Para Exposicion
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TRAMO DE LA CARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000 SENTIDO SUR - NORTE UBICACIÓN DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNA ESTACION DIA FECHA OVALO TARAPACA LUNES, 13 DE JULIO DEL 2015 LUNES, 20 DE JULIO DEL 2015 VEHICULOS MENORES VEHICULOS MAYORES VEHICULOS PESADOS MOTOS AUTO STATION WAGON CAMIONETAS COMBI BUS CAMION SEMI TRAYLER TRAYLER TOTAL 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 CUADRO N° 01 ESTUDIO DE CLASIFICACION VEHICULAR TRAMO DE LA CARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000 SENTIDO NORTE - SUR UBICACIÓN DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNA ESTACION DIA FECHA OVALO TARAPACA LUNES, 13 DE JULIO DEL 2015 LUNES, 20 DE JULIO DEL 2015 VEHICULOS MENORES VEHICULOS MAYORES VEHICULOS PESADOS MOTOS AUTO STATION WAGON CAMIONETAS COMBI BUS CAMION SEMI TRAYLER TRAYLER TOTAL 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
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TRAMO DE LA CARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000SENTIDO SUR - NORTEUBICACIN DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAESTACION DIA FECHAOVALO TARAPACALUNES, 13 DE J ULIO DEL 2015LUNES, 20 DE J ULIO DEL 2015VEHICULOSMENORESVEHICULOS MAYORES VEHICULOS PESADOSMOTOS AUTO STATIONWAGONCAMIONETAS COMBI BUS CAMION SEMI TRAYLER TRAYLER TOTALPICK 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 C4R48x4HORA INTERVALOS00: 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 1537CUADRO N 01 ESTUDIO DE CLASIFICACION VEHICULARTRAMO DE LA CARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000SENTIDO NORTE - SURUBICACIN DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAESTACION DIA FECHAOVALO TARAPACALUNES, 13 DE J ULIO DEL 2015LUNES, 20 DE J ULIO DEL 2015VEHICULOSMENORESVEHICULOS MAYORES VEHICULOS PESADOSMOTOS AUTO STATIONWAGONCAMIONETAS COMBI BUS CAMION SEMI TRAYLER TRAYLER TOTALPICK 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 C4R48x4HORA INTERVALOS00: 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 1299Pt=SN=Lx =L2 = 1,2,32.53Indice de serviciabilidad (bondadde servicio) Nmero estructutural (calidad de la capa)Carga enKips sobre uneje Simple, TandemytridemCodigo de ejeL2=1L2=2L2=3Eje Simple Eje TandemEje Tridem1000Lb =1KipsAVENIDA TARAPACA (EX COLLPA) KM0+000AL KM06+000DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAOVALO TARAPACAEALF = FACTOR DE EJE DE CARGA EQUIVALENTE :Es el nmero de cargas equivalentes que definenel dao por paso, sobre una superficie de rodadura debido al eje encuestin, enrelacinal paso de uneje de carga Stndar, que ususalmentees de 18Kips=18000lb Calculado mediantelas siguientes expresionesCUADRO N 02 FACTOR DE EJE EQUIVALENTE Y FACTOR CAMION EN PAVIMENTO FLEXIBLE(Pt = 2.5 y SN = 3)DIA FECHALUNES, 13DE J ULIO DEL2015LUNES, 20DE J ULIO DEL2015TRAMO DE LA CARRETERA UBICACIN ESTACIONB18= 1.211Para Lx=18yL2=1Gt= -0.201TIPO DE VEHICULO IMDA PESO TOTAL (Tn)PESO POR EJES (Tn) PESO TOTAL(Kips)Lx por Eje (Kips)L2 Bx Factor de carga de eje equivalente EALFi (Por eje)FACTOR CAMIN FC=EALFiFC*IMDAEJ E % Lx (Tn)VEHICULOS MENORESCATEGORIAL 100 0.0014MOTOKAR MOTO LINEAL100 0.30 Delantero 30.0% 0.09 0.661 0.198 1 0.400 0.0000039 0.00001 0.0014Post. 01 70.0% 0.21 0.463 1 0.400 0.0000100VEHICULOS MAYORESCATEGORIAM 1350 15.7153AUTO561 3.00 Delantero 50.0% 1.50 6.608 3.304 1 0.407 0.0017340 0.0035 1.9455Post. 01 50.0% 1.50 3.304 1 0.407 0.0017340STATION WAGON520 3.50 Delantero 50.0% 1.75 7.709 3.855 1 0.410 0.0030596 0.0061 3.1820Post. 01 50.0% 1.75 3.855 1 0.410 0.0030596PICK UP189 5.00 Delantero 50.0% 2.50 11.013 5.507 1 0.425 0.0119404 0.0239 4.5135Post. 01 50.0% 2.50 5.507 1 0.425 0.0119404PANEL15 5.00 Delantero 50.0% 2.50 11.013 5.507 1 0.425 0.0119404 0.0239 0.3582Post. 01 50.0% 2.50 5.507 1 0.425 0.0119404COMBI65 7.00 Delantero 50.0% 3.50 15.419 7.709 1 0.465 0.0439699 0.0879 5.7161Post. 01 50.0% 3.50 7.709 1 0.465 0.0439699BUS 415.1070B24 18.00 Delantero 38.9% 7.00 39.648 15.419 1 0.906 0.5650288 3.7768 15.1070Post. 01 61.1% 11.00 24.229 1 2.426 3.2117305CAMION 34 116.1550C224 18.00 Delantero 38.9% 7.00 39.648 15.419 1 0.906 0.5650288 3.7768 90.6422Post. 01 61.1% 11.00 24.229 1 2.426 3.2117305C310 25.00 Delantero 28.0% 7.00 55.066 15.419 1 0.906 0.5650288 2.5513 25.5128Post. 01 72.0% 18.00 39.648 2 1.490 1.9862498TRACTO CAMIN + SEMIREMOLQUE 46 250.4320T2S19 29.00 Delantero 24.1% 7.00 63.877 15.419 1 0.906 0.5650288 6.9885 62.8964Post. 01 37.9% 11.00 24.229 1 2.426 3.2117305Post. 02 37.9% 11.00 24.229 1 2.426 3.2117305T2S27 36.00 Delantero 19.4% 7.00 79.295 15.419 1 0.906 0.5650288 5.7630 40.3411Post. 01 30.6% 11.00 24.229 1 2.426 3.2117305Post. 02 50.0% 18.00 39.648 2 1.490 1.9862498T3S112 36.00 Delantero 19.4% 7.00 79.295 15.419 1 0.906 0.5650288 5.7630 69.1561Post. 01 50.0% 18.00 39.648 2 1.490 1.9862498Post. 02 30.6% 11.00 24.229 1 2.426 3.2117305T3S318 50.00 Delantero 14.0% 7.00 110.132 15.419 1 0.906 0.5650288 4.3355 78.0385Post. 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 26.9242C3R23 47.00 Delantero 14.9% 7.00 103.524 15.419 1 0.906 0.5650288 8.9747 26.9242Post. 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 3.2117305INDICE MEDIO DIARIO ANUAL 1537 = 424.335055Pt= SN=Lx =L2 = 1,2,32.5 Indice de serviciabilidad (bondadde servicio)4 Nmero estructutural (calidad de la capa)Carga enKips sobre uneje Simple, Tandemytridem Codigo de ejeL2=1L2=2L2=3Eje Simple Eje Tandem Eje TridemAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM06+000DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAOVALO TARAPACA1000Lb =1KipsEALF = FACTOR DE EJE DE CARGA EQUIVALENTE :Es el nmero de cargas equivalentes que definenel dao por paso, sobre una superficie de rodadura debido al eje encuestin, enrelacin al paso de uneje de carga Stndar, que ususalmentees de 18Kips=18000 lb Calculado mediante las siguientes expresionesDIA FECHALUNES, 13 DE J ULIO DEL 201LUNES, 20 DE J ULIO DEL 201TRAMO DE LA CARRETERA UBICACIN ESTACIONCUADRO N 03 FACTOR DE EJE EQUIVALENTE Y FACTOR CAMION EN PAVIMENTO FLEXIBLE (Pt = 2.5 y SN = 4)B18= 0.655Para Lx=18yL2=1Gt= -0.201TIPO DE VEHICULO IMDA PESO TOTAL (Tn)PESO POR EJES (Tn) PESO TOTAL(Kips)Lx por Eje (Kips)L2 Bx Factor de carga de eje equivalente EALFi (Por eje)FACTOR CAMIN FC=EALFiFC*IMDAEJ E % Lx (Tn)VEHICULOS MENORESCATEGORIAL 100 0.0010MOTOKAR MOTO LINEAL100 0.30 Delantero 30.0% 0.09 0.661 0.198 1 0.400 0.0000028 0.00001 0.0010Post. 01 70.0% 0.21 0.463 1 0.400 0.0000073VEHICULOS MAYORESCATEGORIAM 1350 12.0507AUTO561 3.00 Delantero 50.0% 1.50 6.608 3.304 1 0.402 0.0012698 0.0025 1.4247Post. 01 50.0% 1.50 3.304 1 0.402 0.0012698STATION WAGON520 3.50 Delantero 50.0% 1.75 7.709 3.855 1 0.403 0.0022539 0.0045 2.3441Post. 01 50.0% 1.75 3.855 1 0.403 0.0022539PICK UP189 5.00 Delantero 50.0% 2.50 11.013 5.507 1 0.408 0.0090417 0.0181 3.4177Post. 01 50.0% 2.50 5.507 1 0.408 0.0090417PANEL15 5.00 Delantero 50.0% 2.50 11.013 5.507 1 0.408 0.0090417 0.0181 0.2712Post. 01 50.0% 2.50 5.507 1 0.408 0.0090417COMBI65 7.00 Delantero 50.0% 3.50 15.419 7.709 1 0.420 0.0353303 0.0707 4.5929Post. 01 50.0% 3.50 7.709 1 0.420 0.0353303BUS 4 14.2353B24 18.00 Delantero 38.9% 7.00 39.648 15.419 1 0.559 0.5607863 3.5588 14.2353Post. 01 61.1% 11.00 24.229 1 1.036 2.9980370VEHICULOS PESADOSCAMION 34 110.6476C224 18.00 Delantero 38.9% 7.00 39.648 15.419 1 0.559 0.5607863 3.5588 85.4118Post. 01 61.1% 11.00 24.229 1 1.036 2.9980370C310 25.00 Delantero 28.0% 7.00 55.066 15.419 1 0.559 0.5607863 2.5236 25.2359Post. 01 72.0% 18.00 39.648 2 0.742 1.9628006TRACTO CAMIN + SEMIREMOLQUE 46 241.4177T2S19 29.00 Delantero 24.1% 7.00 63.877 15.419 1 0.559 0.5607863 6.5569 59.0117Post. 01 37.9% 11.00 24.229 1 1.036 2.9980370Post. 02 37.9% 11.00 24.229 1 1.036 2.9980370T2S27 36.00 Delantero 19.4% 7.00 79.295 15.419 1 0.559 0.5607863 5.5216 38.6514Post. 01 30.6% 11.00 24.229 1 1.036 2.9980370Post. 02 50.0% 18.00 39.648 2 0.742 1.9628006T3S112 36.00 Delantero 19.4% 7.00 79.295 15.419 1 0.559 0.5607863 5.5216 66.2595Post. 01 50.0% 18.00 39.648 2 0.742 1.9628006Post. 02 30.6% 11.00 24.229 1 1.036 2.9980370T3S318 50.00 Delantero 14.0% 7.00 110.132 15.419 1 0.559 0.5607863 4.3053 77.4951Post. 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 25.5590C3R23 47.00 Delantero 14.9% 7.00 103.524 15.419 1 0.559 0.5607863 8.5197 25.5590Post. 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 2.9980370INDICE MEDIO DIARIO ANUAL 1537 = 403.911255Pt= SN=Lx =L2 = 1,2,32.5 Indice de serviciabilidad (bondadde servicio)5 Nmero estructutural (calidad de la capa)Carga enKips sobre uneje Simple, Tandemytridem Codigo de ejeL2=1L2=2L2=3Eje Simple Eje Tandem Eje TridemAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM06+000DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAOVALO TARAPACA1000Lb =1KipsEALF = FACTOR DE EJE DE CARGA EQUIVALENTE :Es el nmero de cargas equivalentes que definenel dao por paso, sobre una superficie de rodadura debido al eje encuestin, enrelacin al paso de uneje de carga Stndar, que ususalmentees de 18Kips=18000 lb Calculado mediante las siguientes expresionesDIA FECHALUNES, 13 DE J ULIO DEL 201LUNES, 20 DE J ULIO DEL 201TRAMO DE LA CARRETERA UBICACIN ESTACIONCUADRO N 04 FACTOR DE EJE EQUIVALENTE Y FACTOR CAMION EN PAVIMENTO FLEXIBLE (Pt = 2.5 y SN = 5)B18= 0.499Para Lx=18yL2=1Gt= -0.201TIPO DE VEHICULO IMDA PESO TOTAL (Tn)PESO POR EJES (Tn) PESO TOTAL(Kips)Lx por Eje (Kips)L2 Bx Factor de carga de eje equivalente EALFi (Por eje)FACTOR CAMIN FC=EALFiFC*IMDAEJ E % Lx (Tn)VEHICULOS MENORESCATEGORIAL 100 0.0008MOTOKAR MOTO LINEAL100 0.30 Delantero 30.0% 0.09 0.661 0.198 1 0.400 0.0000022 0.00001 0.0008Post. 01 70.0% 0.21 0.463 1 0.400 0.0000058VEHICULOS MAYORESCATEGORIAM 1350 9.8465AUTO561 3.00 Delantero 50.0% 1.50 6.608 3.304 1 0.401 0.0010221 0.0020 1.1468Post. 01 50.0% 1.50 3.304 1 0.401 0.0010221STATION WAGON520 3.50 Delantero 50.0% 1.75 7.709 3.855 1 0.401 0.0018174 0.0036 1.8901Post. 01 50.0% 1.75 3.855 1 0.401 0.0018174PICK UP189 5.00 Delantero 50.0% 2.50 11.013 5.507 1 0.403 0.0073516 0.0147 2.7789Post. 01 50.0% 2.50 5.507 1 0.403 0.0073516PANEL15 5.00 Delantero 50.0% 2.50 11.013 5.507 1 0.403 0.0073516 0.0147 0.2205Post. 01 50.0% 2.50 5.507 1 0.403 0.0073516COMBI65 7.00 Delantero 50.0% 3.50 15.419 7.709 1 0.408 0.0293085 0.0586 3.8101Post. 01 50.0% 3.50 7.709 1 0.408 0.0293085BUS 4 14.7223B24 18.00 Delantero 38.9% 7.00 39.648 15.419 1 0.462 0.5353527 3.6806 14.7223Post. 01 61.1% 11.00 24.229 1 0.647 3.1452289VEHICULOS PESADOSCAMION 34 113.7974C224 18.00 Delantero 38.9% 7.00 39.648 15.419 1 0.462 0.5353527 3.6806 88.3340Post. 01 61.1% 11.00 24.229 1 0.647 3.1452289C310 25.00 Delantero 28.0% 7.00 55.066 15.419 1 0.462 0.5353527 2.5463 25.4634Post. 01 72.0% 18.00 39.648 2 0.533 2.0109866TRACTO CAMIN + SEMIREMOLQUE 46 247.6491T2S19 29.00 Delantero 24.1% 7.00 63.877 15.419 1 0.462 0.5353527 6.8258 61.4323Post. 01 37.9% 11.00 24.229 1 0.647 3.1452289Post. 02 37.9% 11.00 24.229 1 0.647 3.1452289T2S27 36.00 Delantero 19.4% 7.00 79.295 15.419 1 0.462 0.5353527 5.6916 39.8410Post. 01 30.6% 11.00 24.229 1 0.647 3.1452289Post. 02 50.0% 18.00 39.648 2 0.533 2.0109866T3S112 36.00 Delantero 19.4% 7.00 79.295 15.419 1 0.462 0.5353527 5.6916 68.2988Post. 01 50.0% 18.00 39.648 2 0.533 2.0109866Post. 02 30.6% 11.00 24.229 1 0.647 3.1452289T3S318 50.00 Delantero 14.0% 7.00 110.132 15.419 1 0.462 0.5353527 4.3376 78.0770Post. 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 26.5104C3R23 47.00 Delantero 14.9% 7.00 103.524 15.419 1 0.462 0.5353527 8.8368 26.5104Post. 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 3.1452289INDICE MEDIO DIARIO ANUAL 1537 = 412.5265CARRETERA SENTIDO ESTACIONAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000SUR - NORTEOVALO TARAPACADIALUNES, 13 DE J ULIO DEL 201FECHALUNES, 20 DE J ULIO DEL 201CUADRO N 05 VOLUMEN Y CLASIFICACION VEHICULAR55PERIODO MOTO AUTO STATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMION SEMITRAYLE RTRAILERMAANA07:0007:1507:3007:45____07:1507:3007:4508:001 3 2 2 0 0 0 0 0 02 5 4 2 0 0 0 0 0 03 15 15 5 0 2 0 0 0 05 20 18 6 0 3 0 0 0 0TOTAL 11 43 39 15 0 5 0 0 0 008:0008:1508:3008:45____08:1508:3008:4509:001 9 9 0 0 0 0 1 0 01 10 9 2 0 0 0 1 2 03 9 8 5 0 2 0 2 0 01 10 10 8 0 2 2 1 0 0TOTAL 6 38 36 15 0 4 2 5 2 0MEDIO DIA11:0011:1511:3011:45____11:1511:3011:4512:001 4 7 2 0 1 0 0 0 00 3 9 2 0 1 0 1 2 01 3 8 2 0 1 0 3 1 01 5 12 3 0 1 0 2 0 1TOTAL 3 15 36 9 0 4 0 6 3 112:0012:1512:3012:45____12:1512:3012:4513:001 10 8 4 0 0 0 1 0 02 8 7 1 0 2 0 1 1 10 8 7 3 0 0 0 1 2 00 10 6 3 0 0 0 0 0 0TOTAL 3 36 28 11 0 2 0 3 3 1NOCHE18:0018:1518:3018:45____18:1518:3018:4519:003 10 8 4 1 2 0 0 0 01 10 10 3 0 0 0 0 0 01 9 10 4 2 1 0 0 0 01 9 8 3 1 1 0 0 0 0TOTAL 6 38 36 14 4 4 0 0 0 019:0019:1519:3019:45____19:1519:3019:4520:003 10 8 4 1 0 0 0 0 01 12 9 3 1 1 0 0 0 00 8 13 4 2 2 0 0 0 01 9 7 2 1 1 0 0 0 0TOTAL 5 39 37 13 5 4 0 0 0 0PROMEDIO HORA PUNTA6 35 35 13 2 4 0 2 1 0CARRETERA UBICACIN ESTACIONAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000SUR - NORTEOVALO TARAPACADIA LUNES, 13 DE J ULIODEL 2015FECHA LUNES, 20 DE J ULIODEL 2015CUADRO N 06 VOLUMEN Y CLASIFICACION VEHICULARHORA MOTO AUTO STATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMION SEMITRAYLE RTRAILER08:00 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 0HORA TOTAL DE VEHICULOS08:00 11309:00 10812:00 7713:00 8719:00 10220:00 103113108778710210360402008010012008:00 09:00 12:00 13:00 19:00 20:00Veh./HoraHorasTotal de vehculosGrfico Variacin Horaria del Volumen Vehicular S - NCARRETERA SENTIDO ESTACIONAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000NORTE - SUROVALO TARAPACADIALUNES, 13 DE J ULIO DEL 201FECHALUNES, 20 DE J ULIO DEL 201CUADRO N 07 VOLUMEN Y CLASIFICACION VEHICULAR55PERIODO MOTO AUTO STATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMION SEMITRAYLE RTRAILERMAANA07:0007:1507:3007:45____07:1507:3007:4508:000 3 2 2 0 0 0 0 0 02 9 4 2 0 0 0 0 0 00 15 12 4 0 2 0 0 0 04 8 14 4 0 3 0 0 0 0TOTAL 6 35 32 12 0 5 0 0 0 008:0008:1508:3008:45____08:1508:3008:4509:000 9 8 0 0 0 0 4 0 01 9 5 2 0 0 0 3 2 01 8 8 5 0 2 0 2 3 00 9 7 6 0 2 2 1 2 0TOTAL 2 35 28 13 0 4 1 10 7 0MEDIO DIA11:0011:1511:3011:45____11:1511:3011:4512:001 8 1 2 0 0 0 0 0 00 5 2 1 0 0 0 0 0 00 7 5 2 0 1 0 0 1 01 7 5 0 0 1 0 0 0 0TOTAL 2 27 13 5 0 2 0 0 1 012:0012:1512:3012:45____12:1512:3012:4513:000 4 5 4 0 0 0 1 0 02 1 4 3 0 2 0 1 1 00 1 7 0 0 2 0 1 0 00 1 3 0 0 0 0 0 0 0TOTAL 2 7 19 7 0 4 0 3 1 0NOCHE18:0018:1518:3018:45____18:1518:3018:4519:002 6 8 4 1 1 0 0 0 02 12 7 2 1 0 0 0 0 03 8 6 4 1 3 0 0 0 02 9 7 3 1 1 0 0 0 0TOTAL 9 35 28 13 4 5 0 0 0 019:0019:1519:3019:45____19:1519:3019:4520:003 10 8 4 0 0 0 0 0 01 11 6 3 4 2 0 0 0 02 9 13 6 1 2 0 0 0 01 9 4 0 0 0 0 0 0 0TOTAL 7 39 31 13 5 4 0 0 0 0PROMEDIO HORA PUNTA5 30 25 11 2 4 0 2 2 0CARRETERA UBICACIN ESTACIONAVENIDA TARAPACA (EX COLLPA) KM0+000 AL KM 06+000NORTE - SUROVALO TARAPACADIA LUNES, 13 DE J ULIODEL 2015FECHA LUNES, 20 DE J ULIODEL 2015CUADRO N 08 VOLUMEN Y CLASIFICACION VEHICULARHORA MOTO AUTO STATION WAGONCAMIONETA PICK UPCAMIONETA PANELCOMBI BUS CAMION SEMITRAYLE RTRAILER08:00 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 0HORA TOTAL DE VEHICULOS08:00 9009:00 10012:00 5013:00 4319:00 9420:00 99Grfico Variacin Horaria del Volumen Vehicular120113108100102 103878077aroH/ 60.hVe4020008:00 09:00 12:00 13:00 19:00 20:00HorasTotal de vehculos949080605010043992004010012008:00 09:00 12:00 13:00 19:00 20:00Veh./HoraHorasTOTAL DE VEHICULOSGrfico Variacin Horaria del Volumen Vehicular N - STRAMO DE LA CARRETERA AVENIDA TARAPACA (EX COLLPA) KM0+000AL KM06+000UBICACIN DEPARTAMENTO, PROVINCIA Y DISTRITO DE TACNAESTACION OVALO TARAPACAPerodo de diseo(aos) 20SN o D 4Pt 2.5CUADRO N 09 EQUIVALENTE DE 18 KIPS EN CARGA DE EJES SIMPLESTipo de Vehculo Cantidad de Vehiculos diariosFactor de crecimientoTrnsito de diseoESALs FactorESALs de diseoVeniculos ligeros 100 5% 1206690 0.00001 16.77876797Motos 33.06Autos 561 33.06 6769530.9 0.0035 23476.6372StationWagon 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 VEHICULOS 1537 ESALs de 11823689.32Factor de Direccin: 0.5Factor de Carril: 1ESALs por carril de trnsito: 0.5 x 1 x 11,823,689.32 = 5911844.7
