Download - calculo+de+trafico(1)

7/21/2019 calculo+de+trafico(1)

http://slidepdf.com/reader/full/calculodetrafico1-56d8986af3704 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# $2=2 E&e Tande($- = 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

'TATIO* A4O*%05@

CAMIO*ETA PIC 6P98

PA*E$%;

COMBI2

B6' "B2# 9 %;.88 el. 0;.> .88 0.@9; %5.9% % 8.9@2 8.505052 0.@;85;2 %2.;0098Post. 8% @%.%> %%.88 29.22 % 8.@9 0.%9522;B6' "B0<%#

8

B6' "B9<%#8

B6' "BA<%#

8

VEHICULOS PESADOS

CATEGORIA " N" !'CCAMION

CAMIO* "C2#9; %;.88

el. 0;.> .880.@9;

%5.9% % 8.9@2 8.5050520.@;85;2 %@.@@%5@Post. 8% @%.%> %%.88 29.22 % 8.@9 0.%9522;

CAMIO* "C0#

%% 25.88

el. 2;.8> .88

55.8@@

%5.9% % 8.9@2 8.505052

2.59@00 2;.88029Post. 8% 2.8> %;.88 0.@9; 2 8.500 2.8%8;@@

0 08.88el. 20.0> .88

@@.8%5.9% % 8.9@2 8.505052

%.;%2;; 5.95;@9Post. 8% @.> 20.88 58.@@% 0 8.9;% %.2;0055

CATEGORIA " O"TSTRACTO CAMIN + SEMIREMOL*UE

T2'%

% 2.88

el. 29.%> .88@0.;

%5.9% % 8.9@2 8.505052

@.;25;%8 @.;25;%85Post. 8% 0.> %%.88 29.22 % 8.@9 0.%9522;Post. 82 0.> %%.88 29.22 % 8.@9 0.%9522;

T2'2

9 [email protected]

el. %.9> .88.25

%5.9% % 8.9@2 8.505052

5.@%5@; 28.2@@2;@Post. 8% 08.@> %%.88 29.22 % 8.@9 0.%9522;Post. 82 58.8> %;.88 0.@9; 2 8.500 2.8%8;@@

T2'e2

T2'0

0 90.88el. %@.0> .88

9.%9%5.9% % 8.9@2 8.505052

5.9%;59 %@.9%55@%9Post. 8% 25.@> %%.88 29.22 % 8.@9 0.%9522;Post. 82 5;.%> 25.88 55.8@@ 0 8.585 %.%222

T2'e0

T0'%

8

el. .88 %Post. 8% %;.88 2Post. 82 %%.88 %

T0'2

2 90.88

el. %@.0> .889.%9

%5.9% % 8.9@2 8.505052

9.5502@ .%%9@5%Post. 8% 9%.> %;.88 0.@9; 2 8.500 2.8%8;@@

Post. 82 9%.> %;.88 0.@9; 2 8.500 2.8%8;@@T0'e2

% 9.88

%9.> .88

%80.529

%5.9% % 8.9@2 8.505052

;.;0@ ;.;0@%0;.0> %;.88 0.@9; 2 8.500 2.8%8;@@20.9> %%.88 29.22 % 8.@9 0.%9522;20.9> %%.88 29.22 % 8.@9 0.%9522;

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




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




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




%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




9

9

9

9

9

9

8.889

8.889

8.889

8.889

8.889

8.88

0

0

0

0

0

0

0

0

8.88

9

8.88@

5




8.88

8.88



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" %&!

A6TOMO7I$E'@@0 0.88

el. 58.8> %.58@.@8;

0.089 % %.888 8.88%89;8.882%58 %.925558Post. 8% 58.8> %.58 0.089 % %.888 8.88%89;

'TATIO* A4O*%05@ 0.58

el. 58.8> %.5.8

0.;55 % %.888 8.88%;998.8809 5.8;95@%5Post. 8% 58.8> %.5 0.;55 % %.888 8.88%;99

CAMIO*ETA PIC 6P98 5.88

el. 58.8> 2.58%%.8%0

5.58 % %.888 8.882528.8%9585 @.;205%9Post. 8% 58.8> 2.58 5.58 % %.888 8.88252

PA*E$%; 5.88

el. 58.8> 2.58%%.8%0

5.58 % %.888 8.882528.8%9585 8.2@2;90%Post. 8% 58.8> 2.58 5.58 % %.888 8.88252

COMBI2 .88

el. 58.8> 0.58%5.9%

.8 % %.88% 8.82;;928.855@; %.@9058Post. 8% 58.8> 0.58 .8 % %.88% 8.82;;92

B6' "B2#

%% %;.88

el. 0;.> .88

0.@9;

%5.9% % %.82@ 8.5%5;@@

0.;055 90.589@Post. 8% @%.%> %%.88 29.22 % %.295 0.9@8B6' "B0<%#

8el. .88 %

Post. 8% %@.88 2B6' "B9<%#

8el. %9.88 2

Post. 8% %@.88 2B6' "BA<%#

8

el. .88 %Post. 8% %%.88 %Post. 82 .88 %

VEHICULOS PESADOSCATEGORIA " N" %0'CCAMION

CAMIO* "C2#22@ %;.88

el. 0;.> .880.@9;

%5.9% % %.82@ 8.5%5;@@0.;055 88.220%9@@Post. 8% @%.%> %%.88 29.22 % %.295 0.9@8

CAMIO* "C0#%05 25.88

el. 2;.8> .8855.8@@

%5.9% % %.82@ 8.5%5;@@9.8;%25 558.855%

Post. 8% 2.8> %;.88 0.@9; 2 %.28 0.5%25 08.88

el. 20.0> .88@@.8

%5.9% % %.82@ 8.5%5;@@0.5;;% 0%.89%@8Post. 8% @.> 20.88 58.@@% 0 %.2@8 0.820%8@

2 02.88el. 90.;> %9.88

8.9;508.;0 2 %.8;9 %.29;95;

9.;9@%89 ;.80%8Post. 8% [email protected]> %;.88 0.@9; 2 %.28 0.5%25CATEGORIA " O"TSTRACTO CAMIN + SEMIREMOL*UE

T2'%

8el. .88 %

Post. 8% %%.88 %Post. 82 %%.88 %

T2'2

9 [email protected]. %.9> .88

.25%5.9% % %.82@ 8.5%5;@@

.559;02 2.5%%@%;Post. 8% 08.@> %%.88 29.22 % %.295 0.9@8Post. 82 58.8> %;.88 0.@9; 2 %.28 0.5%25

T2'e2

8

el. .88 %Post. 8% %%.88 %

Post. 82 %%.88 %Post. 80 %%.88 %

T2'0

2 90.88

el. %@.0> .889.%9

%5.9% % %.82@ 8.5%5;@@

;.2559% 222.0@%@Post. 8% 25.@> %%.88 29.22 % %.295 0.9@8Post. 82 5;.%> 25.88 55.8@@ 0 %.02 9.220@@

T2'e0

2 9.88

el. %9.> .88

%80.529

%5.9% % %.82@ 8.5%5;@@

%%.822598 %@.@90%@@Post. 8% 20.9> %%.88 29.22 % %.295 0.9@8Post. 82 20.9> %%.88 29.22 % %.295 0.9@8Post. 80 0;.0> %;.88 0.@9; 2 %.28 0.5%25

T0'%

8

el. .88 %Post. 8% %;.88 2Post. 82 %%.88 %

T0'2

% 90.88

el. %@.0> .889.%9

%5.9% % %.82@ 8.5%5;@@

.@5;0;0 9.;08;2;Post. 8% 9%.> %;.88 0.@9; 2 %.28 0.5%25Post. 82 9%.>

%;.880.@9; 2 %.28 0.5%25

T0'e2

0 9.88

el. %9.> .88

%80.529

%5.9% % %.82@ 8.5%5;@@

%%.822598 2;.08008;Post. 8% 0;.0> %;.88 0.@9; 2 %.28 0.5%25Post. 82 20.9> %%.88 29.22 % %.295 0.9@8Post. 80 20.9> %%.88 29.22 % %.295 0.9@8

T0'0 el. %9.8> .88 %5.9% % %.82@ 8.5%5;@@

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




;% 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

el. .88 %Post. 8% %%.88 %Post. 82 %%.88 %Post. 80 %;.88 2

C0R2

2 9.88

el. %9.> .88

%80.529

%5.9% % %.82@ 8.5%5;@@

%%.822598 %;.292999Post. 8% 0;.0> %;.88 0.@9; 2 %.28 0.5%25Post. 82 20.9> %%.88 29.22 % %.295 0.9@8Post. 80 20.9> %%.88 29.22 % %.295 0.9@8

C0R0

0 59.88

el. %0.8> .88

%%;.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

el. %%.5> .88

%09.0@%

%5.9% % %.82@ 8.5%5;@@

%%.22@9% %8.@25@58;Post. 8% 2.5> %;.88 0.@9; 2 %.28 0.5%25Post. 82 2.5> %;.88 0.@9; 2 %.28 0.5%25Post. 80 2.5> %;.88 0.@9; 2 %.28 0.5%25

C9R2

8

el. .88 %Post. 8% 20.88 0Post. 82 %%.88 %Post. 80 %%.88 %

C9R0

8 5.88

el. %%.> .88

%2.5@

%5.9% % %.82@ 8.5%5;@@

%8.@2%90 0.05%;52Post. 8% 0.8> 20.88 58.@@% 0 %.2@8 0.820%8@Post. 82 %;.@> %%.88 29.22 % %.295 0.9@8Post. 80 08.5> %;.88 0.@9; 2 %.28 0.5%25

C9R2

8

el. %9.88 2

Post. 8% %;.88 2Post. 82 %%.88 %Post. 80 %%.88 %

C9R0

8

el. %9.88 2Post. 8% %;.88 2Post. 82 %%.88 %Post. 80 %%.88 2

C9R9

8

el. %9.88 2Post. 8% %;.88 2Post. 82 %;.88 2Post. 80 %;.88 2

CRBCAMIN + REMOL*UE BALANCEADO

C2RB%

8

el. .88 %Post. 8% %%.88 %Post. 82 %%.88 %

C2RB2

8el. .88 %

Post. 8% %%.88 %Post. 82 %;.88 2

C0RB%

8el. .88 %

Post. 8% %;.88 2Post. 82 %%.88 %

C0RB2

2 90.88el. %@.0> .88

9.%9%5.9% % %.82@ 8.5%5;@@

.@5;0;0 %9.929;0Post. 8% 9%.> %;.88 0.@9; 2 %.28 0.5%25Post. 82 9%.> %;.88 0.@9; 2 %.28 0.5%25

C9RB%

8

el. .88 %Post. 8% 20.88 0Post. 82 %%.88 %

C9RB2

8

el. .88 %Post. 8% 20.88 0

Post. 82 %;.88 2C9RB%

8

el. %9.88 2Post. 8% %;.88 2Post. 82 %%.88 %

C9RB2

8el. %9.88 2

Post. 8% %;.88 2Post. 82 %;.88 2

TSTRACTO CAMIN + SEMIREMOL*UE DOBLE

T0'2'2

8

el. .88 %Post. 8% %;.88 2Post. 82 %;.88 2Post. 80 %;.88 2

T0'e2'e2

8

el. .88 %Post. 8% %;.88 2Post. 82 %%.88 %

Post. 80 %%.88 %Post. 89 %%.88 %Post. 85 %%.88 %

TSTRACTO CAMIN + SEMIREMOL*UE TRIPLE

T0'2'%'2 el. .88 %Post. 8% %;.88 2




8 Post. 82 %;.88 2Post. 80 %%.88 %Post. 89 %;.88 2

T0'e2'%'e2

8

el. .88 %Post. 8% %;.88 2Post. 82 %%.88 %Post. 80 %%.88 %Post. 89 %%.88 %Post. 85 %%.88 %Post. 8@ %%.88 %

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




%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




9

9

9

9

9

9

@%.889

52.889

5.889

59.889

59.889

@;.88

0

0

0

0

0

0

0

0

58.88

9

@%.88@

5




2.88

;8.88