DISEO DE PAVIMENTOS METODO AASHTO 93

MenuDISEO DE PAVIMENTOS METODO AASHTO 1993CONCRETOS DIAMANTE-SAMPERNota:El uso de esta herramienta es de completa reponsabilidad del diseadorPicar en el Boton Para Acceder al Menu Deseado.0

IdentificacionIDENTIFICACION DEL PROYECTO DATOS BASICOSTRABAJO No :001-2000FECHA :July 28, 2010HORA :8:39 AMPAIS :COLOMBIADEPARTAMENTO :TOLIMACIUDAD :ESPINALCOMPAIA :INVERSIONES ROACONTRATISTA :INGEGRALNOMBRE :MOLINOS ROAUBICACION :VIA ESPINAL BOGOTADESCRIPCION :PAVIMENTO ZONA MANIOBRASINGENIERO :LSB-FAB

ImpresionFecha:28-Jul-108:39:23 AMDISEO DE PAVIMENTOS POR METODO ASSHTO DE 1993RESULTADOSProyecto :MOLINOS ROADescripcin :PAVIMENTO ZONA MANIOBRASUbicacin :VIA ESPINAL BOGOTADiseador :LSB-FABDISEO ESPESOR DE LA LOSATipo de Pavimento :J.P.C.P18 Kips ESAL'S :217,998,481Serviciabilidad Inicial :4.50Serviciabilidad Final :2.00Modulo de Ruptura :38.99Kg/Cm2Modulo Elastico del Concreto :263182.5Kg/Cm2Modulo Elastico de la Base :70000Kg/Cm2Espesor de la Base :13.46CmsK - Efectivo :9.9654036229K/Cm2/CmNivel de Confianza :76.60%Desviacin Estandar :0.3910.0276556777Espesor de la Losa Diseado :13.51CmsModulacin de las losas de concreto :Largo :3.5MtsBarras de Amarre:# 4 @ 60 Cms L=90 CmsAncho:3MtsDovelas Pasajuntas:f 1" L = 50 Cm @30 CmAncho de Junta:7mmTipo de Sello:Silicona o Similar3.5Mts13.5CmConcreto Mr 42 K/Cm23Mts13CmRelleno Fluido 30 K/Cm20CmVariable

Bodega Roa

Suelos8:39 AMDATOS BASICOS ESTUDIO DE SUELOSNivel Freatico :2mtsTRABAJO No :001-2000C.B.R. :3%Cota de Fundacion :-1.5mtsESTRATO No. 1Descripcin :Arcilla Limosa HabanaHumedad Natural %15%Limite Liquido %40%Indice de Plasticidad %6%Ensayo de Cono SPT14Golpes/pie% Pasa Tamiz 20015%Con.Materia Organica3%Clasificacion U.S.C.GC Y SCClasificacion AASHTOA-7ESTRATO No. 2Descripcin :Limo Organico MarronHumedad Natural %15%Limite Liquido %40%Indice de Plasticidad %6%Ensayo de Cono SPT14Golpes/pie% Pasa Tamiz 20015%Con.Materia Organica3%Clasificacion U.S.C.GC Y SCClasificacion AASHTOA-7ESTRATO No. 3Descripcin :Arena Limosa Con Vetas Marrones y VerdesHumedad Natural %15%Limite Liquido %40%Indice de Plasticidad %6%Ensayo de Cono SPT14Golpes/pie% Pasa Tamiz 20015%Con.Materia Organica3%Clasificacion U.S.C.GC Y SCClasificacion AASHTOA-7

Trafico8:39 AMCALCULO DE EJES EQUIVALENTESFECHA :July 28, 2010TRABAJO No :001-2000PAIS :COLOMBIADEPARTAMENTO :TOLIMACIUDAD :ESPINALNOMBRE :MOLINOS ROACOMPAIA :INVERSIONES ROAFACTORES DE TRAFICO Y PAVIMENTOEspesor de Losa Presupuestado =8Numero Estructural Pavimento Presupuestado =1Nivel de Servicio Final =2Vida Util de Diseo =10Tasa de Crecimiento Annual =1.0%CALCULO DE EJES EQUIVALENTESR I G I D O S Y F L E X I B L E STipoPesoVehiculosEjesEjesDeDePorRigidosFlexiblesEjeEjeDiaEsal'sEsal'sDe DiseoDe Diseo1161261127558630.000200.02127558630.00.031100031.3866380.10.14124003.43.75114000.30.36246006.84.27000.00.08000.00.09000.00.010000.00.011000.00.012000.00.013000.00.014000.00.015000.00.016000.00.017000.00.018000.00.019000.00.020000.00.021000.00.022000.00.023000.00.024000.00.025000.00.026000.00.027000.00.028000.00.029000.00.030000.00.031000.00.032000.00.033000.00.034000.000000.0000035000.000000.0000036000.000000.00000116126Esal'sCALCULO DE EJES EQUIVALENTESR I G I D O S Y F L E X I B L E SEJEMPLOTipoPesoVehiculosEjesEjesDeDePorRigidosFlexiblesEjeEjeDiaEsal'sEsal'sDe DiseoDe Diseo1,961,4891,368,871112Autos103834212Autos1038343110C-21015,39316,5224124C-210633,501571,2445112C-31033,24435,6336234C-310361,688206,2737112C-2_S-21033,24435,6328216C-2_S-21015,4178,8869234C-2_S-210361,688206,27310112C-2_S-31033,24435,63211234C-2_S-310361,688206,27312334C-2_S-310112,30846,437

Espesor de Losa en PulgadasRecomendado en tabla # 1de Hoja Entradas.Tener Cuidado al Tomar un Valor ya Que Muchas Vias Se Encuentran Por Encima de Su Capacidad Fisica ActualmenteColocar Numero Segun Tipo de Eje:

1 Eje Simple2 Eje Tandem3 Eje TridemPeso del Eje en KipsNumero de Vehiculos que Tienen Ese Eje Por Dia,Colocar Numero Segun Tipo de Eje:

1 Eje Simple2 Eje Tandem3 Eje TridemPeso del Eje en KipsNumero de Vehiculos que Tienen Ese Eje Por Dia,Numero estructural presupuestadoVIDA UTIL DE DISEOPREFERIBLEMENTE MAYOR DE 20 AOS PARA PAVIMENTOS DE CONCRETO POR SER MAS VENTAJOSO ECONOMICAMENTE POR M2

AyudasTABLA 2.2, AASHTO, 1993NIVELES DE CONFIANZA SUGERIDOS SEGUN SU CLASIFICACION FUNCIONALNIVEL DE CONFIANZA RECOMENDADOCLASIFICACION FUNCIONALURBANORURALVIA INTERESTATAL85 - 99.980 - 99.9VIA ARTERIA80 - 9075 - 95VIA COLECTORA80 - 9575 - 95VIA LOCAL50 - 8050 - 80TRANSFERENCIA DE CARGASTRANSFERENCIAS DE CARGAS DE LA AASHTO MODIFICADAS PORRECOMENDACION DE LA PORTLAND CEMENT ASSOCIATIONESALSCon PasadoresTrabazon AgregadosTipo de PavimentoEn MillonesConfinamientoConfinamientoNoSiNoSi0.0 - 0.33.22.73.22.8Locales0.3 - 1.03.22.73.43.0y1.0 - 3.03.22.73.63.1Colectoras3.0 - 10.03.22.73.83.2Arterias10.0 - 30.03.22.74.13.2eSobre 303.22.74.33.6IntermunicipalesEscoger2.70Recomendacin # 1NIVEL DE SERVICIORECOMENDACIONES:Nivel de Servicio Inicial Po:Un nivel de servicio Inicial para pavimentos de Concreto nuevos de 4.5 es adecuadoya que al colocar valoresde 4.8 o 5.0 estariamos diciendo que en el momento de la construccion no hubo errores y no tendriamos unfactor de seguridad por malos procesos constructivos.Nivel de Servicio Final Pt:Un nivel de servicio final para pavimentos de concreto se escoje de acuerdo a la importancia de la via o segnel criterio del diseador, la prueba AASHTO recomienda para vias de alto volumen de trafico es decir arterias ovias interestatales un valor de 2.5 y para vias de bajo volumen es decir locales y colectoras un valor de 2.A continuacion se muestran los resultados de una encuesta arrojados por la prueba AASHTO.NIVEL DE SERVICIO FINAL% DE GENTE QUE LO CONSIDERA INACEPTABLE3.0122.5552.085Autopistas Interestatales2.5ValorVias Principales y Arterias2.3SugeridoVias Locales2.0Por Tipo de ViaTABLA 2.4, AASHTO, 1993COEFICIENTE DE DRENAJEPORCENTAJE DE TIEMPO QUE LA ESTRUCTURA DEPAVIMENTO ESTA EXPUESTA A NIVELES CERCANOSA LA SATURACIONMENOSMAYORCALIDADQUEQUEDEL1%1 - 5%5 - 25%25%DRENAJEExcelente1.25 - 1.201.20 - 1.151.15 - 1.101.1Bueno1.20 - 1.151.15 - 1.101.10 - 1.001.0Medio1.15 - 1.101.10 - 1.001.00 - 0.900.9Pobre1.10 - 1.001.00 - 0.900.90 - 0.800.8Muy Pobre1.00 - 0.900.90 - 0.800.80 - 0.700.7Escoger1.00

IMPORTANTE :

Colocar el Numero Seguido de Un Punto

Graficas0.00C.B.R. Subrasante:8%Espesor Sub Base Granular:5.3(Pulg)0.000.00K (Pci):163.92(Pci)Modulo Elastico Sub Base:1000000(Psi)0.000.00Mr:3180(Psi)Perdida de Soporte:00.000.00Profundidad del Estrato Rigido:0(Pies)0.000.000.00K Suelo Natural:163.9(Psi/inch)0.00K Suelo + Base:330.2(Psi/inch)Escoja el valor deseado de soporte y exporte a la hojaK Suelo + Base + Estrato Rgido:0.0(Psi/inch)de calculo picando en el boton adjunto.K Suelo + Base + Perd. Soporte:0.0(Psi/inch)1234567SUMA-2.8070.34858.564632792.9537563562-0.686094586-0.8026811634-1.77129016165.7998133639330.23791984615.30307.92254505510-5.51378478200LS164.799332427LS225.9873707836LS312.034948313502345678910

ExporteExporteExporteExportePara Perdida de Soporte Coloque los Siguientes Valores:Alta =3Media =2Baja =1Normal =0Profundidad del Estrato Rgido

Colocar 0 Si es Infinito

Colocar Entre 2 - 10 Pies si hay Estrato RgidoColocar Valores Entre 4 y 12 Pies

Por Recomendacion de AASHTO Mayores Espesores La Relacin Beneficio Costo Se EncareceC:B:R: California Bearing Ratio o Valor Relativo de Soporte

Valores Entre 1% - 100%

Entradas8:39 AMENTRADAS DATOS BASICOS DISEO METODO AASHTO 930NOMBRE PROYECTO :MOLINOS ROAENESPINALUBICACION :VIA ESPINAL BOGOTAPERIODO DE DISEO :10AosNIVEL DE CONFIANZA :76.60%766MR A ESCOJER PICAR500DESVIACION ESTANDAR :0.39391MR A ESCOJER PICAR514MR A ESCOJER PICAR529MODULO DE RUPTURA :MR557MR k/cm2=38.99MR A ESCOJER PICAR543MR A ESCOJER PICAR557MODULO DE ELASTICIDAD :3,759,750.00MR A ESCOJER PICAR571MR A ESCOJER PICAR586TRANSFERENCIA DE CARGAS :2.70MR A ESCOJER PICAR600MR A ESCOJER PICAR629NIVEL DE SERVICIO INICIAL :4.5MR A ESCOJER PICAR643MR A ESCOJER PICAR650NIVEL DE SERVICIO FINAL :2.0MR A ESCOJER PICAR671MR A ESCOJER PICAR686COEFICIENTE DE DRENAJE :1.00MR A ESCOJER PICAR700MR A ESCOJER PICAR714ESAL'S 8.2 Ton :217,998,481MR A ESCOJER PICAR729MR A ESCOJER PICAR743K MEJORADO :361.6MR A ESCOJER PICAR757MR A ESCOJER PICAR771MR A ESCOJER PICAR786ESPESOR DE LOSA DE CONCRETO=13.5CMS-216,997,721.8269420000000000005.32INCHESPIQUE EN EL ESPESORSIEMPRE QUE CALCULEOTROS PARAMETROS DE DISEO : RECOMENDADOSANCHO DE VIA7.20Mts# DE LOSAS POR CARRIL1.0Cant.ANCHO DE CARRIL2.0Mts2.0LONGITUDE DE LA LOSA2.97Mtsa3.24MtsRELACION LARGO ANCHOCuidado Valor ExcedidoAdim.aCuidado Valor ExcedidoMtsDIAM PASAJUNTAS MINIMO5/8PulgDIAM. BARRAS DE AMARRE3/4PulgAREA BARRA2.85Cms^2AREA DE ACERO0.30Cm/MtsLONGITUD116.90CmsESPACIAMIENTO BARRAS DE AMARRE1.20Mts-0.28376317645.8850996168-0.06-0.00895243450.4679457598=6.00032976561000759.60176065-216,997,7225.3202.02.972.03.02.03.242.03.23/84/85/86/87/813.03.22.02.09.42207757361.48631345811.6214328634

Unicamente Seleccionar con el BotonSe recomiendan Valores Entre 0.30 y 0.40 y Como Optimo de Acuerdo a Metodologia ACPA 0.35PICAR EN BOTON DE AYUDA PARA VER TABLA 1 Y DAR VALOR DE ACUERDO A LA IMPORTANCIA.MODULO DE ROTURA DEL CONCRETO EN PSIPREFERIBLEMENTE POR DURABILIDAD SEA MAYOR O IGUAL A 600 PSI 42k/cm2POR FAVOR PICAR EN LA CAJA UNICAMENTEFORMULA RECOMENDADA POR LA ACPA Y SE OBTIENE PARA RESISTENCIAS A FLEXION = 6750*MRNIVEL DE SERVICIOPICAR BOTON MAYOR INFORMACIONNIVEL DE SERVICIO PICAR BOTON MAYORINFORMACIONPique en el Boton de Ayuda Para Escoger el Valor Correspondiente a la Situacin de Trabajo de la VaTabla # 2Pique en el Boton Para Mayor InformacinPique en el Boton Para Mayor InformacinPique el Boton de Ayuda Para Mayor InformacinTabla # 3Mr en PSIColoque los Ejes Equivalentes Directamente o Calculelos Por la Metodologia AASHTO Picando en el Boton Adjunto,PIQUE EN ESTA CASILLA SIEMPRE QUE CALCULE ESPESOR POR FAVOR

ReporteVIA ARMENIA CIRCACIAENTRADA DE DATOS COSTO DEL CICLO DE VIDALongitud VaAncho VaEstructura Pavimento ConcretoEstructura Pavimento Asfalto( mts )( mts )( mts )( mts )38007.30.20.1Carpeta o Losa0.200.30Base Granular0.000.46Sub Base GranularOpcion 1Opcion 2Opcion 3Opcion 4Tasa de Interesa Evaluar10%12%14%16%Inflacion9.5%9.5%9.5%9.5%a EvaluarCONCRETOCONCRETOCosto por M2 de Mantenimiento rutinarioCosto por M2 de ReparacionesCosto por M2 de estructura de pavimentoCosto Total Inicial( $ )( $ )( $ )$3,068.49$5,000.00$61,877.99$1,716,495,521.94AoMantenimiento RutinarioSello y ReparacionesTotal MantenimientoTotal Costo Mantenimientomts 2mst 2mst 2127740.0027,740.00$85,120,000.01227740.0027,740.00$85,120,000.01327740.0027,740.00$85,120,000.01427740.0027,740.00$85,120,000.01527740.0027,740.00$85,120,000.01627740.0027,740.00$85,120,000.01727740.002,774.0030,514.00$98,990,000.01827740.0027,740.00$85,120,000.01927740.0027,740.00$85,120,000.011027740.0027,740.00$85,120,000.011127740.0027,740.00$85,120,000.011227740.0027,740.00$85,120,000.011327740.0027,740.00$85,120,000.011427740.002,774.0030,514.00$98,990,000.011527740.0027,740.00$85,120,000.011627740.0027,740.00$85,120,000.011727740.0027,740.00$85,120,000.011827740.0027,740.00$85,120,000.011927740.0027,740.00$85,120,000.012027740.0027,740.00$85,120,000.01ASFALTOCosto por M2 de Mantenimiento RutinarioCosto por M2 de bacheoCosto por M2 de RecarpeteoCosto por M2 de estructura de pavimentoCosto Total Inicial( $ )( $ )( $ )( $ )$3,068.49$70,000.00$15,238.28$68,718.11$1,906,240,252.95AoMantenimiento RutinarioRecarpeteo + ReparcheoTotal MantenimientoTotal Costo Mantenimientomts 2mst 2mst 2127740.0027,740.00$85,120,000.01227740.0027,740.00$85,120,000.01327740.0027,740.00$85,120,000.01427740.0027,740.00$85,120,000.01527740.0027,740.00$85,120,000.01627740.0027,740.00$85,120,000.01727740.000.0027,740.00$85,120,000.01827740.001,112.3728,852.37$162,986,180.01927740.001,112.3728,852.37$162,986,180.011027740.002,496.6030,236.60$259,882,000.011127740.002,493.8330,233.83$259,687,820.011227740.002,491.0530,231.05$259,493,640.011327740.002,485.5030,225.50$259,105,280.011427740.002,482.7330,222.73$122,952,534.911527740.0027,740.00$85,120,000.011627740.0027,740.00$85,120,000.011727740.0027,740.00$85,120,000.011827740.0027,740.00$85,120,000.011927740.0027,740.00$85,120,000.012027740.0027,740.00$85,120,000.01

IR A PAVIMENTOS DE CONCRETOIR A PAVIMENTOS DE ASFALTOClick * VOLVER PARTE SUPERIORClick * VOLVER PARTE SUPERIORIR A SENSIBILIDAD CONCRETO Vs ASFALTO

SENSIBILIDADVIA ARMENIA CIRCACIALife Cycle Cost Analysis Under Different interestNote : Inflation is Assumed.Pavement CharacteristicsConcreteAsphaltLength3800Length3800Width7.3Width7.3Thickness0.2Thickness0.1Case 1Case 2Case 3Case 4INTEREST RATE10%12%14%16%INFLATION RATE10%10%10%10%APROXIMATE REAL INT. RATE1%3%5%7%CONCRETEInitial Cost$1,801,615,521.95$1,801,615,521.95$1,801,615,521.95$1,801,615,521.95Annual Maintenance$1,572,302,384.67$1,322,807,270.60$967,353,130.66$970,910,968.04EFFECTIVE COST$3,373,917,906.62$3,124,422,792.55$2,768,968,652.60$2,772,526,489.98ASPHALTInitial Cost$1,991,360,252.96$1,991,360,252.96$1,991,360,252.96$1,991,360,252.96Annual Maintenance$1,984,121,191$1,598,103,402$1,190,218,294$1,194,935,919Resurfacing (5 cm even 5 Year)$412,885,989$351,926,650$259,247,919$260,215,524EFFECTIVE COST$4,388,367,432.57$3,941,390,304.41$3,440,826,465.61$3,446,511,696.15COST ADVANTAGE:$1,014,449,525.95$816,967,511.87$671,857,813.01$673,985,206.17CONCRETE OVER ASPHALT

VOLVER ENTRADA DE DATOSParcheo Annual de 700 m2/Km Tomado Tablas de IngerouteCarpeta Asfaltica de 5 cm cada 5 aos Tomado de Tabla Ingeroute 73

Hoja de CalculoD CmsD InchesZrSoRDELTAPSIPtScCdJEcKEJES77%-0.7260.39177%2.525571.002.703759750362217,998,4810.7261234515612.925.088-0.2845.766-0.06-0.0070.501=5.916824555.33-217,173,926.10110.164.0-0.2845.137-0.06-0.0020.746=5.5380.3510.804.3-0.2845.293-0.06-0.0020.671=5.6180.4111.434.5-0.2845.442-0.06-0.0030.609=5.7040.5112.074.8-0.2845.584-0.06-0.0050.558=5.7930.6212.705.0-0.2845.719-0.06-0.0060.515=5.8840.7713.345.3-0.2845.850-0.06-0.0080.477=5.9750.9413.975.5-0.2845.975-0.06-0.0110.445=6.0661.1614.615.8-0.2846.095-0.06-0.0130.417=6.1551.4315.246.0-0.2846.211-0.06-0.0160.391=6.2441.7515.886.3-0.2846.323-0.06-0.0180.369=6.3312.1416.516.5-0.2846.432-0.06-0.0200.349=6.4162.6117.156.8-0.2846.536-0.06-0.0220.331=6.5013.1717.787.0-0.2846.638-0.06-0.0240.314=6.5843.8318.427.3-0.2846.736-0.06-0.0260.299=6.6654.6219.057.5-0.2846.831-0.06-0.0270.285=6.7455.5619.697.8-0.2846.924-0.06-0.0280.272=6.8246.6720.328.0-0.2847.014-0.06-0.0290.261=6.9017.9620.968.3-0.2847.101-0.06-0.0300.250=6.9779.4821.598.5-0.2847.186-0.06-0.0310.240=7.05111.2622.238.8-0.2847.269-0.06-0.0310.230=7.12413.3222.869.0-0.2847.350-0.06-0.0320.221=7.19615.7123.509.3-0.2847.429-0.06-0.0320.213=7.26618.4624.139.5-0.2847.506-0.06-0.0320.206=7.33521.6424.779.8-0.2847.581-0.06-0.0320.198=7.40325.2925.4010.0-0.2847.654-0.06-0.0330.191=7.46929.4626.0410.3-0.2847.726-0.06-0.0330.185=7.53434.2326.6710.5-0.2847.796-0.06-0.0330.179=7.59839.6627.3110.8-0.2847.865-0.06-0.0330.173=7.66145.8227.9411.0-0.2847.932-0.06-0.0330.168=7.72352.8128.5811.3-0.2847.998-0.06-0.0330.162=7.78360.7129.2111.5-0.2848.062-0.06-0.0330.157=7.84369.6229.8511.8-0.2848.125-0.06-0.0330.153=7.90179.6530.4812.0-0.2848.187-0.06-0.0330.148=7.95990.9131.1212.3-0.2848.248-0.06-0.0330.144=8.015103.5331.7512.5-0.2848.308-0.06-0.0330.140=8.071117.6532.3912.8-0.2848.367-0.06-0.0330.136=8.125133.4133.0213.0-0.2848.424-0.06-0.0330.132=8.179150.9733.6613.3-0.2848.481-0.06-0.0330.128=8.232170.5134.2913.5-0.2848.536-0.06-0.0330.125=8.284192.2134.9313.8-0.2848.591-0.06-0.0330.121=8.335216.2635.5614.0-0.2848.644-0.06-0.0330.118=8.385242.8936.2014.3-0.2848.697-0.06-0.0330.115=8.435272.3136.8314.5-0.2848.749-0.06-0.0330.112=8.484304.7837.4714.8-0.2848.800-0.06-0.0330.109=8.532340.5438.1015.0-0.2848.850-0.06-0.0330.107=8.580379.89S1S2S3S4S5S6S7ESCESDESEESFESGESHESI500557600643671714743337500037597504050000434025045292504819500501525050012.925.1-0.2845.766-0.06-0.0070.383=5.7990.629206401155712.925.1-0.2845.766-0.06-0.0070.501=5.9160.824555327360012.925.1-0.2845.766-0.06-0.0070.583=5.9990.997214727764312.925.1-0.2845.766-0.06-0.0070.661=6.0771.193410988467112.925.1-0.2845.766-0.06-0.0070.710=6.1251.334596557571412.925.1-0.2845.766-0.06-0.0070.782=6.1971.573249341874312.925.1-0.2845.766-0.06-0.0070.828=6.2431.7498648987

CASO 1CASO 1Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011ConcreteAsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRateRateLife CycleLife CycleInternal RateInternal RateInternal RateExpensesExpensesAdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum10%10%10%10%0%00%1$1,801,615,522$1,991,360,253$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$189,744,731-$3,332,558,087-$2,800,000,000.000%0%2$85,120,000$85,120,000$93,206,400$93,206,400$84,733,091$84,733,091$1,886,348,613$2,076,093,3440.0-$67,200,000-$75,000,00010%10%3$85,120,000$85,120,000$102,061,008$102,061,008$84,347,941$84,347,941$1,970,696,553$2,160,441,2840.00.0-$75,000,00020%21%4$85,120,000$85,120,000$111,756,804$111,756,804$83,964,541$83,964,541$2,054,661,094$2,244,405,8250.0-$67,200,000-$75,000,00031%33%5$85,120,000$85,120,000$122,373,700$122,373,700$83,582,884$83,582,884$2,138,243,978$2,327,988,7090.00.0-$332,640,00044%46%6$85,120,000$85,120,000$133,999,202$133,999,202$83,202,962$83,202,962$2,221,446,939$2,411,191,6710.0-$67,200,000-$75,000,00057%61%7$98,990,000$85,120,000$170,638,113$146,729,126$96,320,766$82,824,766$2,317,767,706$2,494,016,437-$23,908,987$8,500,000-$75,000,00072%77%8$85,120,000$162,986,180$160,668,393$307,644,826$82,448,290$157,870,440$2,400,215,996$2,651,886,877$146,976,433-$67,200,000-$75,000,00089%95%9$85,120,000$162,986,180$175,931,890$336,871,084$82,073,525$157,152,847$2,482,289,521$2,809,039,724$160,939,1940.0-$75,000,000107%114%10$85,120,000$259,882,000$192,645,420$588,170,547$81,700,464$249,441,728$2,563,989,985$3,058,481,452$395,525,127-$67,200,000-$332,640,000126%136%11$85,120,000$259,687,820$210,946,734$643,565,526$81,329,098$248,122,370$2,645,319,082$3,306,603,822$432,618,7920.0-$75,000,000148%159%12$85,120,000$259,493,640$230,986,674$704,177,313$80,959,420$246,809,852$2,726,278,503$3,553,413,674$473,190,6390.0-$75,000,000171%185%13$85,120,000$259,105,280$252,930,408$769,920,163$80,591,423$245,320,291$2,806,869,925$3,798,733,965$516,989,7550.0-$75,000,000197%214%14$98,990,000$122,952,535$322,088,244$400,056,228$93,297,491$115,882,039$2,900,167,417$3,914,616,005$77,967,985-$8,500,000-$75,000,000225%245%15$85,120,000$85,120,000$303,269,883$303,273,446$79,860,439$79,861,377$2,980,027,855$3,994,477,381$3,5630.0-$332,640,000256%280%16$85,120,000$85,120,000$332,080,522$332,080,522$79,497,437$79,497,437$3,059,525,292$4,073,974,8180.0-$67,200,000-$75,000,000290%318%17$85,120,000$85,120,000$363,628,171$363,628,171$79,136,085$79,136,085$3,138,661,377$4,153,110,9030.00.0-$75,000,000327%359%18$85,120,000$85,120,000$398,172,848$398,172,848$78,776,375$78,776,375$3,217,437,752$4,231,887,2780.00.0-$75,000,000368%405%19$85,120,000$85,120,000$435,999,268$435,999,268$78,418,301$78,418,301$3,295,856,053$4,310,305,5790.00.0-$75,000,000412%456%20$85,120,000$85,120,000$477,419,198$477,419,198$78,061,854$78,061,854$3,373,917,907$4,388,367,4330.00.0-$75,000,000461%512%TOTALCOST$3,446,635,522$4,499,893,888$6,392,418,402$8,762,465,633$3,373,917,907$4,388,367,433$3,373,917,907$4,388,367,433-$3,735,758,087-$4,997,920,000Different Between Two OptionsI.R.R Combined$1,014,449,5260%$253,045,572$481,051,015$856,134,553$393,890,051$1,984,121,191

CASO 2CASO 1Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011ConcreteAsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRateRateLife CycleLife CycleInternal RateInternal RateInternal RateExpensesExpensesAdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum10%10%12%12%0%00%1$1,801,615,522$1,991,360,253$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$189,744,731-$3,332,558,087-$2,800,000,000.000%0%2$85,120,000$85,120,000$93,206,400$93,206,400$83,220,000$83,220,000$1,884,835,522$2,074,580,2530.0-$67,200,000-$75,000,00010%12%3$85,120,000$85,120,000$102,061,008$102,061,008$81,362,411$81,362,411$1,966,197,933$2,155,942,6640.00.0-$75,000,00020%25%4$85,120,000$85,120,000$111,756,804$111,756,804$79,546,285$79,546,285$2,045,744,218$2,235,488,9490.0-$67,200,000-$75,000,00031%40%5$85,120,000$85,120,000$122,373,700$122,373,700$77,770,699$77,770,699$2,123,514,917$2,313,259,6480.00.0-$332,640,00044%57%6$85,120,000$85,120,000$133,999,202$133,999,202$76,034,746$76,034,746$2,199,549,663$2,389,294,3940.0-$67,200,000-$75,000,00057%76%7$98,990,000$85,120,000$170,638,113$146,729,126$86,450,578$74,337,542$2,286,000,241$2,463,631,935-$23,908,987$8,500,000-$75,000,00072%97%8$85,120,000$162,986,180$160,668,393$307,644,826$72,678,221$139,162,896$2,358,678,462$2,602,794,831$146,976,433-$67,200,000-$75,000,00089%121%9$85,120,000$162,986,180$175,931,890$336,871,084$71,055,940$136,056,581$2,429,734,402$2,738,851,412$160,939,1940.0-$75,000,000107%148%10$85,120,000$259,882,000$192,645,420$588,170,547$69,469,870$212,100,196$2,499,204,272$2,950,951,607$395,525,127-$67,200,000-$332,640,000126%177%11$85,120,000$259,687,820$210,946,734$643,565,526$67,919,203$207,210,876$2,567,123,474$3,158,162,483$432,618,7920.0-$75,000,000148%211%12$85,120,000$259,493,640$230,986,674$704,177,313$66,403,149$202,434,151$2,633,526,624$3,360,596,633$473,190,6390.0-$75,000,000171%248%13$85,120,000$259,105,280$252,930,408$769,920,163$64,920,936$197,619,329$2,698,447,560$3,558,215,963$516,989,7550.0-$75,000,000197%290%14$98,990,000$122,952,535$322,088,244$400,056,228$73,814,312$91,682,562$2,772,261,872$3,649,898,525$77,967,985-$8,500,000-$75,000,000225%336%15$85,120,000$85,120,000$303,269,883$303,273,446$62,055,027$62,055,756$2,834,316,899$3,711,954,280$3,5630.0-$332,640,000256%389%16$85,120,000$85,120,000$332,080,522$332,080,522$60,669,870$60,669,870$2,894,986,769$3,772,624,1500.0-$67,200,000-$75,000,000290%447%17$85,120,000$85,120,000$363,628,171$363,628,171$59,315,632$59,315,632$2,954,302,400$3,831,939,7820.00.0-$75,000,000327%513%18$85,120,000$85,120,000$398,172,848$398,172,848$57,991,622$57,991,622$3,012,294,022$3,889,931,4040.00.0-$75,000,000368%587%19$85,120,000$85,120,000$435,999,268$435,999,268$56,697,166$56,697,166$3,068,991,188$3,946,628,5700.00.0-$75,000,000412%669%20$85,120,000$85,120,000$477,419,198$477,419,198$55,431,604$55,431,604$3,124,422,793$4,002,060,1740.00.0-$75,000,000461%761%TOTALCOST$3,446,635,522$4,499,893,888$6,392,418,402$8,762,465,633$3,124,422,793$4,002,060,174$3,124,422,793$4,002,060,174-$3,735,758,087-$4,997,920,000Different Between Two OptionsI.R.R Combined$877,637,3820%$244,128,696$425,591,764$698,946,918$229,436,024$1,598,103,402

CASO 3CASO 3Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011ConcreteAsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRateRateLife CycleLife CycleInternal RateInternal RateInternal RateExpensesExpensesAdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum17%17%24%24%0%00%1$1,801,615,522$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$189,744,731-$3,332,558,087-$2,800,000,000.000%0%2$85,120,000$85,120,000.01$99,590,400$99,590,400$80,314,839$80,314,839$1,881,930,361$2,071,675,0920.0-$67,200,000-$75,000,00017%24%3$85,120,000$85,120,000.01$116,520,768$116,520,768$75,780,937$75,780,937$1,957,711,297$2,147,456,0280.00.0-$75,000,00037%54%4$85,120,000$85,120,000.01$136,329,299$136,329,299$71,502,980$71,502,980$2,029,214,278$2,218,959,0090.0-$67,200,000-$75,000,00060%91%5$85,120,000$85,120,000.01$159,505,279$159,505,279$67,466,522$67,466,522$2,096,680,799$2,286,425,5310.00.0-$332,640,00087%136%6$85,120,000$85,120,000.01$186,621,177$186,621,177$63,657,928$63,657,928$2,160,338,727$2,350,083,4580.0-$67,200,000-$75,000,000119%193%7$98,990,000$85,120,000.01$253,925,604$218,346,777$69,851,604$60,064,335$2,230,190,331$2,410,147,794-$35,578,827$8,500,000-$75,000,000157%264%8$85,120,000$162,986,180.01$255,465,729$489,160,988$56,673,607$108,517,559$2,286,863,938$2,518,665,353$233,695,259-$67,200,000-$75,000,000200%351%9$85,120,000$162,986,180.01$298,894,903$572,318,356$53,474,290$102,391,568$2,340,338,228$2,621,056,921$273,423,4530.0-$75,000,000251%459%10$85,120,000$259,882,000.01$349,707,036$1,067,699,295$50,455,580$154,047,193$2,390,793,808$2,775,104,114$717,992,259-$67,200,000-$332,640,000311%593%11$85,120,000$259,687,820.01$409,157,233$1,248,274,786$47,607,281$145,242,377$2,438,401,090$2,920,346,491$839,117,5530.0-$75,000,000381%759%12$85,120,000$259,493,640.01$478,713,962$1,459,389,433$44,919,773$136,940,737$2,483,320,863$3,057,287,227$980,675,4710.0-$75,000,000462%966%13$85,120,000$259,105,280.01$560,095,336$1,704,930,201$42,383,980$129,016,835$2,525,704,843$3,186,304,062$1,144,834,8660.0-$75,000,000558%1221%14$98,990,000$122,952,534.91$762,092,218$946,572,078$46,507,781$57,765,932$2,572,212,624$3,244,069,994$184,479,860-$8,500,000-$75,000,000670%1539%15$85,120,000$85,120,000.01$766,714,505$766,723,512$37,733,760$37,734,204$2,609,946,384$3,281,804,197$9,0070.0-$332,640,000801%1932%16$85,120,000$85,120,000.01$897,055,971$897,055,971$35,603,629$35,603,629$2,645,550,013$3,317,407,8260.0-$67,200,000-$75,000,000954%2420%17$85,120,000$85,120,000.01$1,049,555,486$1,049,555,486$33,593,746$33,593,746$2,679,143,760$3,351,001,5730.00.0-$75,000,0001133%3024%18$85,120,000$85,120,000.01$1,227,979,918$1,227,979,918$31,697,325$31,697,325$2,710,841,085$3,382,698,8980.00.0-$75,000,0001343%3774%19$85,120,000$85,120,000.01$1,436,736,505$1,436,736,505$29,907,960$29,907,960$2,740,749,045$3,412,606,8580.00.0-$75,000,0001588%4704%20$85,120,000$85,120,000.01$1,680,981,710$1,680,981,710$28,219,608$28,219,608$2,768,968,653$3,440,826,4660.00.0-$75,000,0001875%5857%TOTALCOST$3,446,635,522$4,499,893,888$12,927,258,560$17,455,652,192$2,768,968,653$3,440,826,466$2,768,968,653$3,440,826,466-$3,735,758,087-$4,997,920,000.00Different Between Two OptionsI.R.R Combined$671,857,8130%$227,598,756$334,631,390$468,965,880$159,022,268$1,190,218,294

CASO 4CASO 4Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011ConcreteAsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRateRateLife CycleLife CycleInternal RateInternal RateInternal RateExpensesExpensesAdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum10%10%16%16%0%00%1$1,801,615,522$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$1,801,615,521.95$1,991,360,252.96$189,744,731-$3,332,558,087-$2,800,000,000.000%0%2$85,120,000$85,120,000.01$93,206,400$93,206,400$80,350,345$80,350,345$1,881,965,867$2,071,710,5980.0-$67,200,000-$75,000,00010%16%3$85,120,000$85,120,000.01$102,061,008$102,061,008$75,847,955$75,847,955$1,957,813,822$2,147,558,5530.00.0-$75,000,00020%35%4$85,120,000$85,120,000.01$111,756,804$111,756,804$71,597,854$71,597,854$2,029,411,676$2,219,156,4070.0-$67,200,000-$75,000,00031%56%5$85,120,000$85,120,000.01$122,373,700$122,373,700$67,585,905$67,585,905$2,096,997,581$2,286,742,3120.00.0-$332,640,00044%81%6$85,120,000$85,120,000.01$133,999,202$133,999,202$63,798,764$63,798,764$2,160,796,345$2,350,541,0760.0-$67,200,000-$75,000,00057%110%7$98,990,000$85,120,000.01$170,638,113$146,729,126$70,037,092$60,223,833$2,230,833,436$2,410,764,909-$23,908,987$8,500,000-$75,000,00072%144%8$85,120,000$162,986,180.01$160,668,393$307,644,826$56,849,222$108,853,824$2,287,682,658$2,519,618,733$146,976,433-$67,200,000-$75,000,00089%183%9$85,120,000$162,986,180.01$175,931,890$336,871,084$53,663,705$102,754,256$2,341,346,363$2,622,372,989$160,939,1940.0-$75,000,000107%228%10$85,120,000$259,882,000.01$192,645,420$588,170,547$50,656,687$154,661,198$2,392,003,051$2,777,034,187$395,525,127-$67,200,000-$332,640,000126%280%11$85,120,000$259,687,820.01$210,946,734$643,565,526$47,818,166$145,885,753$2,439,821,217$2,922,919,940$432,618,7920.0-$75,000,000148%341%12$85,120,000$259,493,640.01$230,986,674$704,177,313$45,138,700$137,608,147$2,484,959,916$3,060,528,087$473,190,6390.0-$75,000,000171%412%13$85,120,000$259,105,280.01$252,930,408$769,920,163$42,609,376$129,702,941$2,527,569,292$3,190,231,028$516,989,7550.0-$75,000,000197%494%14$98,990,000$122,952,534.91$322,088,244$400,056,228$46,775,777$58,098,802$2,574,345,070$3,248,329,830$77,967,985-$8,500,000-$75,000,000225%589%15$85,120,000$85,120,000.01$303,269,883$303,273,446$37,967,975$37,968,421$2,612,313,045$3,286,298,251$3,5630.0-$332,640,000256%699%16$85,120,000$85,120,000.01$332,080,522$332,080,522$35,840,459$35,840,459$2,648,153,504$3,322,138,7100.0-$67,200,000-$75,000,000290%827%17$85,120,000$85,120,000.01$363,628,171$363,628,171$33,832,158$33,832,158$2,681,985,661$3,355,970,8670.00.0-$75,000,000327%975%18$85,120,000$85,120,000.01$398,172,848$398,172,848$31,936,390$31,936,390$2,713,922,051$3,387,907,2570.00.0-$75,000,000368%1147%19$85,120,000$85,120,000.01$435,999,268$435,999,268$30,146,851$30,146,851$2,744,068,902$3,418,054,1080.00.0-$75,000,000412%1346%20$85,120,000$85,120,000.01$477,419,198$477,419,198$28,457,588$28,457,588$2,772,526,490$3,446,511,6960.00.0-$75,000,000461%1578%TOTALCOST$3,446,635,522$4,499,893,888$6,392,418,402$8,762,465,633$2,772,526,490$3,446,511,696$2,772,526,490$3,446,511,696-$3,735,758,087-$4,997,920,000Different Between Two OptionsI.R.R Combined$673,985,2060%$227,796,154$335,630,678$471,295,642$160,213,445$1,194,935,919

MANTENIMIENTOMANTENIMIENTO PARA PAVIMENTOS FLEXIBLESTRANSITO PROMEDIO DIARIO02505001000200030004000ACTIVIDAD2505001000200030004000405055606580100Parcheo Anual m2/km5.55Tratamiento Superficial Simple75.5Tratamiento Superficial Doble765Carpeta Asfaltica 3cm - AosMANTENIMIENTO PAVIMENTOS RIGIDOSACTIVIDADPERIODOReposicin material Sello de Juntas5 AosReconstruccin del 5% del Area Construida15 Aos