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7/21/2019 calculo+de+trafico(1)
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Ing. Enzo A. Morales Berrio Consultor
FACTOR TRAFICO EN PAVIMENTO FLEXIBLE
PROYECTO :MEJORAMIENTO DE LA AVENIDA SAENZ PEÑA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES )
Pt= 2.5 Indice de sericia!ilidad " !ondad de sericio# $2=% E&e 'i()le'*= 5 *+(ero estructutural, "calidad de la ca)a# $2=2 E&e Tande($- = Carga en i)s so!re un e&e 'i()le, Tande( / tride( $2=0 E&e Tride(
$2 = %, 2, 0 Codigo de e&eEA$1 = 1ACTOR E E3E E CAR4A E6I7A$E*TE :
8.9 Para $-=%; / $2=% <8.28%
MEIO E TRA*'PORTE IMAPE'O POR E3E' "Tn#
$2 1CIMAE3E > $-
VEHICULOS MENORESCATEGORIA " L" !6
MOTOAR ? MOTO $I*EA$ 22;@
VEHIC# MA$OR
CATEGORIA " M" %!& A6TOMO7I$E'
@@0
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CAMIO*ETA PIC 6P98
PA*E$%;
COMBI2
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8
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VEHICULOS PESADOS
CATEGORIA " N" !'CCAMION
CAMIO* "C2#9; %;.88
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CAMIO* "C0#
%% 25.88
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CATEGORIA " O"TSTRACTO CAMIN + SEMIREMOL*UE
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%5.9% % 8.9@2 8.505052
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T0'0 el. %9.8> .88 %5.9% % 8.9@2 8.505052
Es el n+(ero de cargas euialentes ue deDinen el dao )or )aso, so!re una su)erDicie de rodadura de!ido al e&e en cuestiFn, enrelaciFn al )aso de un e&e de carga 'tGndar, ue ususal(ente es de %; i)s=%;888l! Calculado (ediante las siguientese-)resiones
B%;= 4t=
PE'OTOTA$
"Tn#
PE'OTOTA$"i)s#
$- PORE3E'"i)s#
B-
EA$1i
"POR E3E#
1ACTORCAMIH*
1C=ΣEA$1i
CAMIO* "C9#%<0
CAMIO* "C9#2<2
LOG( W
tx
W t 18
)=4.79 LOG (18+1)−4.79 LOG( Lx+ L2 )+4.33 LOG( L2)+G
t
B x
− G
t
B18
Gt = LOG(
4 . 2− Pt
4 .2−1 .5)B
x=0 . 4+
0.08( Lx+ L2)3.23
(SN +1)5.19 L23.23
EALF =W
t 18
W tx
B18=0 .4+
0.08(18+1)3.23
(SN +1 )5.19
7/21/2019 calculo+de+trafico(1)
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Ing. Enzo A. Morales Berrio Consultor
58.88 Post. 8% [email protected]> %;.88 %%8.%02 0.@9; 2 8.500 2.8%8;@@ 9.00@%2 08.0@02;8;Post. 82 58.8> 25.88 55.8@@ 0 8.585 %.%222
T0'e0
%
CRCAMIN + REMOL*UEC2R2
C2R0
C0R2
C0R0
C0R9
C9R2
C9R0
C9R2
C9R0
C9R9
CRBCAMIN + REMOL*UE BALANCEADO
C2RB%
C2RB2
C0RB%
C0RB2
C9RB%
C9RB2
C9RB%
C9RB2
TSTRACTO CAMIN + SEMIREMOL*UE DOBLE
T0'2'2
T0'e2'e2
TSTRACTO CAMIN + SEMIREMOL*UE TRIPLE
T0'2'%'2
7/21/2019 calculo+de+trafico(1)
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Ing. Enzo A. Morales Berrio Consultor
T0'e2'%'e2
ICE MEIO IARIO A*6A$ %%% Σ = &,%#&06
r = 8.9;8> Tasa de creci(ientoY = 5 Periodo de diseo4 = 1actor de de creci(iento= 8.5 1actor de istri!uciFn en irecciFn "4#"Y# = 5.89;20% 1ACTOR E$ TRA1ICO 7EIC6$AR AC6M6$AO$= % 1actor de istri!uciFn )or Carril
= 90,2.%;
(G)(Y )=(1+r)Y −1
r
ESAL=∑i=1
i=m FACTORCAMIÓN
i× IMD
i(G )( D)( L)(Y )×365
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Ing. Enzo A. Morales Berrio Consultor
%888$! =%i)s
2
2
2
2
2
2
2
2
2
0
2
2
2
2
0
0
9
0
9
0
0
9
0
7/21/2019 calculo+de+trafico(1)
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Ing. Enzo A. Morales Berrio Consultor
9
9
9
9
9
9
8.889
8.889
8.889
8.889
8.889
8.88
0
0
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8.88@
5
7/21/2019 calculo+de+trafico(1)
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Ing. Enzo A. Morales Berrio Consultor
8.88
8.88
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Ing. Enzo A. Morales Berrio. Consultor
FACTOR TRAFICO EN PAVIMENTO RIGIDO
PROYECTO :MEJORAMIENTO DE LA AVENIDA SAENZ PEÑA KM0+000 AL KM 06+00 ( CON DOS INTERCAMBIOS VIALES )
Pt= 2.5 Indice de sericia!ilidad " !ondad de sericio# $2=% E&e 'i()le= Es)esor de la losa en Pulgadas $2=2 E&e Tande(
$- = Carga en i)s so!re un e&e 'i()le, Tande( / tride( $2=0 E&e Tride(
$2 = %, 2, 0 Codigo de e&eEA$1 = 1ACTOR E E3E E CAR4A E6I7A$E*TE :
%.85@ Para $-=%; / $2=% <8.28%
MEIO E TRA*'PORTE IMAPE'O POR E3E' "Tn#
$2 1CIMAE3E > $-
VEHICULOS MENORESCATEGORIA " L" !6
MOTOAR ? MOTO $I*EA$ 22;@ 8.08 el. 08.8> 8.8 8.@@% 8.%; % %.888 8.888882 8.8888%8 8.209@@Post. 8% 8.8> 8.2% 8.9@0 % %.888 8.888880VEHIC# MA$ORCATEGORIA " M" %&!
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'TATIO* A4O*%05@ 0.58
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CAMIO*ETA PIC 6P98 5.88
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5.58 % %.888 8.882528.8%9585 @.;205%9Post. 8% 58.8> 2.58 5.58 % %.888 8.88252
PA*E$%; 5.88
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COMBI2 .88
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8el. .88 %
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VEHICULOS PESADOSCATEGORIA " N" %0'CCAMION
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2 02.88el. 90.;> %9.88
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9.;9@%89 ;.80%8Post. 8% [email protected]> %;.88 0.@9; 2 %.28 0.5%25CATEGORIA " O"TSTRACTO CAMIN + SEMIREMOL*UE
T2'%
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Post. 8% %%.88 %Post. 82 %%.88 %
T2'2
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T0'%
8
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T0'2
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Es el n+(ero de cargas euialentes ue deDinen el dao )or )aso, so!re una su)erDicie de rodadura de!ido al e&e en cuestiFn, enrelaciFn al )aso de un e&e de carga 'tGndar, ue ususal(ente es de %; i)s=%;888l! Calculado (ediante las siguientese-)resiones
B%;= 4t=
PE'OTOTA$
"Tn#
PE'OTOTA$"i)s#
$- PORE3E'"i)s#
B-
EA$1i
"POR E3E#
1ACTORCAMIH*
1C=ΣEA$1i
CAMIO* "C9#%<0
CAMIO* "C9#2<2
Gt = LOG(
4 . 2− Pt
4 .2−1 .5)
EALF =W
t 18
W tx
LOG( W
tx
W t 18
)=4.62 LOG(18+1)−4.62 LOG( Lx+ L2)+3.28 LOG( L2)+G
t
B x
− G
t
B18
B x=1+
3.63 ( Lx+ L2)5 .2
( D+1)8.46 L23.52 B
18=1+
3.63(18+1)5 .2
( D+1 )8.46
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Ing. Enzo A. Morales Berrio. Consultor
;% 58.88 Post. 8% [email protected]> %;.88 %%8.%02 0.@9; 2 %.28 0.5%25 ;.0592 @;.058@92Post. 82 58.8> 25.88 55.8@@ 0 %.02 9.220@@
T0'e0
@ 59.88
el. %0.8> .88
%%;.90
%5.9% % %.82@ 8.5%5;@@
%%.%2@88 @@.%%%29;5Post. 8% 00.0> %;.88 0.@9; 2 %.28 0.5%25Post. 82 28.9> %%.88 29.22 % %.295 0.9@8Post. 80 00.0> %;.88 0.@9; 2 %.28 0.5%25
CRCAMIN + REMOL*UE
C2R2
8el. .88 %Post. 8% %%.88 %
Post. 82 %%.88 %Post. 80 %%.88 %
C2R0
8
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C0R2
2 9.88
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%80.529
%5.9% % %.82@ 8.5%5;@@
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C0R0
0 59.88
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%%;.90
%5.9% % %.82@ 8.5%5;@@
%%.%2@88 09.58;8@8Post. 8% 00.0> %;.88 0.@9; 2 %.28 0.5%25Post. 82 28.9> %%.88 29.22 % %.295 0.9@8
Post. 80 00.0> %;.88 0.@9; 2 %.28 0.5%25C0R9
% @%.88
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%09.0@%
%5.9% % %.82@ 8.5%5;@@
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C9R2
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C9R0
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C9R2
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C9R0
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C9R9
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CRBCAMIN + REMOL*UE BALANCEADO
C2RB%
8
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C2RB2
8el. .88 %
Post. 8% %%.88 %Post. 82 %;.88 2
C0RB%
8el. .88 %
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C0RB2
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C9RB%
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C9RB2
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TSTRACTO CAMIN + SEMIREMOL*UE DOBLE
T0'2'2
8
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T0'e2'e2
8
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Post. 80 %%.88 %Post. 89 %%.88 %Post. 85 %%.88 %
TSTRACTO CAMIN + SEMIREMOL*UE TRIPLE
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Ing. Enzo A. Morales Berrio. Consultor
8 Post. 82 %;.88 2Post. 80 %%.88 %Post. 89 %;.88 2
T0'e2'%'e2
8
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ICE MEIO IARIO A*6A$ %' Σ = 660#0&,,0&0
r = 0.8> Tasa de creci(ientoY = 28 Periodo de diseo4 = 1actor de de creci(iento= 8.5 1actor de istri!uciFn en irecciFn "4#"Y# = 2.9% 1ACTOR E$ TRA1ICO 7EIC6$AR AC6M6$AO$= % 1actor de istri!uciFn )or Carril
= %9,08@,5%.8
(G)(Y )=(1+r)Y −1
r
ESAL=∑i=1
i=m FACTORCAMIÓN
i× IMD
i(G )( D)( L)(Y )×365
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Ing. Enzo A. Morales Berrio. Consultor
%888$! =%i)s
2
2
2
2
2
2
2
2
2
0
2
2
2
2
0
0
9
0
9
0
0
9
0
7/21/2019 calculo+de+trafico(1)
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Ing. Enzo A. Morales Berrio. Consultor
9
9
9
9
9
9
@%.889
52.889
5.889
59.889
59.889
@;.88
0
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58.88
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@%.88@
5