ESAL PAV. FLEX. (3)FACTOR TRAFICO EN PAVIMENTO FLEXIBLE1000Lb =1KipsPROYECTO :

Pt=2.5 Indice de serviciabilidad ( bondad de servicio)L2=1Eje SimpleSN=5 Nmero estructutural, (calidad de la capa)L2=2Eje TandemLx =Carga en Kips sobre un eje Simple, Tandem y tridemL2=3Eje TridemL2 =1, 2, 3Codigo de ejeEALF =FACTOR DE EJE DE CARGA EQUIVALENTE : Es el nmero de cargas equivalentes que definen el dao por paso, sobre una superficie de rodadura debido al eje en cuestin, en relacin al paso de un eje de carga Stndar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones

B18=0.499Para Lx=18 y L2=1Gt=-0.201MEDIO DE TRANSPORTEIMDAPESO TOTAL (Tn)PESO POR EJES (Tn)PESO TOTAL (Kips)Lx POR EJES (Kips)L2BxEALFi (POR EJE)FACTOR CAMIN FC=SEALFiFC*IMDAEJE%Lx

VEHICULOS MENORESCATEGORIA " L"200MOTOKAR / MOTO LINEAL20027.00Del.30.0%8.1059.47117.84110.4960.965397325.7120895142.41771642Post. 0170.0%18.9041.63011.74424.7466912VEHIC. MAYORCATEGORIA " M"0AUTOMOVILES2

STATION WAGON2

CAMIONETA PICK UP2

PANEL2

COMBI2

BUS (B2)2

BUS (B3-1)2

BUS (B4-1)2

BUS (BA-1)3

VEHICULOS PESADOSCATEGORIA " N"105C=CAMIONCAMION (C2)10518.00Del.38.9%7.0039.64815.41910.4620.53535273.680582386.46106542Post. 0161.1%11.0024.22910.6473.1452289CAMION (C3)2

CAMION (C4)1-30Del.7.0012Post. 0123.003CAMION (C4)2-20Del.14.0022Post. 0118.002CATEGORIA " O"TS=TRACTO CAMIN + SEMIREMOLQUET2S10Del.7.0013Post. 0111.001Post. 0211.001T2S20Del.7.0013Post. 0111.001Post. 0218.002T2Se20Del.7.0014Post. 0111.001Post. 0211.001Post. 0311.001T2S30Del.7.0013Post. 0111.001Post. 0225.003T2Se30Del.7.0014Post. 0111.001Post. 0211.001Post. 0318.002T3S10Del.7.0013Post. 0118.002Post. 0211.001T3S20Del.7.0013Post. 0118.002Post. 0218.002T3Se20Del.7.0014Post. 0118.002Post. 0211.001Post. 0311.001T3S30Del.7.0013Post. 0118.002Post. 0225.003T3Se30Del.7.0014Post. 0118.002Post. 0211.001Post. 0318.002CR=CAMIN + REMOLQUEC2R20Del.7.0014Post. 0111.001Post. 0211.001Post. 0311.001C2R30Del.7.0014Post. 0111.001Post. 0211.001Post. 0318.002C3R20Del.7.0014Post. 0118.002Post. 0211.001Post. 0311.001C3R30Del.7.0014Post. 0118.002Post. 0211.001Post. 0318.002C3R40Del.7.0014Post. 0118.002Post. 0218.002Post. 0318.00261.00C4R20Del.7.0014Post. 0123.003Post. 0211.001Post. 0311.00152.00C4R30Del.7.0014Post. 0123.003Post. 0211.001Post. 0318.00259.00C4R20Del.14.0024Post. 0118.002Post. 0211.001Post. 0311.00154.00C4R30Del.14.0024Post. 0118.002Post. 0211.001Post. 0311.00254.00C4R40Del.14.0024Post. 0118.002Post. 0218.002Post. 0318.00268.00CRB=CAMIN + REMOLQUE BALANCEADOC2RB10Del.7.0013Post. 0111.001Post. 0211.001C2RB20Del.7.0013Post. 0111.001Post. 0218.002C3RB10Del.7.0013Post. 0118.002Post. 0211.001C3RB20Del.7.0013Post. 0118.002Post. 0218.002C4RB10Del.7.0013Post. 0123.003Post. 0211.001C4RB20Del.7.0013Post. 0123.003Post. 0218.002C4RB10Del.14.0023Post. 0118.002Post. 0211.001C4RB20Del.14.0023Post. 0118.002Post. 0218.00250.00TS=TRACTO CAMIN + SEMIREMOLQUE DOBLET3S2S20Del.7.0014Post. 0118.002Post. 0218.002Post. 0318.00261.00T3Se2Se20Del.7.0016Post. 0118.002Post. 0211.001Post. 0311.001Post. 0411.001Post. 0511.001TS=TRACTO CAMIN + SEMIREMOLQUE TRIPLET3S2S1S20Del.7.0015Post. 0118.002Post. 0218.002Post. 0311.001Post. 0418.00272.00T3Se2S1Se20Del.7.0017Post. 0118.002Post. 0211.001Post. 0311.001Post. 0411.001Post. 0511.001Post. 0611.00180.00INDICE MEDIO DIARIO ANUAL305S =5528.8787818

r =5.60% Tasa de crecimientoY =25 Periodo de diseoG = Factor de de crecimientoD=0.5 Factor de Distribucin en Direccin(G)(Y) =51.8712937521 FACTOR DEL TRAFICO VEHICULAR ACUMULADOL=1 Factor de Distribucin por Carril

=52,339,192.41

ESAL PAV. RIG.FACTOR TRAFICO EN PAVIMENTO RIGIDO1000Lb =1KipsPROYECTO :

Pt=2.5 Indice de serviciabilidad ( bondad de servicio)L2=1Eje SimpleD=9Espesor de la losa en PulgadasL2=2Eje TandemLx =Carga en Kips sobre un eje Simple, Tandem y tridemL2=3Eje TridemL2 =1, 2, 3Codigo de ejeEALF =FACTOR DE EJE DE CARGA EQUIVALENTE : Es el nmero de cargas equivalentes que definen el dao por paso, sobre una superficie de rodadura debido al eje en cuestin, en relacin al paso de un eje de carga Stndar, que ususalmente es de 18 Kips=18000lb Calculado mediante las siguientes expresiones

B18=1.056Para Lx=18 y L2=1Gt=-0.201MEDIO DE TRANSPORTEIMDAPESO TOTAL (Tn)PESO POR EJES (Tn)PESO TOTAL (Kips)Lx POR EJES (Kips)L2BxEALFi (POR EJE)FACTOR CAMIN FC=SEALFiFC*IMDAEJE%Lx

VEHICULOS MENORESCATEGORIA " L"22869MOTOKAR / MOTO LINEAL228690.30Del.30.0%0.090.6610.19811.0000.00000290.0000100.23467762Post. 0170.0%0.210.46311.0000.0000073VEHIC. MAYORCATEGORIA " M"2548AUTOMOVILES6633.00Del.50.0%1.506.6083.30411.0000.00107480.0021501.42555092Post. 0150.0%1.503.30411.0000.0010748STATION WAGON13563.50Del.50.0%1.757.7093.85511.0000.00187440.0037495.08456152Post. 0150.0%1.753.85511.0000.0018744CAMIONETA PICK UP4705.00Del.50.0%2.5011.0135.50711.0000.00725270.0145056.82351942Post. 0150.0%2.505.50711.0000.0072527PANEL185.00Del.50.0%2.5011.0135.50711.0000.00725270.0145050.26284312Post. 0150.0%2.505.50711.0000.0072527COMBI297.00Del.50.0%3.5015.4197.70911.0010.02788420.0557681.64395902Post. 0150.0%3.507.70911.0010.0278842BUS (B2)1118.00Del.38.9%7.0039.64815.41911.0260.51586693.98357543.75074672Post. 0161.1%11.0024.22911.2453.4677077BUS (B3-1)0Del.7.0012Post. 0116.002BUS (B4-1)0Del.14.0022Post. 0116.002BUS (BA-1)0Del.7.0013Post. 0111.001Post. 027.001VEHICULOS PESADOSCATEGORIA " N"501C=CAMIONCAMION (C2)22618.00Del.38.9%7.0039.64815.41911.0260.51586693.983575900.22314662Post. 0161.1%11.0024.22911.2453.4677077CAMION (C3)13525.00Del.28.0%7.0055.06615.41911.0260.51586694.087125550.07957512Post. 0172.0%18.0039.64821.2903.5712579CAMION (C4)1-3930.00Del.23.3%7.0066.07915.41911.0260.51586693.58817731.90416072Post. 0176.7%23.0050.66131.2603.0723106CAMION (C4)2-2232.00Del.43.8%14.0070.48530.83721.0841.27484584.8461048.09391092Post. 0156.3%18.0039.64821.2903.5712579CATEGORIA " O"TS=TRACTO CAMIN + SEMIREMOLQUET2S10Del.7.0013Post. 0111.001Post. 0211.001T2S2436.00Del.19.4%7.0079.29515.41911.0260.51586697.55483227.51196183Post. 0130.6%11.0024.22911.2453.4677077Post. 0250.0%18.0039.64821.2903.5712579T2Se20Del.7.0014Post. 0111.001Post. 0211.001Post. 0311.001T2S32743.00Del.16.3%7.0094.71415.41911.0260.51586698.255941222.39619673Post. 0125.6%11.0024.22911.2453.4677077Post. 0258.1%25.0055.06631.3924.2723669T2Se3247.00Del.14.9%7.00103.52415.41911.0260.515866911.02254016.64316674Post. 0123.4%11.0024.22911.2453.4677077Post. 0223.4%11.0024.22911.2453.4677077Post. 0338.3%18.0039.64821.2903.5712579T3S10Del.7.0013Post. 0118.002Post. 0211.001T3S2143.00Del.16.3%7.0094.71415.41911.0260.51586697.6583834.83098283Post. 0141.9%18.0039.64821.2903.5712579Post. 0241.9%18.0039.64821.2903.5712579T3Se2347.00Del.14.9%7.00103.52415.41911.0260.515866911.02254028.93033084Post. 0138.3%18.0039.64821.2903.5712579Post. 0223.4%11.0024.22911.2453.4677077Post. 0323.4%11.0024.22911.2453.4677077T3S38150.00Del.14.0%7.00110.13215.41911.0260.51586698.359492678.35067423Post. 0136.0%18.0039.64821.2903.5712579Post. 0250.0%25.0055.06631.3924.2723669T3Se3654.00Del.13.0%7.00118.94315.41911.0260.515866911.12609066.11124854Post. 0133.3%18.0039.64821.2903.5712579Post. 0220.4%11.0024.22911.2453.4677077Post. 0333.3%18.0039.64821.2903.5712579CR=CAMIN + REMOLQUEC2R20Del.7.0014Post. 0111.001Post. 0211.001Post. 0311.001C2R30Del.7.0014Post. 0111.001Post. 0211.001Post. 0318.002C3R2247.00Del.14.9%7.00103.52415.41911.0260.515866911.02254018.24244474Post. 0138.3%18.0039.64821.2903.5712579Post. 0223.4%11.0024.22911.2453.4677077Post. 0323.4%11.0024.22911.2453.4677077C3R3354.00Del.13.0%7.00118.94315.41911.0260.515866911.12609034.50870604Post. 0133.3%18.0039.64821.2903.5712579Post. 0220.4%11.0024.22911.2453.4677077Post. 0333.3%18.0039.64821.2903.5712579C3R4161.00Del.11.5%7.00134.36115.41911.0260.515866911.22964110.62565084Post. 0129.5%18.0039.64821.2903.5712579Post. 0229.5%18.0039.64821.2903.5712579Post. 0329.5%18.0039.64821.2903.571257961.00C4R20Del.7.0014Post. 0123.003Post. 0211.001Post. 0311.00152.00C4R3059.00Del.11.9%7.00129.95615.41911.0260.515866910.6271433.35185294Post. 0139.0%23.0050.66131.2603.0723106Post. 0218.6%11.0024.22911.2453.4677077Post. 0330.5%18.0039.64821.2903.571257959.00C4R20Del.14.0024Post. 0118.002Post. 0211.001Post. 0311.00154.00C4R30Del.14.0024Post. 0118.002Post. 0211.001Post. 0311.00254.00C4R40Del.14.0024Post. 0118.002Post. 0218.002Post. 0318.00268.00CRB=CAMIN + REMOLQUE BALANCEADOC2RB10Del.7.0013Post. 0111.001Post. 0211.001C2RB20Del.7.0013Post. 0111.001Post. 0218.002C3RB10Del.7.0013Post. 0118.002Post. 0211.001C3RB2243.00Del.16.3%7.0094.71415.41911.0260.51586697.65838314.49294833Post. 0141.9%18.0039.64821.2903.5712579Post. 0241.9%18.0039.64821.2903.5712579C4RB10Del.7.0013Post. 0123.003Post. 0211.001C4RB20Del.7.0013Post. 0123.003Post. 0218.002C4RB10Del.14.0023Post. 0118.002Post. 0211.001C4RB20Del.14.0023Post. 0118.002Post. 0218.00250.00TS=TRACTO CAMIN + SEMIREMOLQUE DOBLET3S2S20Del.7.0014Post. 0118.002Post. 0218.002Post. 0318.00261.00T3Se2Se20Del.7.0016Post. 0118.002Post. 0211.001Post. 0311.001Post. 0411.001Post. 0511.001TS=TRACTO CAMIN + SEMIREMOLQUE TRIPLET3S2S1S20Del.7.0015Post. 0118.002Post. 0218.002Post. 0311.001Post. 0418.00272.00T3Se2S1Se20Del.7.0017Post. 0118.002Post. 0211.001Post. 0311.001Post. 0411.001Post. 0511.001Post. 0611.00180.00INDICE MEDIO DIARIO ANUAL25919S =2660.0477040

r =3.90% Tasa de crecimientoY =20 Periodo de diseoG = Factor de de crecimientoD=0.5 Factor de Distribucin en Direccin(G)(Y) =29.4709962331 FACTOR DEL TRAFICO VEHICULAR ACUMULADOL=1 Factor de Distribucin por Carril

=14,306,951.70