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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