DISEO DE PAVIMENTOS METODO AASHTO 93

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DISEO DE PAVIMENTOS METODO AASHTO 1993CONCRETOS DIAMANTE-SAMPER Nota: El uso de esta herramienta es de completa reponsabilidad del diseador

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Identificacion

IDENTIFICACION DEL PROYECTO DATOS BASICOS

TRABAJO No :001-2000

FECHA :April 24, 2010HORA :4:43 PM

PAIS :COLOMBIA

DEPARTAMENTO :TOLIMA

CIUDAD :ESPINAL

COMPAIA :INVERSIONES ROA

CONTRATISTA :INGEGRAL

NOMBRE :MOLINOS ROA

UBICACION :VIA ESPINAL BOGOTA

DESCRIPCION :PAVIMENTO ZONA MANIOBRAS

INGENIERO :LSB-FAB

ImpresionFecha:24-Apr-104:43:42 PM

DISEO DE PAVIMENTOS POR METODO ASSHTO DE 1993RESULTADOSProyecto :MOLINOS ROA

Descripcin :PAVIMENTO ZONA MANIOBRAS

Ubicacin :VIA ESPINAL BOGOTA

Diseador :LSB-FAB

DISEO ESPESOR DE LA LOSA

Tipo de Pavimento :J.P.C.P

18 Kips ESAL'S :1,260,528

Serviciabilidad Inicial :4.50

Serviciabilidad Final :2.00

Modulo de Ruptura :38.99Kg/Cm2

Modulo Elastico del Concreto :263182.5Kg/Cm2

Modulo Elastico de la Base :70000Kg/Cm2

Espesor de la Base :13.46Cms

K - Efectivo :9.9654036229K/Cm2/Cm

Nivel de Confianza :74.00%

Desviacin Estandar :0.3910.0276556777

Espesor de la Losa Diseado :13.51Cms

Modulacin de las losas de concreto :Largo :3.5MtsBarras de Amarre:# 4 @ 60 Cms L=90 Cms

Ancho:3MtsDovelas Pasajuntas:f 1" L = 50 Cm @30 Cm

Ancho de Junta:7mmTipo de Sello:Silicona o Similar3.5Mts13.5CmConcreto Mr 42 K/Cm23Mts13CmRelleno Fluido 30 K/Cm2

0Cm

Variable

Bodega Roa

Suelos

4:43 PMDATOS BASICOS ESTUDIO DE SUELOS

Nivel Freatico :2mtsTRABAJO No :001-2000

C.B.R. :3%Cota de Fundacion :-1.5mts

ESTRATO No. 1Descripcin :Arcilla Limosa Habana

Humedad 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

ESTRATO No. 2Descripcin :Limo Organico Marron

Humedad 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

ESTRATO No. 3Descripcin :Arena Limosa Con Vetas Marrones y Verdes

Humedad 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

Trafico

4:43 PMCALCULO DE EJES EQUIVALENTES

FECHA :April 24, 2010TRABAJO No :001-2000

PAIS :COLOMBIADEPARTAMENTO :TOLIMA

CIUDAD :ESPINALNOMBRE :MOLINOS ROA

COMPAIA :INVERSIONES ROA

FACTORES DE TRAFICO Y PAVIMENTO

Espesor de Losa Presupuestado =9
GRUPO DIAMANTE SAMPER: Espesor de Losa en PulgadasNumero Estructural Pavimento Presupuestado =5
Francis Alberto Bretton Badel: Numero estructural presupuestado

Nivel de Servicio Final =2
GRUPO DIAMANTE SAMPER: Recomendado en tabla # 1de Hoja Entradas.Vida Util de Diseo =20
Francis Alberto Bretton Badel: VIDA UTIL DE DISEOPREFERIBLEMENTE MAYOR DE 20 AOS PARA PAVIMENTOS DE CONCRETO POR SER MAS VENTAJOSO ECONOMICAMENTE POR M2

Tasa de Crecimiento Annual =3.0%
GRUPO DIAMANTE SAMPER: Tener Cuidado al Tomar un Valor ya Que Muchas Vias Se Encuentran Por Encima de Su Capacidad Fisica Actualmente

CALCULO DE EJES EQUIVALENTESR I G I D O S Y F L E X I B L E S

Tipo PesoVehiculosEjes EjesDeDePorRigidosFlexiblesEjeEjeDiaEsal'sEsal'sDe DiseoDe Diseo1,260,528798,15611
GRUPO DIAMANTE SAMPER: Colocar Numero Segun Tipo de Eje:

1 Eje Simple2 Eje Tandem3 Eje Tridem2
Claudia Oquendo: Peso del Eje en Kips1000
Claudia Oquendo: Numero de Vehiculos que Tienen Ese Eje Por Dia,1,9601,5710.000200.021210001,9601,5710.00.0311053,9623,88140.3055620.10.141245169,971166,7043.53.451141549,69249,7950.30.36246151,032,984574,6357.03.9700ERROR:#NUM!ERROR:#NUM!800ERROR:#NUM!ERROR:#NUM!900ERROR:#NUM!ERROR:#NUM!1000ERROR:#NUM!ERROR:#NUM!1100ERROR:#NUM!ERROR:#NUM!1200ERROR:#NUM!ERROR:#NUM!1300ERROR:#NUM!ERROR:#NUM!1400ERROR:#NUM!ERROR:#NUM!1500ERROR:#NUM!ERROR:#NUM!1600ERROR:#NUM!ERROR:#NUM!1700ERROR:#NUM!ERROR:#NUM!1800ERROR:#NUM!ERROR:#NUM!1900ERROR:#NUM!ERROR:#NUM!2000ERROR:#NUM!ERROR:#NUM!2100ERROR:#NUM!ERROR:#NUM!2200ERROR:#NUM!ERROR:#NUM!2300ERROR:#NUM!ERROR:#NUM!2400ERROR:#NUM!ERROR:#NUM!2500ERROR:#NUM!ERROR:#NUM!2600ERROR:#NUM!ERROR:#NUM!2700ERROR:#NUM!ERROR:#NUM!2800ERROR:#NUM!ERROR:#NUM!2900ERROR:#NUM!ERROR:#NUM!3000ERROR:#NUM!ERROR:#NUM!3100ERROR:#NUM!ERROR:#NUM!3200ERROR:#NUM!ERROR:#NUM!3300ERROR:#NUM!ERROR:#NUM!3400ERROR:#NUM!ERROR:#NUM!3500ERROR:#NUM!ERROR:#NUM!3600ERROR:#NUM!ERROR:#NUM!1,260,528798,156Esal's

CALCULO DE EJES EQUIVALENTESR I G I D O S Y F L E X I B L E SEJEMPLO

Tipo PesoVehiculosEjes EjesDeDePorRigidosFlexiblesEjeEjeDiaEsal'sEsal'sDe DiseoDe Diseo1,961,4891,368,87111
GRUPO DIAMANTE SAMPER: Colocar Numero Segun Tipo de Eje:

1 Eje Simple2 Eje Tandem3 Eje Tridem2
Claudia Oquendo: Peso del Eje en KipsAutos10
Claudia Oquendo: Numero de Vehiculos que Tienen Ese Eje Por Dia,3834212Autos1038343110C-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

Ayudas

TABLA 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 - 80

TRANSFERENCIA DE CARGAS

TRANSFERENCIAS DE CARGAS DE LA AASHTO MODIFICADAS POR RECOMENDACION DE LA PORTLAND CEMENT ASSOCIATION

ESALS Con PasadoresTrabazon AgregadosTipo de PavimentoEn MillonesConfinamientoConfinamientoNoSiNoSi0.0 - 0.33.22.73.22.8Locales 0.3 - 1.03.22.73.43.0y1.0 - 3.03.22.73.63.1Colectoras3.0 - 10.03.22.73.83.2Arterias 10.0 - 30.03.22.74.13.2eSobre 303.22.74.33.6Intermunicipales

Escoger2.70
Claudia Oquendo: IMPORTANTE :

Colocar el Numero Seguido de Un Punto

Recomendacin # 1

NIVEL DE SERVICIO

RECOMENDACIONES:Nivel de Servicio Inicial Po:Un nivel de servicio Inicial para pavimentos de Concreto nuevos de 4.5 es adecuadoya que al colocar valores de 4.8 o 5.0 estariamos diciendo que en el momento de la construccion no hubo errores y no tendriamos un factor 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 INACEPTABLE3.0122.5552.085

Autopistas Interestatales2.5ValorVias Principales y Arterias2.3Sugerido Vias Locales2.0Por Tipo de Via

TABLA 2.4, AASHTO, 1993COEFICIENTE DE DRENAJE

PORCENTAJE DE TIEMPO QUE LA ESTRUCTURA DE PAVIMENTO ESTA EXPUESTA A NIVELES CERCANOSA LA SATURACIONMENOSMAYOR CALIDADQUEQUEDEL 1%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

Graficas

0.00C.B.R. Subrasante:8
modelo: C:B:R: California Bearing Ratio o Valor Relativo de Soporte

Valores Entre 1% - 100%%Espesor Sub Base Granular:5.3
modelo: Colocar Valores Entre 4 y 12 Pies

Por Recomendacion de AASHTO Mayores Espesores La Relacin Beneficio Costo Se Encarece(Pulg)0.000.00K (Pci):163.92(Pci)Modulo Elastico Sub Base:1000000(Psi)0.000.00Mr:3180(Psi)Perdida de Soporte:0
modelo: Para Perdida de Soporte Coloque los Siguientes Valores:Alta =3Media =2Baja =1Normal =00.000.00Profundidad del Estrato Rigido:0
modelo: Profundidad del Estrato Rgido

Colocar 0 Si es Infinito

Colocar Entre 2 - 10 Pies si hay Estrato Rgido (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:(Psi/inch)de calculo picando en el boton adjunto.K Suelo + Base + Perd. Soporte:(Psi/inch)1234567SUMA-2.8070.34858.564632792.9537563562-0.686094586-0.8026811634-1.77129016165.7998133639330.2379198461

5.303ERROR:#NUM!7.9225450551ERROR:#NUM!-5.513784782ERROR:#NUM!ERROR:#NUM!

LS164.799332427LS225.9873707836LS312.0349483135

02345678910

Entradas

4:43 PMENTRADAS DATOS BASICOS DISEO METODO AASHTO 93

0NOMBRE PROYECTO :MOLINOS ROAENESPINAL

UBICACION :VIA ESPINAL BOGOTA

PERIODO DE DISEO :20Aos

NIVEL DE CONFIANZA :74.00%
GRUPO DIAMANTE SAMPER: PICAR EN BOTON DE AYUDA PARA VER TABLA 1 Y DAR VALOR DE ACUERDO A LA IMPORTANCIA.740MR A ESCOJER PICAR 500DESVIACION ESTANDAR : 0.39
GRUPO DIAMANTE SAMPER: Unicamente Seleccionar con el BotonSe recomiendan Valores Entre 0.30 y 0.40 y Como Optimo de Acuerdo a Metodologia ACPA 0.35391MR A ESCOJER PICAR 514MR A ESCOJER PICAR 529MODULO DE RUPTURA :MR
GRUPO DIAMANTE SAMPER: MODULO DE ROTURA DEL CONCRETO EN PSIPREFERIBLEMENTE POR DURABILIDAD SEA MAYOR O IGUAL A 600 PSI 42k/cm2POR FAVOR PICAR EN LA CAJA UNICAMENTE557
GRUPO DIAMANTE SAMPER: Mr en PSI MR k/cm2=38.99MR A ESCOJER PICAR 543MR A ESCOJER PICAR 557MODULO DE ELASTICIDAD : 3,759,750.00
GRUPO DIAMANTE SAMPER: FORMULA RECOMENDADA POR LA ACPA Y SE OBTIENE PARA RESISTENCIAS A FLEXION = 6750*MRMR A ESCOJER PICAR 571MR A ESCOJER PICAR 586TRANSFERENCIA DE CARGAS :2.70
GRUPO DIAMANTE SAMPER: Pique en el Boton de Ayuda Para Escoger el Valor Correspondiente a la Situacin de Trabajo de la VaTabla # 2MR A ESCOJER PICAR 600MR A ESCOJER PICAR 629NIVEL DE SERVICIO INICIAL :
GRUPO DIAMANTE SAMPER: NIVEL DE SERVICIOPICAR BOTON MAYOR INFORMACION 4.5
GRUPO DIAMANTE SAMPER: Pique en el Boton Para Mayor Informacin MR A ESCOJER PICAR 643MR A ESCOJER PICAR 650NIVEL DE SERVICIO FINAL :
GRUPO DIAMANTE SAMPER: NIVEL DE SERVICIO PICAR BOTON MAYORINFORMACION 2.0
GRUPO DIAMANTE SAMPER: Pique en el Boton Para Mayor InformacinMR A ESCOJER PICAR 671MR A ESCOJER PICAR 686COEFICIENTE DE DRENAJE :1.00
GRUPO DIAMANTE SAMPER: Pique el Boton de Ayuda Para Mayor InformacinTabla # 3MR A ESCOJER PICAR 700MR A ESCOJER PICAR 714ESAL'S 8.2 Ton : 1,260,528
Claudia Oquendo: Coloque los Ejes Equivalentes Directamente o Calculelos Por la Metodologia AASHTO Picando en el Boton Adjunto,MR A ESCOJER PICAR 729MR A ESCOJER PICAR 743K MEJORADO :361.6MR A ESCOJER PICAR 757MR A ESCOJER PICAR 771MR A ESCOJER PICAR 786ESPESOR DE LOSA DE CONCRETO=13.5CMS-182,711.6222972340000000005.32
modelo: PIQUE EN ESTA CASILLA SIEMPRE QUE CALCULE ESPESOR POR FAVORINCHESPIQUE EN EL ESPESORSIEMPRE QUE CALCULE

OTROS PARAMETROS DE DISEO : RECOMENDADOS

ANCHO DE VIA7.20Mts# DE LOSAS POR CARRIL1.0Cant.ANCHO DE CARRIL2.0Mts2.0LONGITUDE DE LA LOSA 2.97Mtsa3.24MtsRELACION LARGO ANCHOCuidado Valor ExcedidoAdim.aCuidado Valor ExcedidoMtsDIAM PASAJUNTAS MINIMO5/8PulgDIAM. BARRAS DE AMARRE3/4PulgAREA BARRA2.85Cms^2AREA DE ACERO 0.30Cm/MtsLONGITUD116.90CmsESPACIAMIENTO BARRAS DE AMARRE1.20Mts

-0.25154805355.8850996168-0.06-0.00895243450.4679457598=6.03254488851077816.65072081-182,7125.3202.02.972.03.02.03.242.03.2

3/84/85/86/87/81

3.03.22.02.09.42207757361.48631345811.6214328634

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 Granular 0.000.46Sub Base Granular

Opcion 1Opcion 2Opcion 3Opcion 4Tasa de Interes a Evaluar10%12%14%16%

Inflacion 9.5%9.5%9.5%9.5%a Evaluar

CONCRETOCONCRETOCosto 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$1,716,495,521.94

AoMantenimiento 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$85,120,000.01ASFALTO

Costo por M2 de Mantenimiento RutinarioCosto por M2 de bacheoCosto por M2 de Recarpeteo Costo por M2 de estructura de pavimentoCosto Total Inicial( $ )( $ )( $ )( $ )$3,068.49$70,000.00$15,238.28$68,718.11$1,906,240,252.95

AoMantenimiento 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 ASFALTO Click * VOLVER PARTE SUPERIOR Click * 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 4

INTEREST 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$970,910,968.04

EFFECTIVE 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
GRUPO DIAMANTE SAMPER: Parcheo Annual de 700 m2/Km Tomado Tablas de Ingeroute$1,984,121,191$1,598,103,402$1,190,218,294$1,194,935,919Resurfacing (5 cm even 5 Year)
GRUPO DIAMANTE SAMPER: Carpeta Asfaltica de 5 cm cada 5 aos Tomado de Tabla Ingeroute 73$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$3,446,511,696.15

COST ADVANTAGE:$1,014,449,525.95$816,967,511.87$671,857,813.01$673,985,206.17CONCRETE OVER ASPHALT

VOLVER ENTRADA DE DATOS

Hoja de Calculo

D CmsD InchesZrSoRDELTAPSIPtScCdJEcKEJES74%-0.6430.39174%2.525571.002.7037597503621,260,5280.64312345156

12.925.088-0.2525.766-0.06-0.0070.501=5.948888044.90-372,483.37210.164.0-0.2525.137-0.06-0.0020.746=5.5710.3710.804.3-0.2525.293-0.06-0.0020.671=5.6500.4511.434.5-0.2525.442-0.06-0.0030.609=5.7360.5412.074.8-0.2525.584-0.06-0.0050.558=5.8250.6712.705.0-0.2525.719-0.06-0.0060.515=5.9160.8213.345.3-0.2525.850-0.06-0.0080.477=6.0071.0213.975.5-0.2525.975-0.06-0.0110.445=6.0981.2514.615.8-0.2526.095-0.06-0.0130.417=6.1871.5415.246.0-0.2526.211-0.06-0.0160.391=6.2761.8915.886.3-0.2526.323-0.06-0.0180.369=6.3632.3116.516.5-0.2526.432-0.06-0.0200.349=6.4492.8117.156.8-0.2526.536-0.06-0.0220.331=6.5333.4117.787.0-0.2526.638-0.06-0.0240.314=6.6164.1318.427.3-0.2526.736-0.06-0.0260.299=6.6974.9819.057.5-0.2526.831-0.06-0.0270.285=6.7775.9919.697.8-0.2526.924-0.06-0.0280.272=6.8567.1820.328.0-0.2527.014-0.06-0.0290.261=6.9338.5820.968.3-0.2527.101-0.06-0.0300.250=7.00910.2121.598.5-0.2527.186-0.06-0.0310.240=7.08412.1222.238.8-0.2527.269-0.06-0.0310.230=7.15714.3422.869.0-0.2527.350-0.06-0.0320.221=7.22816.9123.509.3-0.2527.429-0.06-0.0320.213=7.29919.8924.139.5-0.2527.506-0.06-0.0320.206=7.36723.3124.779.8-0.2527.581-0.06-0.0320.198=7.43527.2325.4010.0-0.2527.654-0.06-0.0330.191=7.50131.7326.0410.3-0.2527.726-0.06-0.0330.185=7.56736.8626.6710.5-0.2527.796-0.06-0.0330.179=7.63142.7127.3110.8-0.2527.865-0.06-0.0330.173=7.69349.3527.9411.0-0.2527.932-0.06-0.0330.168=7.75556.8828.5811.3-0.2527.998-0.06-0.0330.162=7.81565.3829.2111.5-0.2528.062-0.06-0.0330.157=7.87574.9829.8511.8-0.2528.125-0.06-0.0330.153=7.93385.7830.4812.0-0.2528.187-0.06-0.0330.148=7.99197.9131.1212.3-0.2528.248-0.06-0.0330.144=8.047111.5031.7512.5-0.2528.308-0.06-0.0330.140=8.103126.7032.3912.8-0.2528.367-0.06-0.0330.136=8.157143.6833.0213.0-0.2528.424-0.06-0.0330.132=8.211162.6033.6613.3-0.2528.481-0.06-0.0330.128=8.264183.6434.2913.5-0.2528.536-0.06-0.0330.125=8.316207.0134.9313.8-0.2528.591-0.06-0.0330.121=8.367232.9235.5614.0-0.2528.644-0.06-0.0330.118=8.418261.5936.2014.3-0.2528.697-0.06-0.0330.115=8.467293.2836.8314.5-0.2528.749-0.06-0.0330.112=8.516328.2437.4714.8-0.2528.800-0.06-0.0330.109=8.564366.7638.1015.0-0.2528.850-0.06-0.0330.107=8.612409.15S1S2S3S4S5S6S7ESCESDESEESFESGESHESI500557600643671714743337500037597504050000434025045292504819500501525050012.925.1-0.2525.766-0.06-0.0070.383=5.8310.677654388455712.925.1-0.2525.766-0.06-0.0070.501=5.9480.888044900760012.925.1-0.2525.766-0.06-0.0070.583=6.0311.073998826464312.925.1-0.2525.766-0.06-0.0070.661=6.1091.285301916867112.925.1-0.2525.766-0.06-0.0070.710=6.1581.437358571671412.925.1-0.2525.766-0.06-0.0070.782=6.2291.694387276874312.925.1-0.2525.766-0.06-0.0070.828=6.2751.8846019774

CASO 1

CASO 1Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011Concrete AsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRate RateLife Cycle Life Cycle Internal Rate Internal Rate Internal RateExpenses Expenses AdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum10%10%10%10%ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!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%TOTAL COST$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$1,014,449,526ERROR:#NUM!

$253,045,572$481,051,015$856,134,553$393,890,051$1,984,121,191

CASO 2

CASO 1Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011Concrete AsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRate RateLife Cycle Life Cycle Internal Rate Internal Rate Internal RateExpenses Expenses AdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum10%10%12%12%ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!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%TOTAL COST$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$877,637,382ERROR:#NUM!

$244,128,696$425,591,764$698,946,918$229,436,024$1,598,103,402

CASO 3

CASO 3Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011Concrete AsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRate RateLife Cycle Life Cycle Internal Rate Internal Rate Internal RateExpenses Expenses AdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum17%17%24%24%ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!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%TOTAL COST$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$671,857,813ERROR:#NUM!

$227,598,756$334,631,390$468,965,880$159,022,268$1,190,218,294

CASO 4

CASO 4Life Cost Cycle AnalysisNote: Ejecuted Under AASHTO Metodology and Recommendations of American Concrete Pavement Asociation ACPA And parameters of Maintenance are Based on Ingeroute 731234567891011Concrete AsphaltConcreteAsphaltConcreteAsphaltConcreteAsphaltAsphalt/ConcreteConcreteAsphaltAnnualAnnualInflationInflationRate RateLife Cycle Life Cycle Internal Rate Internal Rate Internal RateExpenses Expenses AdjustedAdjustedDiscountDiscountCost AnalysisCost AnalysisReturnReturnReturnYearConstantConstantAcumulatedAcumulatedCombined$$VNPVNPVNPVNPI.R.RI.R.RI.R.RInf. AcumTas. Acum10%10%16%16%ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!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%TOTAL COST$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$673,985,206ERROR:#NUM!

$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 - Aos

MANTENIMIENTO PAVIMENTOS RIGIDOSACTIVIDADPERIODOReposicin material Sello de Juntas5 AosReconstruccin del 5% del Area Construida15 Aos