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