ESTAD INEIDatos Generales : DistritoDistritoGROCIO PRADOProvinciaCHINCHADepartamentoICADispositivo de CreacinLEYNro. del Dispositivo de Creacin10044Fecha de Creacin12/7/44CapitalSAN PEDROAltura capital(m.s.n.m.)90Poblacin Censada - 200518658Superficie(Km2)190.53Densidad de Poblacin(Hab/Km2)97.9Nombre del alcaldeCARLOS ALBERTO TORRES TASAYCODireccinPlaza Principal N? 101Telfono265344Fax-Mail-Frecuencia de Radio-Centros Poblados : (Informacin correspondiente al Censo 2005)Caractersticas de la Poblacin Censo 2005Poblacin Censada18,658Poblacin Urbana16,472Poblacin Rural2,186Poblacin Censada Hombres9,198Poblacin Censada Mujeres9,460Tasa Crecimiento Intercensal (1981 - 1993)2Poblacin de 15 aos y ms12,865Porcentaje de la poblacinde 15 aos y ms69Tasa de Analfabetismo de la poblacin de 15 y ms aos3Porcentaje de la poblacin de 15 o ms aos, Total con primaria completa o menos23Servicios Bsicos de la Vivienda Censo 2005Total de Viviendas Particulares5,414Viviendas con Servicio de Desague1,450Vivendas con alumbrado elctrico2,999CENTROS POBLADOS DEL DISTRITOINDECINombreAreaViviendasSAN PEDROURBANO4,28816,676CURITACANARURAL418CORRALONESRURAL224CHUSPARURAL1635PAYAMARCARURAL325LA CAPILLARURAL1945CONOCHERURAL5039HACIENDA VIEJARURAL714EL OLIVORURAL16BUENA VISTARURAL3854CANTA GALLORURAL55PAUNARURAL1826PAMPA DE OCORURAL8268VILLA SOLRURAL3760ROTONDORURAL66EL AMARILLORURAL3310SAN BENIT0RURAL108300YATACORURAL6248MAL PASORURAL215TOTORITASRURAL1221VILLA DEL MARRURAL3135RIO BRAVORURAL636JAHUAYRURAL8390NUEVO AYACUCHORURAL4920BODEGARURAL100EL COLORADORURAL380SAN ANTONIORURAL210

Centros Poblados : (Informacin correspondiente al Censo 2005)

ESTUDIO TRAFICOESTUDIO DE TRAFICOCASERIOLA ENCANTADAESTACIONIngreso a La EncantadaSENTIDOAMBOS SENTIDOSCODIGO DE LA ESTACIONE-01UBICACINLA ENCANTADA - CHULUCANAS - MORROPON - PIURAFECHADel 17 al 23 de setiembre del 2012HORABICICLETACARRETA DE TIROMOTO TAXIMOTO FURGONMOTOAUTOCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALPORC. %PICKUPRURAL Combi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studio elaborado por el consultor. 2014NO MOTORIZADOS5525%V EHICULOS MENORES8639%VEHICULOS LIVIANOS4320%VEHICULOS PESADOS3616%220100%TramoLA ENCANTADAUbicacinLA ENCANTADACod EstacionE-01SentidoAMBOS SENTIDOSEstacion1DiaMARTESFecha8-Dec-14HoraBicicletaCarreta de TiroMoto TaxiMoto FurgnMotoAutoCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALporc.1%PICKUPRURAL Combi2E3E2E3E4E2S1/2S22S33S1/3S2>=3S32T22T33T23T300-010%01-0200%02-0300%03-0400%04-0500%05-0600%06-0700%07-086101624122122115010%08-09781335111111429%09-10791434121112459%10-11671433121378%11-12691234214418%12-13481243111347%13-1438154413388%14-1558142212211388%15-165911444378%16-17881622123429%17-18581844121439%18-193710343321367%19-2000%20-2100%21-2200%22-2300%23-2400%TOTAL659916537433125340427900004300483100%%13%20%34%8%9%1%2%1%1%1%0%1%6%2%0%0%0%0%1%1%0%0%100%TramoLA ENCANTADAUbicacinLA ENCANTADACod EstacionE-01SentidoAMBOS SENTIDOSEstacion1DiaJUEVESFecha11-Dec-14HoraBicicletaCarreta de TiroMoto TaxiMoto FurgnMotoAutoCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALporc.1%PICKUPRURAL Combi2E3E2E3E4E2S1/2S22S33S1/3S2>=3S32T22T33T23T300-010%01-0200%02-0300%03-0400%04-0500%05-0600%06-0700%07-085915341211419%08-0966142511211111429%09-107915351111214610%10-1167143421111408%11-125813452114439%12-134811431121357%13-143716341311398%14-1559133221357%15-1658124313368%16-176915331321439%17-18581644223449%18-1947124232347%19-2000%20-2100%21-2200%22-2300%23-2400%TOTAL6195166404421263304271000003200478100%%13%20%35%8%9%0%3%1%1%1%0%1%6%2%0%0%0%0%1%0%0%0%100%TramoLA ENCANTADAUbicacinLA ENCANTADACod EstacionE-01SentidoAMBOS SENTIDOSEstacion1DiaMiercolesFecha19-Sep-12HoraBicicletaCarreta de TiroMoto TaxiMoto FurgnMotoAutoCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALporc.1%PICKUPRURAL Combi2E3E2E3E4E2S1/2S22S33S1/3S2>=3S32T22T33T23T300-010%01-0200%02-0300%03-0400%04-0500%05-0600%06-0700%07-0800%08-0900%09-1000%10-1100%11-1200%12-1300%13-1400%14-1500%15-1600%16-1700%17-1800%18-1900%19-2000%20-2100%21-2200%22-2300%23-2400%TOTAL000000000000000000000000%%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%TramoMALINGAS - MONTEVERDE ALTOUbicacinINGRESO A PUEBLO LIBRECod EstacionE-01SentidoAMBOS SENTIDOSEstacion1DiajuevesFecha20-Sep-12HoraBicicletaCarreta de TiroMoto TaxiMoto FurgnMotoAutoCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALporc.1%PICKUPRURAL Combi2E3E2E3E4E2S1/2S22S33S1/3S2>=3S32T22T33T23T300-010%01-0200%02-0300%03-0400%04-0500%05-0600%06-0700%07-0800%08-0900%09-1000%10-1100%11-1200%12-1300%13-1400%14-1500%15-1600%16-1700%17-1800%18-1900%19-2000%20-2100%21-2200%22-2300%23-2400%TOTAL000000000000000000000000%%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%TramoMALINGAS - MONTEVERDE ALTOUbicacinINGRESO A PUEBLO LIBRECod EstacionE-01SentidoAMBOS SENTIDOSEstacion1DiaViernesFecha21-Sep-12HoraBicicletaCarreta de TiroMoto TaxiMoto FurgnMotoAutoCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALporc.1%PICKUPRURAL Combi2E3E2E3E4E2S1/2S22S33S1/3S2>=3S32T22T33T23T300-0100%01-0200%02-0300%03-0400%04-0500%05-0600%06-0700%07-0800%08-0900%09-1000%10-1100%11-1200%12-1300%13-1400%14-1500%15-1600%16-1700%17-1800%18-1900%19-2000%20-2100%21-2200%22-2300%23-2400%TOTAL000000000000000000000000%%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%TramoMALINGAS - MONTEVERDE ALTOUbicacinINGRESO A PUEBLO LIBRECod EstacionE-01SentidoAMBOS SENTIDOSEstacion1DiaSbadoFecha22-Sep-12HoraBicicletaCarreta de TiroMoto TaxiMoto FurgnMotoAutoCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALporc.1%PICKUPRURAL Combi2E3E2E3E4E2S1/2S22S33S1/3S2>=3S32T22T33T23T300-0100%01-0200%02-0300%03-0400%04-0500%05-0600%06-0700%07-0800%08-0900%09-1000%10-1100%11-1200%12-1300%13-1400%14-1500%15-1600%16-1700%17-1800%18-1900%19-2000%20-2100%21-2200%22-2300%23-2400%TOTAL000000000000000000000000%%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%TramoMALINGAS - MONTEVERDE ALTOUbicacinINGRESO A PUEBLO LIBRECod EstacionE-01SentidoAMBOS SENTIDOSEstacion1DiaDomingoFecha23-Sep-12HoraBicicletaCarreta de TiroMoto TaxiMoto FurgnMotoAutoCAMIONETASMICROBUSCAMIONSEMI TRAYLERTRAYLERTOTALporc.1%PICKUPRURAL Combi2E3E2E3E4E2S1/2S22S33S1/3S2>=3S32T22T33T23T300-0100%01-0200%02-0300%03-0400%04-0500%05-0600%06-0700%07-0800%08-0900%09-1000%10-1100%11-1200%12-1300%13-1400%14-1500%15-1600%16-1700%17-1800%18-1900%19-2000%20-2100%21-2200%22-2300%23-2400%TOTAL000000000000000000000000%%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%0%

&LRevisado por MDI Ing Arevalo Lay Victor

ESTUDIO TRAFICO

FLUJO VEHICULAR HORARIO

PROYECCION POBLACION - IMD

&APage &PCANTIDADPORCENTAJETIPOS DE VEHICULOSCANTIDADPORCENTAJECOMPOSICION DEL TRAFICO VEHICULAR

EJES EQUIVALENTESCUADRO 1PROYECCION DE LA POBLACION Y EL IMDcrecimiento de la poblacionCALCULO POBLACION DIRECTAA;OPoblacionIMDPtPo( 1+ r )nrnLONGITUD CALLE2502778.9426981.033%1FRENTE DE LOTE10026980286226981.063%2NO DE LOTES44127790294826981.093%3HABITAS LOTE5228620303726981.133%4POBLACION DIRECTA2698CASO YAUYOS SE INGRESA DATO329480312826981.163%5430370322226981.193%6531280331826981.233%7632220341826981.273%8733180352026981.303%9834180362626981.343%10935200373526981.383%111036260384726981.433%121137350396226981.473%131238470408126981.513%141339620420326981.563%151440810432926981.603%161542030445926981.653%171643290459326981.703%181744590473126981.753%191845930487326981.813%2019473102048730Nota: Poblacion de la calle del proyecto500Crecimiento del IMDPtPo( 1+ r )nrn001.033%1H 40 ES LA MEDIDA DE J74 O J77 SEGN SEA URBANO O RURAL.001.063%2001.093%3001.133%4001.163%5001.193%6001.233%7001.273%8001.303%9001.343%10001.383%11001.433%12001.473%13001.513%14001.563%15001.603%16001.653%17001.703%18001.753%19001.813%20NOTA: ESTA FORMULA ES PARA VER EL imd DE CADA ANO, NO CONFUNDIR CON LA FORMULA DE IMD ACUMULLADO PARA DISENO DE PAVIMENTONOTA: COMO LA POBLACION ES DE .. PERSONAS, ANALIZAMOS EL TRAFICO ACTUAL CON LA POBLACION TOTAL LO QUE NOS DA UNA RELACION DE f= ..CON LO QUE EL TRAFICO ESTIMADO SERIA.POBLACION TOTAL16,472VEHICULOS DIA207POBLACION DIRECTA2698VEHICULOS PROYECTADOS34VEHICULOS MENORES0%0bicicletas y motosVEHICULOS AUTOMOTORES0%0IMD DE DISENONo de Vehiculos automores que posiblemente transitarian por la calle0en el caso de caminos rurales consideramos el IMD DE LA MEDICION.

EJES EQUIVALENTES (2)PROYECTOMEJORAMIENTO DE CALLES EN EL CENTRO POBLADO LA ENCANTADATramo:Vias Colectoras y localesNOTA: COMO LA ESTACION SE UBICO EN LA PLAZA, ASUMIMOS EL .% DE LA MEDICION PARA LA CALLE Clculo del N de repeticiones de Eje Equivalentes ( 8.2Tn)ExpFactor deAutomovilFactor deCamionetaCRCaminTotalTotalBusCamionesCamionesArticuladoTotalCrecimientoCrecimiento2E2E2E3ETrfico Normal440223934ESTUDIO TRAFICOTrfico Generado 30%1102.20.30.9310%Trafico Total5502441038ADOPTAMOSFc x Fp0.70000Tasa crecimiento=R1.30000.4000R/100 = r0.01300.00401+r1.01301.0040Dias del ao365365365Factor Carril1.00IMDa x FcxFpx36501,02202014Ao base del estudio201511.0000001.000001,022001,0221.02E+03201622.0130002.004002,048002,0482.05E+03201733.0391703.012023,078003,0783.08E+03201844.0786804.024064,113004,1134.11E+03201955.1317005.040165,151005,1515.15E+03202066.1984106.060326,194006,1946.19E+03202177.2789907.084567,240007,2407.24E+03202288.3736208.112908,291008,2918.29E+03202399.4824809.145359,347009,3479.35E+0320241010.60575010.1819310,4060010,4061.04E+0420251111.74362011.2226611,4700011,4701.15E+0420261212.89629012.2675512,5370012,5371.25E+0420271314.06394013.3166213,6100013,6101.36E+0420281415.24677014.3698914,6860014,6861.47E+0420291516.44498015.4273715,7670015,7671.58E+0420301617.65877016.4890816,8520016,8521.69E+0420311718.88833017.5550317,9410017,9411.79E+0420321820.13388018.6252519,0350019,0351.90E+0420331921.39562019.6997620,1330020,1332.01E+0420342022.67376020.7785521,2360021,2362.12E+0420352123.96852021.8616722,3430022,3432.23E+04DATO PARA DISENO DE PAVIMENTOStp4PAVIMENTOS DE BAJO VOLUMENTRAFICO MEDIOTIPO DE TRAFICO Tp3FACTORES DESTRUCTIVOSB2Estacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor PresionFactor ResultanteTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1B23.007.000.01080.49070.5015909081811.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.5015708063721.01.00.01080.490660.50151B23.007.000.01080.49070.501510011090991.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.501510010090901.41.10.01520.539720.55491B23.007.000.01080.49070.50151009090811.41.10.01520.539720.5549Promedio3.00007.00000.01250.534820.54728FACTORES DESTRUCTIVOSC2EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor de PresionFactor de PresionTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501580807272110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501555605054110.01080.49070.50151C 2E3.007.000.01080.49070.501535403236110.01080.49070.50151C 2E3.007.000.01080.49070.501570806372110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501580807272110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.5015Promedio0.01080.49070.50150.010840.49070.50149FACTORES DESTRUCTIVOSC3EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresin de ContactoFactor de PresionFactor de CargaTotalVehiculoE1E2E3F1F2SimpleTandemTandemSimpleTandem1C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.7785758080687272110.10790.67060.77851C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.7785758080687272110.10790.67060.77851C 3E5.009.009.000.10792.07792.1858758080687272110.10792.07792.18581C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.1858758080687272110.10792.07792.18581C 3E5.007.007.000.10790.67060.7785708080637272110.10790.67060.77851C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580908072817211.10.10790.73770.84561C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.18589090908181811.11.10.11872.28562.40441C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84560.10791.29601.404079878771.078.578.0110.10851.39141.49991.40401.4999

EJES EQUIVALENTES (2)6135.6512394.01318777.5432625288.744125231930.16900770438704.422387858145614.160835615252662.094052327559850.985933374167183.655652041674662.978765082382291.888340384190073.376107191798010.4936293356106106.353501922114364.130571961122787.0631834131378.454447068140141.673536009149080.157006729158197.410146864

CRECIMIENTO EAL

EJES EQUIVALENTES (3)PROYECTOMEJORAMIENTO DE CALLES EN EL CENTRO POBLADO LA ENCANTADATramo:Vias residencialesNOTA: COMO LA ESTACION SE UBICO EN LA PLAZA, ASUMIMOS EL .% DE LA MEDICION PARA LA CALLE Clculo del N de repeticiones de Eje Equivalentes ( 8.2Tn)ExpFactor deBusFactor deCamionesCamionesArticuladoTotalTotalBusCamionesCamionesArticuladoTotalCrecimiento2ECrecimiento2E3E2E2E3ETrfico Normal62792440223934ESTUDIO TRAFICOTrfico Generado 20%1520902.20.30.9310%Trafico Total7321125302441038ADOPTAMOSFc x Fp1.850001.150002.0000004.3500Tasa crecimiento=R0.90002.0000R/100 = r0.00900.02001+r1.00901.0200Dias del ao365365365365Factor Carril0.500.500.500.50IMDa x FcxFpx3652,4316,8003,9421,9052014Ao base del estudio201511.000002,4311.000006,8003,9421,90515,0781.51E+04201622.009004,8842.0200013,7367,9633,84930,4313.04E+04201733.027087,3593.0604020,81111,9335,83145,9334.59E+04201844.054329,8564.1216128,02715,9827,85361,7176.17E+04201955.0908112,3755.2040435,38720,0689,91577,7467.77E+04202066.1366314,9186.3081242,89524,19112,01994,0229.40E+04202177.1918617,4837.4342850,55328,35014,165110,5501.11E+05202288.2565920,0718.5829758,36432,54716,353127,3351.27E+05202399.3309022,6829.7546366,33136,78218,585144,3811.44E+0520241010.4148725,31810.9497274,45841,05520,863161,6931.62E+0520251111.5086127,97612.1687282,74745,36723,185179,2751.79E+0520261212.6121930,65913.4120991,20249,71725,554197,1321.97E+0520271313.7257033,36614.6803399,82654,10727,970215,2682.15E+0520281414.8492336,09715.97394108,62258,53630,435233,6902.34E+0520291515.9828738,85317.29342117,59463,00432,949252,4012.52E+0520301617.1267241,63318.63929126,74667,51435,513271,4062.71E+0520311718.2808644,43920.01207136,08172,06338,129290,7122.91E+0520321819.4453847,27021.41231145,60376,65440,797310,3233.10E+0520331920.6203950,12622.84056155,31581,28643,518330,2443.30E+0520342021.8059853,00824.29737165,22185,95946,294350,4823.50E+0520352123.0022355,91625.78332175,32590,67549,125371,0413.71E+05DATO PARA DISENO DE PAVIMENTOStp4PAVIMENTOS DE BAJO VOLUMENTRAFICO MEDIOTIPO DE TRAFICO Tp2FACTORES DESTRUCTIVOSB2Estacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor PresionFactor ResultanteTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1B27.0011.001.27283.33484.6077909081811.11.11.40013.668315.06841B23.505.500.07420.19450.26879010081901.11.10.08160.213920.29561B27.0011.001.27283.33484.60779010081901.11.11.40013.668315.06841B23.505.500.07420.19450.2687708063721.01.00.07420.194470.26871B27.0011.001.27283.33484.607710011090991.11.11.40013.668315.06841B23.505.500.07420.19450.26879010081901.11.10.08160.213920.29561B27.0011.001.27283.33484.60779010081901.11.11.40013.668315.06841B23.505.500.07420.19450.26879010081901.11.10.08160.213920.29561B27.0011.001.27283.33484.607710010090901.41.11.78203.668315.45031B23.505.500.07420.19450.26871009090811.41.10.10390.213920.3178Promedio5.25008.25000.78061.939172.71972FACTORES DESTRUCTIVOSC2EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor de PresionFactor de PresionTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1C 2E7.0011.001.27283.33484.607755555050111.27283.33484.60771C 2E3.505.500.07420.19450.268755555050110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268780807272110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268755555050110.07420.19450.26871C 2E7.0011.001.27283.33484.607755605054111.27283.33484.60771C 2E3.505.500.07420.19450.268735403236110.07420.19450.26871C 2E7.0011.001.27283.33484.607770806372111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607755505045111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268780807272110.07420.19450.26871C 2E7.0011.001.27283.33484.607755505045111.27283.33484.60771C 2E3.505.500.07420.19450.268755505045110.07420.19450.26871C 2E3.007.000.03950.52270.562250604554110.03950.52270.5622Promedio0.64331.70552.34880.643341.70552.34884FACTORES DESTRUCTIVOSC3EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresin de ContactoFactor de PresionFactor de CargaTotalVehiculoE1E2E3F1F2SimpleTandemTandemSimpleTandem1C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.5544758080687272110.32041.23411.55441C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.5544758080687272110.32041.23411.55441C 3E7.009.009.001.27283.45804.7308758080687272111.27283.45804.73081C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.7308758080687272111.27283.45804.73081C 3E5.007.007.000.32041.23411.5544708080637272110.32041.23411.55441C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480908072817211.10.32041.35751.67781C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.73089090908181811.11.11.40013.80385.20391C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67780.79662.34603.142679878771.078.578.0110.80372.52163.32533.14263.3253

EJES EQUIVALENTES (3)6135.6512394.01318777.5432625288.744125231930.16900770438704.422387858145614.160835615252662.094052327559850.985933374167183.655652041674662.978765082382291.888340384190073.376107191798010.4936293356106106.353501922114364.130571961122787.0631834131378.454447068140141.673536009149080.157006729158197.410146864

CRECIMIENTO EAL

EJES EQUIVALENTES EXPOPROYECTOMEJORAMIENTO DE CALLES EN EL CENTRO POBLADO LA ENCANTADATramo:Vias residencialesNOTA: COMO LA ESTACION SE UBICO EN LA PLAZA, ASUMIMOS EL .% DE LA MEDICION PARA LA CALLE Clculo del N de repeticiones de Eje Equivalentes ( 8.2Tn)ExpFactor deBusFactor deCamionesCamionesArticuladoTotalTotalBusCamionesCamionesArticuladoTotalCrecimiento2ECrecimiento2E3E2E2E3ETrfico Normal41371250223934ESTUDIO TRAFICOTrfico Generado 20%1310502.20.30.9310%Trafico Total516813002441038ADOPTAMOSFc x Fp1.850001.150002.0000004.3500Tasa crecimiento=R0.90002.0000R/100 = r0.00900.02001+r1.00901.0200Dias del ao365365365365Factor Carril0.500.500.500.50IMDa x FcxFpx3651,6213,2743,0669532014Ao base del estudio201511.000001,6211.000003,2743,0669538,9138.91E+03201622.009003,2562.020006,6146,1931,92417,9871.80E+04201733.027084,9063.0604010,0209,2812,91527,1222.71E+04201844.054326,5704.1216113,49412,4313,92636,4223.64E+04201955.090818,2505.2040417,03815,6084,95845,8554.59E+04202066.136639,9456.3081220,65318,8156,00955,4225.54E+04202177.1918611,6557.4342824,34022,0507,08265,1286.51E+04202288.2565913,3818.5829728,10125,3158,17774,9737.50E+04202399.3309015,1229.7546331,93728,6099,29384,9608.50E+0420241010.4148716,87810.9497235,85031,93210,43195,0929.51E+0420251111.5086118,65112.1687239,84135,28511,593105,3701.05E+0520261212.6121920,43913.4120943,91238,66912,777115,7971.16E+0520271313.7257022,24414.6803348,06442,08313,985126,3761.26E+0520281414.8492324,06515.9739452,29945,52815,218137,1091.37E+0520291515.9828725,90217.2934256,62049,00316,475147,9991.48E+0520301617.1267227,75618.6392961,02652,51117,757159,0491.59E+0520311718.2808629,62620.0120765,52156,04919,064170,2601.70E+0520321819.4453831,51321.4123170,10559,62020,398181,6361.82E+0520331920.6203933,41722.8405674,78163,22221,759193,1801.93E+0520342021.8059835,33924.2973779,55166,85723,147204,8942.05E+0520352123.0022337,27725.7833284,41670,52524,562216,7812.17E+05DATO PARA DISENO DE PAVIMENTOStp4PAVIMENTOS DE BAJO VOLUMENTRAFICO MEDIOTIPO DE TRAFICO Tp2FACTORES DESTRUCTIVOSB2Estacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor PresionFactor ResultanteTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1B27.0011.001.27283.33484.6077909081811.11.11.40013.668315.06841B23.505.500.07420.19450.26879010081901.11.10.08160.213920.29561B27.0011.001.27283.33484.60779010081901.11.11.40013.668315.06841B23.505.500.07420.19450.2687708063721.01.00.07420.194470.26871B27.0011.001.27283.33484.607710011090991.11.11.40013.668315.06841B23.505.500.07420.19450.26879010081901.11.10.08160.213920.29561B27.0011.001.27283.33484.60779010081901.11.11.40013.668315.06841B23.505.500.07420.19450.26879010081901.11.10.08160.213920.29561B27.0011.001.27283.33484.607710010090901.41.11.78203.668315.45031B23.505.500.07420.19450.26871009090811.41.10.10390.213920.3178Promedio5.25008.25000.78061.939172.71972FACTORES DESTRUCTIVOSC2EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor de PresionFactor de PresionTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1C 2E7.0011.001.27283.33484.607755555050111.27283.33484.60771C 2E3.505.500.07420.19450.268755555050110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268780807272110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268755555050110.07420.19450.26871C 2E7.0011.001.27283.33484.607755605054111.27283.33484.60771C 2E3.505.500.07420.19450.268735403236110.07420.19450.26871C 2E7.0011.001.27283.33484.607770806372111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607755505045111.27283.33484.60771C 2E3.505.500.07420.19450.268750604554110.07420.19450.26871C 2E7.0011.001.27283.33484.607750604554111.27283.33484.60771C 2E3.505.500.07420.19450.268780807272110.07420.19450.26871C 2E7.0011.001.27283.33484.607755505045111.27283.33484.60771C 2E3.505.500.07420.19450.268755505045110.07420.19450.26871C 2E3.007.000.03950.52270.562250604554110.03950.52270.5622Promedio0.64331.70552.34880.643341.70552.34884FACTORES DESTRUCTIVOSC3EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresin de ContactoFactor de PresionFactor de CargaTotalVehiculoE1E2E3F1F2SimpleTandemTandemSimpleTandem1C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.5544758080687272110.32041.23411.55441C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.5544758080687272110.32041.23411.55441C 3E7.009.009.001.27283.45804.7308758080687272111.27283.45804.73081C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.7308758080687272111.27283.45804.73081C 3E5.007.007.000.32041.23411.5544708080637272110.32041.23411.55441C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480908072817211.10.32041.35751.67781C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.73089090908181811.11.11.40013.80385.20391C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67781C 3E7.009.009.001.27283.45804.730880909072818111.11.27283.80385.07661C 3E5.007.007.000.32041.23411.554480909072818111.10.32041.35751.67780.79662.34603.142679878771.078.578.0110.80372.52163.32533.14263.3253

EJES EQUIVALENTES EXPO6135.6512394.01318777.5432625288.744125231930.16900770438704.422387858145614.160835615252662.094052327559850.985933374167183.655652041674662.978765082382291.888340384190073.376107191798010.4936293356106106.353501922114364.130571961122787.0631834131378.454447068140141.673536009149080.157006729158197.410146864

CRECIMIENTO EAL

EJES EQUIVALENTESLINEALPROYECTOMEJORAMIENTO DE CALLES EN EL CENTRO POBLADO LA ENCANTADATramo:Vias Colectoras y localesNOTA: COMO LA ESTACION SE UBICO EN LA PLAZA, ASUMIMOS EL .% DE LA MEDICION PARA LA CALLE Clculo del N de repeticiones de Eje Equivalentes ( 8.2Tn)ExpFactor deBusFactor deCamionesCamionesArticuladoTotalTotalBusCamionesCamionesArticuladoTotalCrecimiento2ECrecimiento2E3E2E2E3ETrfico Normal410179400223934ESTUDIO TRAFICOTrfico Generado 20%1232802.20.30.9310%Trafico Total51220114802441038ADOPTAMOSFc x Fp1.850001.150002.0000004.3500Tasa crecimiento=R0.90002.0000R/100 = r0.00900.02001+r1.00901.0200Dias del ao365365365365Factor Carril0.500.500.500.50IMDa x FcxFpx3651,6212,5197,4468,5742014Ao base del estudio201511.000001,6211.000002,5197,4468,57420,1592.02E+04201622.009003,2562.020005,08715,04117,31940,7034.07E+04201733.027084,9063.060407,70822,54026,23961,3926.14E+04201844.054326,5704.1216110,38030,18935,33882,4778.25E+04201955.090818,2505.2040413,10637,90644,619103,8811.04E+05202066.136639,9456.3081215,88745,69354,085125,6101.26E+05202177.1918611,6557.4342818,72353,55163,740147,6691.48E+05202288.2565913,3818.5829721,61661,47973,589170,0641.70E+05202399.3309015,1229.7546324,56769,47883,635192,8011.93E+0520241010.4148716,87810.9497227,57777,54993,881215,8862.16E+0520251111.5086118,65112.1687230,64785,693104,333239,3242.39E+0520261212.6121920,43913.4120933,77893,910114,993263,1212.63E+0520271313.7257022,24414.6803336,972102,202125,867287,2852.87E+0520281414.8492324,06515.9739440,230110,567136,958311,8213.12E+0520291515.9828725,90217.2934243,553119,008148,271336,7353.37E+0520301617.1267227,75618.6392946,943127,526159,810362,0353.62E+0520311718.2808629,62620.0120750,400136,119171,580387,7263.88E+0520321819.4453831,51321.4123153,927144,790183,586413,8164.14E+0520331920.6203933,41722.8405657,524153,539195,832440,3124.40E+0520342021.8059835,33924.2973761,193162,367208,322467,2214.67E+0520352123.0022337,27725.7833264,935171,275221,062494,5504.95E+05DATO PARA DISENO DE PAVIMENTOStp4PAVIMENTOS DE BAJO VOLUMENTRAFICO MEDIOTIPO DE TRAFICO Tp2FACTORES DESTRUCTIVOSB2Estacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor PresionFactor ResultanteTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1B23.007.000.01080.49070.5015909081811.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.5015708063721.01.00.01080.490660.50151B23.007.000.01080.49070.501510011090991.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.501510010090901.41.10.01520.539720.55491B23.007.000.01080.49070.50151009090811.41.10.01520.539720.5549Promedio3.00007.00000.01250.534820.54728FACTORES DESTRUCTIVOSC2EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor de PresionFactor de PresionTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501580807272110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501555605054110.01080.49070.50151C 2E3.007.000.01080.49070.501535403236110.01080.49070.50151C 2E3.007.000.01080.49070.501570806372110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501580807272110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.5015Promedio0.01080.49070.50150.010840.49070.50149FACTORES DESTRUCTIVOSC3EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresin de ContactoFactor de PresionFactor de CargaTotalVehiculoE1E2E3F1F2SimpleTandemTandemSimpleTandem1C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.7785758080687272110.10790.67060.77851C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.7785758080687272110.10790.67060.77851C 3E5.009.009.000.10792.07792.1858758080687272110.10792.07792.18581C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.1858758080687272110.10792.07792.18581C 3E5.007.007.000.10790.67060.7785708080637272110.10790.67060.77851C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580908072817211.10.10790.73770.84561C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.18589090908181811.11.10.11872.28562.40441C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84560.10791.29601.404079878771.078.578.0110.10851.39141.49991.40401.4999

EJES EQUIVALENTESLINEAL6135.6512394.01318777.5432625288.744125231930.16900770438704.422387858145614.160835615252662.094052327559850.985933374167183.655652041674662.978765082382291.888340384190073.376107191798010.4936293356106106.353501922114364.130571961122787.0631834131378.454447068140141.673536009149080.157006729158197.410146864

CRECIMIENTO EAL

TRRLPROYECTOMEJORAMIENTO DE CALLES EN EL CENTRO POBLADO LA ENCANTADATramo:Vias ResidencialesTASA DE CRECIMIENTO LINEALNOTA: COMO LA ESTACION SE UBICO EN LA PLAZA, ASUMIMOS EL .% DE LA MEDICION PARA LA CALLE Clculo del N de repeticiones de Eje Equivalentes ( 8.2Tn)ExpFactor deBusFactor deCamionesCamionesArticuladoTotalTotalBusCamionesCamionesArticuladoTotalCrecimiento2ECrecimiento2E3E2E2E3ETrfico Normal62792440223934ESTUDIO TRAFICOTrfico Generado 20%1520902.20.30.9310%Trafico Total7321125302441038ADOPTAMOSFc x Fp1.850001.150002.0000004.3500Tasa crecimiento=R0.90002.0000R/100 = r0.00900.02001+r1.00901.0200Dias del ao365365365365Factor Carril0.500.500.500.50IMDa x FcxFpx3652,4316,8003,9421,9052014Ao base del estudio201511.009002,4531.020006,9364,0211,94315,3531.54E+04201621.018002,4751.040007,0724,1001,98215,6281.56E+04201731.027002,4971.060007,2084,0482,02015,7731.58E+04201841.036002,5181.080007,3444,0842,05816,0041.60E+04201951.045002,5401.100007,4804,1192,09616,2351.62E+04202061.054002,5621.120007,6164,1552,13416,4671.65E+04202171.063002,5841.140007,7524,1902,17216,6981.67E+04202281.072002,6061.160007,8884,2262,21016,9301.69E+04202391.081002,6281.180008,0244,2612,24817,1611.72E+042024101.090002,6501.200008,1604,2972,28617,3931.74E+042025111.099002,6721.220008,2964,3322,32417,6241.76E+042026121.108002,6931.240008,4324,3682,36317,8561.79E+042027131.117002,7151.260008,5684,4032,40118,0871.81E+042028141.126002,7371.280008,7044,4392,43918,3191.83E+042029151.135002,7591.300008,8404,4742,47718,5501.86E+042030161.144002,7811.320008,9764,5102,51518,7821.88E+042031171.153002,8031.340009,1124,5452,55319,0131.90E+042032181.162002,8251.360009,2484,5812,59119,2441.92E+042033191.171002,8471.380009,3844,6162,62919,4761.95E+042034201.180002,8681.400009,5204,6522,66719,7071.97E+042035211.189002,8901.420009,6564,6872,70619,9391.99E+04DATO PARA DISENO DE PAVIMENTOSPAVIMENTOS DE BAJO VOLUMENTRAFICO MEDIOTIPO DE TRAFICO Tp0FACTORES DESTRUCTIVOSB2Estacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor PresionFactor ResultanteTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1B23.007.000.01080.49070.5015909081811.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.5015708063721.01.00.01080.490660.50151B23.007.000.01080.49070.501510011090991.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.50159010081901.11.10.01190.539720.55161B23.007.000.01080.49070.501510010090901.41.10.01520.539720.55491B23.007.000.01080.49070.50151009090811.41.10.01520.539720.5549Promedio3.00007.00000.01250.534820.54728FACTORES DESTRUCTIVOSC2EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresion de ContactoFactor de PresionFactor de PresionTotalVehiculoE1E2F1F2SimpleSimpleSimpleSimple1C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501580807272110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501555555050110.01080.49070.50151C 2E3.007.000.01080.49070.501555605054110.01080.49070.50151C 2E3.007.000.01080.49070.501535403236110.01080.49070.50151C 2E3.007.000.01080.49070.501570806372110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.50151C 2E3.007.000.01080.49070.501580807272110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501555505045110.01080.49070.50151C 2E3.007.000.01080.49070.501550604554110.01080.49070.5015Promedio0.01080.49070.50150.010840.49070.50149FACTORES DESTRUCTIVOSC3EEstacion: E1SentidoTipo dePeso por EjeFactor de CargaTotalPresion de LlantasPresin de ContactoFactor de PresionFactor de CargaTotalVehiculoE1E2E3F1F2SimpleTandemTandemSimpleTandem1C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.7785758080687272110.10790.67060.77851C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.7785758080687272110.10790.67060.77851C 3E5.009.009.000.10792.07792.1858758080687272110.10792.07792.18581C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.1858758080687272110.10792.07792.18581C 3E5.007.007.000.10790.67060.7785708080637272110.10790.67060.77851C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580908072817211.10.10790.73770.84561C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.185880909072818111.10.10792.28562.39361C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.009.009.000.10792.07792.18589090908181811.11.10.11872.28562.40441C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84561C 3E5.007.007.000.10790.67060.778580909072818111.10.10790.73770.84560.10791.29601.404079878771.078.578.0110.10851.39141.49991.40401.4999

TRRL6135.6512394.01318777.5432625288.744125231930.16900770438704.422387858145614.160835615252662.094052327559850.985933374167183.655652041674662.978765082382291.888340384190073.376107191798010.4936293356106106.353501922114364.130571961122787.0631834131378.454447068140141.673536009149080.157006729158197.410146864

CRECIMIENTO EAL

Hoja1CALCULO DEL TRAFICO CON LA FORMULA DEL TRRLPARA CAMINOS DE BAJO VOLUMENEALIMDM((1+i)n -1)/ln (1+i)ln (1+i)((1+i)n -1)( 1+I )n(1+i)IN0.00E+0050230.00000.0487901105%5%01.18E+0350231.02480.048790.0501.05105%5%12.42E+0350232.10080.048790.1031.10105%5%23.72E+0350233.23070.048790.1581.16105%5%35.08E+0350234.41700.048790.2161.22105%5%46.51E+0350235.66260.048790.2761.28105%5%58.02E+0350236.97060.048790.3401.34105%5%69.60E+0350238.34390.048790.4071.41105%5%71.13E+0450239.78590.048790.4771.48105%5%81.30E+04502311.30000.048790.5511.55105%5%91.48E+04502312.88980.048790.6291.63105%5%101.67E+04502314.55910.048790.7101.71105%5%111.88E+04502316.31180.048790.7961.80105%5%12

Hoja2LIMAPOBLACION ESTIMADA AL 30 DE JUNIO, POR AOS CALENDARIO Y SEXO,SEGN DEPARTAMENTOS, PROVINCIAS Y DISTRITOS 1995-2000DEPARTAMENTO,199519961997199819992000PROVINCIA Y DISTRITOSTOTALHOMBRESMUJERESTOTALHOMBRESMUJERESTOTALHOMBRESMUJERESTOTALHOMBRESMUJERESTOTALHOMBRESMUJERESTOTALHOMBRESMUJERESLIMA678863533457613442874692252134114073511114705751634788443578672719481635469503647866733125736149643716293746619036821743784016LIMA607843929855063092933620567430478053157869633408931118013222288646469331764543288239659460332410683353535672313033049483418182LIMA321485157517163968313140153369159771304572149167155405295899144894151005287257140653146604278804136502142302ANCON223891321491752267613377929922966135479419232591371895412355113890966123844140629782ATE303899151043152856322247160095162152341207169507171700360844179232181612380480188972191508400117198709201408BARRANCO405211891621605404651888221583404081885521553403531882721526402981880021498402431877221471BREA882194140946810880694132146748879194124946670877714117346598876224110146521874744102846446CARABAYLLO119740591766056412526061878633821310346472766307137074676996937514311470677724371491547365475500CHACLACAYO378641863919225386331901019623394171939420023402191978620433410212017820843418232057221251CHORRILLOS232942118317114625238270120972117298243368123555119813248278126027122251253284128558124726257804130842126962CIENEGUILLA101055241486410543546650771099957035296114755948552711952619557571242864425986COMAS427013212182214831434084215605218479440633218850221783446759221853224906452444224660227784457605227205230400EL AGUSTINO159728813327839616059581739788561612338206179172161685822777940816213682500796361625888272379865INDEPENDENCIA192072952309684219268695495971911933039579797506193931960929783919455896396981621951869669898488JESUS MARIA643372908935248631722855034622620292803233997609082752033388597882701332775586922651532177LA MOLINA9008742376477119612245196509261024134815254261108991512355775611548454284612001218025724964553LA VICTORIA2162901056531106372129981040011089972097611024171073442065461008291057172033569926510409120024197737102504LINCE604712752932942595152708332432585752665331922576522622931423567282580730921558052538530420LOS OLIVOS270142132600137542282379138550143829295171144820150351308578151372157206321925157908164017335268164440170828LURIGANCHO108456543165414011069055412552781129705655156419115300577075759311762958869587601199596003059929LURIN388201959019230403302034419986418992113420765435272195221575451562277122385467842359123193MAGDALENA DEL MAR480272177426253474122148625926468052121025595462042093425270456042066124943450032038724616MAGDALENA VIEJA727133269740016709503189139059692253111538110675373035137186658922961036282642832888435399MIRAFLORES867443828548459864493814048309861553800848147858653787347992855743774347831852843761147673PACHACAMAC236251218511440254041309712307273171408213235293741514014234314321619915233334891725816231PUCUSANA426822701998426322661997425822631995425322611992424822571991424322541989PUENTE PIEDRA122732629585977413280868098647101437127368570027155511797227578916731085764815461791099180587304PUNTA HERMOSA409621691927438623222064469724872210503026632367536228382524569530142681PUNTA NEGRA320515771628346517041761374618431903405019912059435521422213465922902369RIMAC191855957999605619097295318956541900949487695218189221944249479718834893981943671874759353893937SAN BARTOLO347915821897349915901909351915991920353916081931355816161942357716251952SAN BORJA106912501735673910927551261580141116905239159299114163535426062111663754699619381191105585463256SAN ISIDRO631062730035806621852689135294612772649734780603802610434276594822571433768585852532433261S. JUAN DE LURIGANCHO634761318643316118654754328542326212674400338386336014693867348094345773713018357675355343731739367037364702S. JUAN DE MIRAFLORES313446155692157754326210161964164246339003168309170694351876174670177206364748181046183702377621187421190200SAN LUIS501402449825642487062378724919473132310724206459612244223519446092178022829432972113922158SAN MARTIN DE PORRES404291197774206517411391201162210229418010204391213619424259207411216848430507210450220057436756213487223269SAN MIGUEL125624586466697812676759155676121279215969268229129088602256886313025460765694891314216130470117SANTA ANITA128260641016415913172165803659181350806747967601138356691036925314163170734708971449077236472543SANTA MARIA DEL MAR2021089421011298218117101226121105234125109242129113SANTA ROSA530028082492539828582540549829112587560029652635570130182683580330722731SANTIAGO DE SURCO219970103684116286224831105931118900229800108268121532234888110645124243239977113034126943245065115422129643SURQUILLO887404239846342873564172045636859934106644927846484041744231833043977343531819593912842831VILLA EL SALVADOR284686141988142698298448148790149658312423155751156672326665162823163842340928169920171008355055176947178108VILLA MARIA DEL TRIUNFO287677143028144649296940147572149368306058152097153961315083156555158528324107161027163080333132165498167634BARRANCA118612595145909811913659773593631196326004159591120133603015983212060860554600541210726080060272BARRANCA488092413324676493362439324943498322464625186503302489525435508002513425666512572536725890PARAMONGA272441371013534270521361313439268531351713336266481341613232264371331313124262201320713013PATIVILCA135796836674313379673566441319266436549130186556646212856647663801270664026304SUPE180739387868618304950687981853396298904187609749901118983986791161920499849220SUPE 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Hoja2

Hoja3trafico para pavimentos rigidostipo de vehiculofactor pavimento rigido 6" y pt=2.0auto1260.00021000kg eje20.0252pickup240.002150040.048rural120.002150040.024micro90.011250060.099bus 2ejes30.01125000.033bus 3 ejes10.7161200080000.7160.0870.6290.716camion 2 ejes180.71612.8880.087camion 3 ejes70.7165.0120.0870.6290.716semitrailer100.08718.84522011 ao3656878.49824.34884.3167147.5014

WZSoPSIMSN