-
8/20/2019 calculo+de+trafico
1/12
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
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tride( $2=0 E&e Tride(
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E6I7A$E*TE :
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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
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2/12
Ing. Enzo A. Morales Berrio Consultor
;% 58.88 Post. 8% [email protected]> %;.88 %%8.%02 0.@9; 2 8.500 2.8%8;@@
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-
8/20/2019 calculo+de+trafico
3/12
Ing. Enzo A. Morales Berrio Consultor
8 Post. 82 %;.88 2Post. 80 %%.88 %Post. 89 %;.88 2
T0'e2'%'e2
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%%.88%
Post. 8@ %%.88 %ICE MEIO IARIO A*6A$ %' Σ =
'''#!&&,%'
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$= % 1actor de
istri!uciFn )or Carril
= %8,2;2,09.8;
(G)(Y )=(1+r )Y −1
r
ESAL=∑i=1i=m
FACTORCAMIÓN i× IMD
i(G )( D)( L)(Y )×365
-
8/20/2019 calculo+de+trafico
4/12
Ing. Enzo A. Morales Berrio Consultor
%888$! =%i)s
2
2
2
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-
8/20/2019 calculo+de+trafico
5/12
Ing. Enzo A. Morales Berrio Consultor
9
9
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52.889
5.889
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-
8/20/2019 calculo+de+trafico
6/12
Ing. Enzo A. Morales Berrio Consultor
2.88
;8.88
-
8/20/2019 calculo+de+trafico
7/12
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( $2=0
E&e Tride(
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E6I7A$E*TE :
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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=
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-
8/20/2019 calculo+de+trafico
8/12
Ing. Enzo A. Morales Berrio. Consultor
;% 58.88 Post. 8% [email protected]> %;.88 %%8.%02 0.@9; 2 %.28 0.5%25
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-
8/20/2019 calculo+de+trafico
9/12
Ing. Enzo A. Morales Berrio. Consultor
8 Post. 82 %;.88 2Post. 80 %%.88 %Post. 89 %;.88 2
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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# =
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istri!uciFn )or Carril
= %9,08@,5%.8
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r
ESAL=∑i=1i=m
FACTORCAMIÓN i× IMD
i(G )( D)( L)(Y )×365
-
8/20/2019 calculo+de+trafico
10/12
Ing. Enzo A. Morales Berrio. Consultor
%888$! =%i)s
2
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8/20/2019 calculo+de+trafico
11/12
Ing. Enzo A. Morales Berrio. Consultor
9
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52.889
5.889
59.889
59.889
@;.88
0
0
0
0
0
0
0
0
58.88
9
@%.88@
5
-
8/20/2019 calculo+de+trafico
12/12
Ing. Enzo A. Morales Berrio. Consultor
2.88
;8.88
