 0.5607863Post. 01 30.6% 11.00 24.229 1 1.036 2.9980370Post. 02 50.0% 18.00 39.648 2 0.742 1.9628006Delantero 19.4% 7.00 15.419 1 0.559 0.5607863Post. 01 50.0% 18.00 39.648 2 0.742 1.9628006Post. 02 30.6% 11.00 24.229 1 1.036 2.9980370Delantero 14.0% 7.00 15.419 1 0.559 0.5607863Post. 01 36.0% 18.00 39.648 2 0.742 1.9628006Post. 02 50.0% 25.00 55.066 3 0.670 1.7816954CAMIN + REMOLQUE 3 25.5590Delantero 14.9% 7.00 15.419 1 0.559 0.5607863Post. 01 38.3% 18.00 39.648 2 0.742 1.9628006Post. 02 23.4% 11.00 24.229 1 1.036 2.9980370Post. 03 23.4% 11.00 24.229 1 1.036 2.99803701537 = 403.9112ESTACION OVALO TARAPACAEs 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=18000 lb Calculado mediante las siguientes expresionesCUADRO N 03 FACTOR DE EJE EQUIVALENTE Y FACTOR CAMION EN PAVIMENTO FLEXIBLE(Pt = 2.5 y SN = 4)TRAMO DE LA CARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000UBICACINDEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAINDICE MEDIO DIARIO ANUALC3R2 3 47.00 103.524 8.5197 25.5590T3S3 18 50.00 110.132 4.3053 77.4951T3S1 12 36.00 79.295 5.5216 66.2595T2S2 7 36.00 79.295 5.5216 38.6514T2S1 9 29.00 63.877 6.5569 59.0117C3 10 25.00 55.066 2.5236 25.2359VEHICULOS PESADOSC2 24 18.00 39.648 3.5588 85.4118B2 4 18.00 39.648 3.5588 14.2353COMBI 65 7.00 15.419 0.0707 4.5929PANEL 15 5.00 11.013 0.0181 0.2712PICK UP 189 5.00 11.013 0.0181 3.4177STATION WAGON520 3.50 7.709 0.0045 2.3441VEHICULOS MAYORESAUTO 561 3.00 6.608 0.0025 1.4247VEHICULOS MENORESMOTOKARMOTO LINEAL100 0.30 0.661 0.00001 0.0010BxFactor de carga de eje equivalenteEALFi (Por eje)FACTOR CAMINFC=EALFiFC*IMDAEJ E %Lx(Tn)L2 TIPO DE VEHICULO IMDAPESO TOTAL (Tn)PESO POR EJES (Tn) PESO TOTAL (Kips)Lx por Eje(Kips)DIA LUNES, 13 DE J ULIO DEL 2015FECHA LUNES, 20 DE J ULIO DEL 2015Pt= 2.5 Indice de serviciabilidad (bondad de servicio) L2=1 Eje SimpleSN= 5 Nmero estructutural (calidad de la capa) L2=2 Eje TandemLx = Carga en Kips sobre un eje Simple, Tandem y tridem L2=3 Eje TridemL2 = 1,2,3 Codigo de eje 1000Lb =1KipsEALF = FACTOR DE EJE DE CARGA EQUIVALENTE : B18= 0.499 Para Lx=18y L2=1 Gt= -0.201CATEGORIAL 100 0.0008Delantero 30.0% 0.09 0.198 1 0.400 0.0000022Post. 01 70.0% 0.21 0.463 1 0.400 0.0000058CATEGORIAM 1350 9.8465Delantero 50.0% 1.50 3.304 1 0.401 0.0010221Post. 01 50.0% 1.50 3.304 1 0.401 0.0010221Delantero 50.0% 1.75 3.855 1 0.401 0.0018174Post. 01 50.0% 1.75 3.855 1 0.401 0.0018174Delantero 50.0% 2.50 5.507 1 0.403 0.0073516Post. 01 50.0% 2.50 5.507 1 0.403 0.0073516Delantero 50.0% 2.50 5.507 1 0.403 0.0073516Post. 01 50.0% 2.50 5.507 1 0.403 0.0073516Delantero 50.0% 3.50 7.709 1 0.408 0.0293085Post. 01 50.0% 3.50 7.709 1 0.408 0.0293085BUS 4 14.7223Delantero 38.9% 7.00 15.419 1 0.462 0.5353527Post. 01 61.1% 11.00 24.229 1 0.647 3.1452289CAMION 34 113.7974Delantero 38.9% 7.00 15.419 1 0.462 0.5353527Post. 01 61.1% 11.00 24.229 1 0.647 3.1452289Delantero 28.0% 7.00 15.419 1 0.462 0.5353527Post. 01 72.0% 18.00 39.648 2 0.533 2.0109866TRACTO CAMIN + SEMIREMOLQUE 46 247.6491Delantero 24.1% 7.00 15.419 1 0.462 0.5353527Post. 01 37.9% 11.00 24.229 1 0.647 3.1452289Post. 02 37.9% 11.00 24.229 1 0.647 3.1452289Delantero 19.4% 7.00 15.419 1 0.462 0.5353527Post. 01 30.6% 11.00 24.229 1 0.647 3.1452289Post. 02 50.0% 18.00 39.648 2 0.533 2.0109866Delantero 19.4% 7.00 15.419 1 0.462 0.5353527Post. 01 50.0% 18.00 39.648 2 0.533 2.0109866Post. 02 30.6% 11.00 24.229 1 0.647 3.1452289Delantero 14.0% 7.00 15.419 1 0.462 0.5353527Post. 01 36.0% 18.00 39.648 2 0.533 2.0109866Post. 02 50.0% 25.00 55.066 3 0.505 1.7912722CAMIN + REMOLQUE 3 26.5104Delantero 14.9% 7.00 15.419 1 0.462 0.5353527Post. 01 38.3% 18.00 39.648 2 0.533 2.0109866Post. 02 23.4% 11.00 24.229 1 0.647 3.1452289Post. 03 23.4% 11.00 24.229 1 0.647 3.14522891537 = 412.5265ESTACION OVALO TARAPACAEs 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=18000 lb Calculado mediante las siguientes expresiones(Pt = 2.5 y SN = 5)TRAMO DE LA CARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000UBICACINDEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAINDICE MEDIO DIARIO ANUALC3R2 3 47.00 103.524 8.8368 26.5104T3S3 18 50.00 110.132 4.3376 78.0770T3S1 12 36.00 79.295 5.6916 68.2988T2S2 7 36.00 79.295 5.6916 39.8410T2S1 9 29.00 63.877 6.8258 61.4323C3 10 25.00 55.066 2.5463 25.4634VEHICULOS PESADOSC2 24 18.00 39.648 3.6806 88.3340B2 4 18.00 39.648 3.6806 14.7223COMBI 65 7.00 15.419 0.0586 3.8101PANEL 15 5.00 11.013 0.0147 0.2205PICK UP 189 5.00 11.013 0.0147 2.7789STATION WAGON520 3.50 7.709 0.0036 1.8901VEHICULOS MAYORESAUTO 561 3.00 6.608 0.0020 1.1468MOTOKARMOTO LINEAL100 0.30 0.661 0.00001 0.0008FACTOR CAMINFC=EALFiFC*IMDAEJ E %Lx(Tn)VEHICULOS MENORESCUADRO N 04 FACTOR DE EJE EQUIVALENTE Y FACTOR CAMION EN PAVIMENTO FLEXIBLETIPO DE VEHICULO IMDAPESO TOTAL (Tn)PESO POR EJES (Tn) PESO TOTAL (Kips)Lx por Eje(Kips)L2 BxFactor de carga de eje equivalenteEALFi (Por eje)DIAFECHAMOTO AUTOSTATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMIONSEMITRAYLERTRAILER07:00 _ 07:15 1 3 2 2 0 0 0 0 0 007:15 _ 07:30 2 5 4 2 0 0 0 0 0 007:30 _ 07:45 3 15 15 5 0 2 0 0 0 007:45 _ 08:00 5 20 18 6 0 3 0 0 0 0TOTAL 11 43 39 15 0 5 0 0 0 008:00 _ 08:15 1 9 9 0 0 0 0 1 0 008:15 _ 08:30 1 10 9 2 0 0 0 1 2 008:30 _ 08:45 3 9 8 5 0 2 0 2 0 008:45 _ 09:00 1 10 10 8 0 2 2 1 0 0TOTAL 6 38 36 15 0 4 2 5 2 011:00 _ 11:15 1 4 7 2 0 1 0 0 0 011:15 _ 11:30 0 3 9 2 0 1 0 1 2 011:30 _ 11:45 1 3 8 2 0 1 0 3 1 011:45 _ 12:00 1 5 12 3 0 1 0 2 0 1TOTAL 3 15 36 9 0 4 0 6 3 112:00 _ 12:15 1 10 8 4 0 0 0 1 0 012:15 _ 12:30 2 8 7 1 0 2 0 1 1 112:30 _ 12:45 0 8 7 3 0 0 0 1 2 012:45 _ 13:00 0 10 6 3 0 0 0 0 0 0TOTAL 3 36 28 11 0 2 0 3 3 118:00 _ 18:15 3 10 8 4 1 2 0 0 0 018:15 _ 18:30 1 10 10 3 0 0 0 0 0 018:30 _ 18:45 1 9 10 4 2 1 0 0 0 018:45 _ 19:00 1 9 8 3 1 1 0 0 0 0TOTAL 6 38 36 14 4 4 0 0 0 019:00 _ 19:15 3 10 8 4 1 0 0 0 0 019:15 _ 19:30 1 12 9 3 1 1 0 0 0 019:30 _ 19:45 0 8 13 4 2 2 0 0 0 019:45 _ 20:00 1 9 7 2 1 1 0 0 0 0TOTAL 5 39 37 13 5 4 0 0 0 0SENTIDOOVALO TARAPACALUNES, 13 DE JULIO DEL 2015LUNES, 20 DE JULIO DEL 2015MAANAMEDIO DIANOCHECARRETERA35 2 4 0PROMEDIO HORA PUNTA6 35 13 2 1 0CUADRO N 05 VOLUMEN Y CLASIFICACION VEHICULARPERIODO ESTACIONAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000SUR - NORTEDIAFECHAHORA MOTO AUTOSTATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMIONSEMITRAYLERTRAILER08:00 11 43 39 15 0 5 0 0 0 009:00 6 38 36 15 0 4 2 5 2 012:00 3 15 36 9 0 4 0 6 3 113:00 3 36 28 11 0 2 0 3 3 119:00 6 38 36 14 4 4 0 0 0 020:00 5 39 37 13 5 4 0 0 0 0HORA08:00 11309:00 10812:00 7713:00 8719:00 10220:00 103CARRETERAUBICACIN ESTACIONTOTAL DE VEHICULOSAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000 LUNES, 13 DE JULIO DEL 2015LUNES, 20 DE JULIO DEL 2015 SUR - NORTEOVALO TARAPACACUADRO N 06 VOLUMEN Y CLASIFICACION VEHICULAR113108778710210302040608010012008:00 09:00 12:00 13:00 19:00 20:00Veh./HoraHorasGrficoVariacinHorariadelVolumenVehicularS NTotaldevehculosDIAFECHAMOTO AUTOSTATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMIONSEMITRAYLERTRAILER07:00 _ 07:15 0 3 2 2 0 0 0 0 0 007:15 _ 07:30 2 9 4 2 0 0 0 0 0 007:30 _ 07:45 0 15 12 4 0 2 0 0 0 007:45 _ 08:00 4 8 14 4 0 3 0 0 0 0TOTAL 6 35 32 12 0 5 0 0 0 008:00 _ 08:15 0 9 8 0 0 0 0 4 0 008:15 _ 08:30 1 9 5 2 0 0 0 3 2 008:30 _ 08:45 1 8 8 5 0 2 0 2 3 008:45 _ 09:00 0 9 7 6 0 2 2 1 2 0TOTAL 2 35 28 13 0 4 1 10 7 011:00 _ 11:15 1 8 1 2 0 0 0 0 0 011:15 _ 11:30 0 5 2 1 0 0 0 0 0 011:30 _ 11:45 0 7 5 2 0 1 0 0 1 011:45 _ 12:00 1 7 5 0 0 1 0 0 0 0TOTAL 2 27 13 5 0 2 0 0 1 012:00 _ 12:15 0 4 5 4 0 0 0 1 0 012:15 _ 12:30 2 1 4 3 0 2 0 1 1 012:30 _ 12:45 0 1 7 0 0 2 0 1 0 012:45 _ 13:00 0 1 3 0 0 0 0 0 0 0TOTAL 2 7 19 7 0 4 0 3 1 018:00 _ 18:15 2 6 8 4 1 1 0 0 0 018:15 _ 18:30 2 12 7 2 1 0 0 0 0 018:30 _ 18:45 3 8 6 4 1 3 0 0 0 018:45 _ 19:00 2 9 7 3 1 1 0 0 0 0TOTAL 9 35 28 13 4 5 0 0 0 019:00 _ 19:15 3 10 8 4 0 0 0 0 0 019:15 _ 19:30 1 11 6 3 4 2 0 0 0 019:30 _ 19:45 2 9 13 6 1 2 0 0 0 019:45 _ 20:00 1 9 4 0 0 0 0 0 0 0TOTAL 7 39 31 13 5 4 0 0 0 0CUADRO N 07 VOLUMEN Y CLASIFICACION VEHICULARPERIODO MAANAMEDIO DIACARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000 LUNES, 13 DE JULIO DEL 2015SENTIDOPROMEDIO HORA PUNTA5 30 25 11 2 4NOCHE0 2 2 0NORTE - SUR LUNES, 20 DE JULIO DEL 2015ESTACION OVALO TARAPACADIAFECHAHORA MOTO AUTOSTATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMIONSEMITRAYLERTRAILER08:00 6 35 32 12 0 5 0 0 0 009:00 2 35 28 13 0 4 1 10 7 012:00 2 27 13 5 0 2 0 0 1 013:00 2 7 19 7 0 4 0 3 1 019:00 9 35 28 13 4 5 0 0 0 020:00 7 39 31 13 5 4 0 0 0 0HORA08:00 9009:00 10012:00 5013:00 4319:00 9420:00 99LUNES, 13 DE JULIO DEL 2015UBICACINNORTE - SUR LUNES, 20 DE JULIO DEL 2015ESTACION OVALO TARAPACACUADRO N 08 VOLUMEN Y CLASIFICACION VEHICULARTOTAL DE VEHICULOSCARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000113108778710210302040608010012008:00 09:00 12:00 13:00 19:00 20:00Veh./HoraHorasGrficoVariacinHorariadelVolumenVehicularTotaldevehculos901005043949902040608010012008:00 09:00 12:00 13:00 19:00 20:00Veh./HoraHorasGrficoVariacinHorariadelVolumenVehicularN STOTALDEVEHICULOSTRAMO DE LA CARRETERAUBICACIN ESTACION2042.5Tipo de VehculoCantidad de Vehiculos diariosFactor de crecimientoTrnsito de diseoESALs FactorESALs de diseoVeniculos ligeros 5%Motos 100 33.06 1206690 0.00001 16.77876797Autos 561 33.06 6769530.9 0.0035 23476.6372Station Wagon 520 33.06 6274788 0.0061 38396.82517Pick Up 189 33.06 2280644.1 0.0239 54463.50359Panel 15 33.06 181003.5 0.0239 4322.500285Combi 65 33.06 784348.5 0.0879 68975.45819Buses 4%Buses 4 29.78 43478.8 3.7768 164208.9608Vehiculos Pesados 2%Camion 34 24.3 301563 6.3280 1908302.069Tracto Camin + Semiremolque 46 24.3 407997 22.8500 9322722.234Camin + Remolque 3 24.3 26608.5 8.9747 238804.3576TOTAL VEHICULOS1537 ESALs de11823689.32Factor de Direccin: 0.5Factor de Carril: 1ESALs por carril de trnsito: 0.5 x 1 x 11,823,689.32 = 5911844.7CUADRO N 09 EQUIVALENTE DE 18 KIPS EN CARGA DE EJES SIMPLESAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAOVALO TARAPACAPerodo de diseo (aos)SN o DPtCarga Eje Equiv. Carga Eje Equiv. Carga Eje Equiv. Carga Eje Equiv. Carga Eje Equiv.BUS 4B2 4 7 1.2654 11 3.2383 18 4.5037B3-1 0 7 1.2654 16 1.3659 23 2.6313B4-1 0 7 + 7 2.5307 16 1.3659 32 3.8967BA-1 0 7 1.2654 11 3.2383 7 1.2654 25 5.7690CAMION 34C2 24 7 1.2654 11 3.2383 18 4.5037C3 10 7 1.2654 18 2.0192 25 3.2846C41-3 0 7 1.2654 23 1.0098 30 2.2752C41-3 0 7 +7 2.5307 18 2.0192 18 4.549946T2S1 9 7 1.2654 11 3.2383 11 3.2383 29 7.7419T2S2 7 7 1.2654 11 3.2383 18 2.0192 36 6.5229T2Se2 0 7 1.2654 11 3.2383 11 3.2383 11 3.2383 40 10.9802T2S3 0 7 1.2654 11 3.2383 25 1.4204 43 5.9241T2Se3 0 7 1.2654 11 3.2383 11 3.2383 18 2.0192 47 9.7612T3S1 12 7 1.2654 18 2.0192 11 3.2383 36 6.5229T3S2 0 7 1.2654 18 2.0192 18 2.0192 43 5.3038T3Se2 0 7 1.2654 18 2.0192 11 3.2383 11 3.2383 47 9.7612T3S3 18 7 1.2654 18 2.0192 25 1.4204 50 4.7050T3Se3 0 7 1.2654 18 2.0192 11 3.2383 18 2.0192 54 8.5421CAMIN + REMOLQUE 3C2R2 0 7 1.2654 11 3.2383 11 3.2383 11 3.2383 40 10.9802C2R3 0 7 1.2654 11 3.2383 11 3.2383 18 2.0192 47 9.7612C3R2 3 7 1.2654 18 2.0192 11 3.2383 11 3.2383 47 9.7612C3R3 0 7 1.2654 18 2.0779 11 3.2383 18 2.0192 54 8.6007C3R4 0 7 1.2654 18 2.0192 18 2.0192 18 2.0192 61 7.3230C4R2 0 7 1.2654 23 1.0098 11 3.2383 11 3.2383 52 8.7518C4R3 0 7 1.2654 23 1.0098 11 3.2383 18 2.0779 59 7.5913C4R28x4 0 7 + 7 2.5307 18 2.0192 11 3.2383 11 3.2383 40 11.0265C4R38x4 0 7 + 7 2.5307 18 2.0192 11 3.2383 18 2.0192 47 9.8074C4R48x4 0 7 + 7 2.5307 18 2.0192 18 2.0192 18 2.0192 54 8.5884CAMIN + REMOLQUE BALANCEADO 0C2RB1 0 7 1.2654 11 3.2383 11 3.2383 29 7.7419C2RB2 0 7 1.2654 11 3.2383 18 2.0192 36 6.5229C3RB1 0 7 1.2654 18 2.0192 11 3.2383 36 6.5229C3RB2 0 7 1.2654 18 2.0192 18 2.0192 43 5.3038C4RB1 0 7 1.2654 23 1.2620 11 3.2383 41 5.7657C4RB2 0 7 1.2654 23 1.2620 18 2.0192 48 4.5466C4RB1 0 7 + 7 2.5307 18 2.0192 11 3.2383 29 7.7882C4RB2 0 7 + 7 2.5307 18 2.0192 18 2.0192 36 6.5692Factores de ejes equivalentes de acuerdo a las Formulas Simplificadas parael calculo del Factor de carga recomendadas en la Norma Peruana de Diseo de Pavimentos(Ministerio de Transportes y Comunicaciones del Per 2012)PESO BRUTOMAXIMOFACTOR CAMINFC=EALFiTIPO DE VEHICULOCARGA POR EJE( Tn )IMDATRACTO CAMIN + SEMIREMOLQUEEJE DELANTERO EJE 1 EJE 2 EJE 3 EJE 4