ejemplos de estudio trafico

ESTUDIO DE TRAFICO CON FINES DE PAVIMENTACION

CHUPACA – CAÑETE (HUARISCA)

“UNIVERSIDAD PERUANA LOS ANDES”

ESTUDIO DE TRAFICO CON FINES DE PAVIMENTACION DE LA CARRETERA CHUPACA – CAÑETE

CURSO

:

PAVIMENTOS

DOCENTE

:

Ing. Julio N!n"!#$ Sn%n

ALUMNO S

:

Pu%#% Ego&il' H$n#

Ro" Ro*$#o' Ju%o Clu"io L$+n ,##' Jun C#lo

CICLO TURNO

: :

VIII

“NOCHE”

Huancayo, Huancayo, septiembre de 2010 PAVIMENTOS

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INDICE I

MEMORIA DESCRIPTIVA

Pag.3

1.1

ANTECEDENTES

Pag.3

1.2

OBJETIVOS

Pag.4

1.3

UBICACIÓN

Pag.4

1.4

METODOLOIA

Pag.!

1."

NORMATIVA

Pag.!

1.# Pag.%

TIPOS DE DE TR TR$FICO EN EN ES ESTUDIO

1.#. 1.#.1 1 Pag.%

TRAN RANSITO ITO FU FUTURO TURO 1.#.1.1 1.#.1.1 TRANSITO TRANSITO DESVI DESVIADO ADO 1.#.1.2 1.#.1.2 TRANSITO TRANSITO INDUC INDUCIDO IDO 1.#.1.3 1.#.1.3 AUMENTO AUMENTO DE TRANS TRANSITO ITO

1.!

ESTACIONES DE AFORO

Pag.1&

1.'

CONTEO VOLUMETRICO

Pag.'

1.% DETERMINACION DEL IMD Pag.11 1.1& 1.1& ENCU ENCUE ESTAS STAS ORI ORIEN EN ( DES DESTI TINO NO Pag.12 1.1 1.11 PRO PRO(EC (ECCION CION DE TR$ TR$F FICO ICO Pag.14 1.12 1.12 FACTO ACTORE RES S DEST DESTRU RUCT CTIV IVOS OS Pag.1" 1.13 1.13 EJES EJES E)UI E)UIV VALEN ALENTE TES S DE DE CAR CARA A Pag.1" 1.14 1.14 NUME NUMERO RO DE DE REPE REPETI TICI CION ONES ES *1' *1' O *'2 *'2 Pag.1# II

CONTEO – AFORO Pag.1#

III

ENCUESTAS Pag.44

IV DETER TERMIN MINACION CION DE PARA ARAMETR METROS OS DE DIS DISE EÑO Pag.4# 4.&1 IMD 4.&2 CALCULO DEL ESAL

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INDICE I

MEMORIA DESCRIPTIVA

Pag.3

1.1

ANTECEDENTES

Pag.3

1.2

OBJETIVOS

Pag.4

1.3

UBICACIÓN

Pag.4

1.4

METODOLOIA

Pag.!

1."

NORMATIVA

Pag.!

1.# Pag.%

TIPOS DE DE TR TR$FICO EN EN ES ESTUDIO

1.#. 1.#.1 1 Pag.%

TRAN RANSITO ITO FU FUTURO TURO 1.#.1.1 1.#.1.1 TRANSITO TRANSITO DESVI DESVIADO ADO 1.#.1.2 1.#.1.2 TRANSITO TRANSITO INDUC INDUCIDO IDO 1.#.1.3 1.#.1.3 AUMENTO AUMENTO DE TRANS TRANSITO ITO

1.!

ESTACIONES DE AFORO

Pag.1&

1.'

CONTEO VOLUMETRICO

Pag.'

1.% DETERMINACION DEL IMD Pag.11 1.1& 1.1& ENCU ENCUE ESTAS STAS ORI ORIEN EN ( DES DESTI TINO NO Pag.12 1.1 1.11 PRO PRO(EC (ECCION CION DE TR$ TR$F FICO ICO Pag.14 1.12 1.12 FACTO ACTORE RES S DEST DESTRU RUCT CTIV IVOS OS Pag.1" 1.13 1.13 EJES EJES E)UI E)UIV VALEN ALENTE TES S DE DE CAR CARA A Pag.1" 1.14 1.14 NUME NUMERO RO DE DE REPE REPETI TICI CION ONES ES *1' *1' O *'2 *'2 Pag.1# II

CONTEO – AFORO Pag.1#

III

ENCUESTAS Pag.44

IV DETER TERMIN MINACION CION DE PARA ARAMETR METROS OS DE DIS DISE EÑO Pag.4# 4.&1 IMD 4.&2 CALCULO DEL ESAL

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ESTUDIO DE TRAFICO CON FINES DE PAVIMENTACION V

CONCLUSIONES Pag."!

VI

SUERENCIAS O RECOMENDACIONES Pag."'

VI

ANE+OS Pag."%

I 1.1


MEMORIA DESCRIPTIVA

ANTECEDENTES

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1.2

OBJETIVOS

E o87$%o "$l 2#$$n%$ E%u"io $ l $l8o#1i+n "$l E%u"io "$ T#G1o 1on Gn$ "$ 2&i*$n%1i+n' %i$n$ 1o*o Gnli"" 1un%iG1#' 1liG1#  1ono1$# $l &olu*$n "$ lo &$@91ulo ?u$ $ "$2lBn 2o# l C##$%$# Ru% 00' %#*o Lun@un 3 Di&ii+n 4uo 3 C@u21' $1%o# Ron1@ – C@u21..

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D$%$#*in# l "$*n" &$@i1ul# $2$#" 2# l &9' $n l 1on"i1ion$ 1%ul$. D$%$#*in# $l %#G1o $i%$n%$ $n l &9' u &#i1i+n @i%+#i1' 1o*2oi1i+n &$@i1ul#  u 2#o$11i+n. D$%$#*in# l 1n%i"" "$ $7$ $?ui&l$n%$ ?u$ &n  %#ni%# 2o# l &9 l 5o

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1.3

D$%$#*in1i+n "$l &olu*$n  1o*2oi1i+n "$l %#G1o D$%$#*in# $l 9n"i1$ *$"io "i#io 2#o*$"io nul D$%$#*in# $l 61%o# "$ 1#$1i*i$n%o nul D$%$#*in# lo 61%o#$ "$%#u1%i&o 2o# $l %i2o "$ &$@91ulo

UBICACIÓN

El #$ "$ inu$n1i 69i1 "$l 2#o$1%o $% u8i1" l E%$ "$ l Lo1li"" "$ C@u21'  1o*2#$n"$ l 1##$%$# $n $%u"io ?u$ un$ l lo1li""$ "$ C@u21 1on C5$%$' 2# lo 1ul no u8i1*o $n l lo1li"" "$ Hu#i1' 2# nu$%# $%1i+n "$ 6o#o. Ku$ $ $n1u$n%#  /0Q<=<-.0S  Q0/=.// O' P# l lo1li"" "$ C5$%$ $ %i$n$n 0 !*.' $n%#$ lo "$%ino * &ii%"o $ $n1u$n%#n Lun@un' To*' Ron1@' Hun1' Sn Jo$ "$ Ku$#o.

;5 N< &1. U,05a50= >7 >08/0/ > H?a085a

;5 N< &2. U,05a50= Sa/70/a7 > 7a E8/a50= > C/ V@05?7a

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E

E8/a508 > 5/7 L 2#og#*1i+n "$ $%1i+n "$ 1on%#ol &$@i1ul#' $ $6$1%u+ "$ 1u$#"o  lo 1oo#"in"o 1on $l "o1$n%$ "$l 1u#o' 1oni"$#n"o l @o*og$n$i"" $n &olu*$n  1o*2oi1i+n &$@i1ul#' $n ?u$ $ u8"i&i"$ $l E7$ Vil $n $%u"io' $ in"i1n $n $l 1u"#o igui$n%$ El 1u"#o /./  g#G1o /./ *u$%#n l u8i11i+n "$ l E%1i+n "$l Con%#ol &$@i1ul#  E%1i+n "$ O#ig$n D$%ino

C?a> N< 1.1 U,05a50= > 7a E8/a50= > C/7 CODIFO TRAMO /. Volu*$n  1liG11i+n &$@i1ul# C@u21 3 E/ Hu#i1 0. En1u$% O#ig$n3D$%ino OD E/

NOM,RE Hu#i1

C@u21 C$#1"o C@u21

TAREA Con%$o 1on%9nuo P7$#o  1#g

Gráfico 1.3 Gráfico de Ubicación de la Estación de Control

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1.4


METODOLOIA

L *$%o"olog9 u" 2# @ll# $l 9n"i1$ M$"io Di#io (lMD)' 1o##$2on"$  l igui$n%$ 6+#*ul IMD  lMD. C * IMD  ( VlVV"W (E%1ion$ "$  "9) Don"$ IMD IMD  Volu Volu*$n *$n 1l 1liG1 iG1"o "o 2#o* 2#o*$"i $"io o "$ l $*n $*n  Vl  Vol Volu* u*$n $n 1l 1li iG1 G1"o "o "9 "9 l8 l8o# o#ll (lun (lun$' $' *#% *#%$' $' *i:# *i:#1o 1ol$ l$' ' 7u$& 7u$&$' $' &i$ &i$#n #n$) $)

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ESTUDIO DE TRAFICO CON FINES DE PAVIMENTACION Vnl C*


 Volu Volu*$n *$n 1liG 1liG1" 1"o o "9 "9 no no l8o# l8o#8l 8l$ $ ("9 ("9 8 8"o "o (V)' (V)' "o*i "o*ingo ngo (V")' (V")'  1% 1%o# o# "$ 1o## 1o##$11 $11i+n i+n $g> $g>n n $l *$ *$ ?u$ $ $6$1 $6$1%u+ %u+ $l $l 6o#o 6o#o..

En nu$%#o 1o olo $ 6o#o 6o #o un "9 2o# lo ?u$ $l IMD  Vl Don"$ Vl

 Vol Volu* u*$n $n 1li liG G1"o "o "9 "9 l8 l8o#l o#l (&i (&i$#n $#n$) $)

L $%2 $*2l$" 6u$#on l igui$n%$ /. R$1ono1 $1ono1i*i i*i$n%o $n%o $n 1*2o "$ l u8i11 u8i11i+n i+n "$ l 6u%u# 6u%u# $%1i+n $%1i+n'' %$ni$n %$ni$n"o "o $n 1u$n% lo "$%ino   un "i%n1i "$1u" "$ l lo1li""$ ?u$ $ in%$#1on$1%n 2o# *$"io "$ $% &9. 0. El8 El8o# o#1 1i+ i+n n "$ 6o#*% 6o#*%o o 2# 2# 6o# 6o#o o 2o# 2o# @o# @o#  un "i1io "i1ion nll 2# 2# 2l1 2l1   *o"$lo. A9 1o*o l $n1u$% "$ o#ig$n – "$%ino. =. In%l1i+ In%l1i+n n "$ E%1i+n E%1i+n  un !ilo*$%# !ilo*$%#o o "$l 1$n%#o 1$n%#o Po8l" Po8l"o o "$ Hu#i1. Hu#i1. . Co Con% n%$o $o V$@i1 $@i1ul ul# #  no% no%1i 1ion on$ $ "$ "%o "%o "$ 1*2 1*2o. o. T#8 #87o 7o "$ 1*2 1*2o' o' "$ 1on%$o &$@i1ul# "$ %o"o lo u7o "$ l &9 "$l #$ "$ inu$n1i' "u#n%$ n 1o## 1o##$2 $2on on" "''  l %$n" %$n"$n $n1i 1i  @i% @i%+# +#i1 i1  o 2#o 2#o$1 $11i 1ion on$ $ "$ 1#1 1#1%$ %$## o1i o1io o $1on+*i1o (P,l' 2#o$11ion$ "$ l 2o8l1i+n' $%1.)  $l %#G1o ?u$ $ $%i* lu$go "$ l 2&i*$n%1i+n' i"$n%iG1n"o $l %#ni%o no#*l' $l g$n$#"o  $l "$#i&"o /<. Con1luion$  #$1o*$n"1ion$ "$l $%u"io.

1."

NORMATIVA

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ESTUDIO DE TRAFICO CON FINES DE PAVIMENTACION • •


CliG11i+n "$ l 1##$%$# $g>n u 6un1i+n CliG11i+n "$ 1u$#"o  l "$*n"

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RED VIAL PRIMARIA .3 1on6o#*"o 2o# 1##$%$# ?u$ un$n l 2#in1i2l$ 1iu""$ "$ l n1i+n 1on 2u$#%o  6#on%$#. Si%$* N1ionl RED VIAL SECUNDARIA. – Con%i%u$n l #$" &il 1i#1un1#i% 2#in1i2l*$n%$  l Bon "$ un "$2#%*$n%o' "i&ii+n 2ol9%i1  "$ l n1i+n o $n Bon "$ inu$n1i inu$n1i $1on+*i1' $1on+*i1' 1on%i%u$n 1on%i%u$n l 1##$%$# 1##$%$# %#on1l$ %#on1l$ "$2#%*$n% "$2#%*$n%l$. l$. Si%$* D$2#%*$n%l. RED VIAL TERCIARIA O LOCAL.3 Co*2u$% 2o# 1*ino %#on1l$ &$1inl$ ?u$ un$n 2$?u$5 2o8l1ion$' 1*ino #u#l$ li*$n%"o#$' uni$n"o l"$  2$?u$5o $n%*i$n%o 2o8l1ion$. Si%$* V$1inl. V$1inl. C7a805a50= D A5?> A La Da>a D$ 1u$#"o  l no#* 2$#un "$ 1##$%$# Uno "$ lo 2#in1i2l$ 2$1%o ?u$ @ "$ %$n$#$ $n 1u$n% 2# l 1liG11i+n %:1ni1  o2$#%i& $ $l %#G1o' $ 2o# $llo ?u$ $ "o2%o 1o*o 1#i%$#io "$ 1liG11i+n $l &olu*$n "$ %#G1o 6u%u#o ?u$ o2o#%# l 1##$%$# $n $l 5o @o#iBon%$. T$n$*o l igui$n%$ 1liG11i+n

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E7 68/ 8/?>0 586> a ?a 5a/a > 2>a 57a8 a G? ?8/ IMD 8 > %2' @95?78 D a5?> a 7a8 a8 /505a8 6aa 7 >08 > 5a08 50a78: L igui$n%$ 1liG11i+n no $% 1on%$*2l" $n l No#* P$#un 2# $l "i$5o "$ 1##$%$#' in $*8#go $ 7uBg in"i2$n8l$ in%#o"u1i#l 2# 1u8#i# l g* "$ n$1$i""$ ?u$ $i%$ 2# %#G1o "$ 87o &olu*$n.

CAMINOS CV1 %#G1o "$ "i$5o 1on IMD $n%#$ /<< – 0<< &$@"i. CAMINOS CV2 %#G1o "$ "i$5o 1on IMD $n%#$ =< – /<< &$@"i. CAMINOS CV3 %#G1o "$ "i$5o 1on IMD $n%#$ =< &$@"i. TROCHAS CARROABLES Sin IMD "$Gni"o. D/ > 8/a 57a805a50= ?8/ 65/  8 5?/a 580>a> 6 / ? IMD ?5@ a a 78 580>a>8 a 78 5a08 50a78.

1.#

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IV DETERMINACION DE PARAMETROS DE DISEÑO 4.&1 IMD IMD  lMD. C * IMD  ( VlVV"W (E%1ion$ "$  "9) Don"$ IMD  Volu*$n 1liG1"o 2#o*$"io "$ l $*n Vl  Volu*$n 1liG1"o "9 l8o#l (lun$' *#%$' *i:#1ol$' 7u$&$' &i$#n$) Vnl  Volu*$n 1liG1"o "9 no l8o#8l$ ("9 8"o (V)' "o*ingo (V")' C*  1%o# "$ 1o##$11i+n $g>n $l *$ ?u$ $ $6$1%u+ $l 6o#o. En nu$%#o 1o olo $ 6o#o un "9 2o# lo ?u$ $l IMD  Vl Don"$ Vl

 Volu*$n 1liG1"o "9 l8o#l (&i$#n$)

TIPOS DE VEH_CULOS REFISTRADOS EN EL TRAMO CARRETERO. Ti(o de *e+,c-lo

Cantidad

i$e)os C2 C3 T2S2 T2S3 T3S3 B2

761 93 16 3 1 22 32

TOTAL

>$?

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4.&2 CALCULO DEL ESAL IMD 86a> K N< > V. Aa>  N< > V. D80a>  N< > V. a>

TIPOS I>I!
TIPO DE TRAFICO IMD AFOR DESVIAD ENERAD ESPERA O OS O DO 761 93 16 3 1 22 32

0 0 0 0 0 0 0

76 9 2 0 0 2 3

837 102 18 3 1 24 35

N< > @95?78 6 a K IMD 86a>  3#"

IMD ESPERA DO 837 102 18 3 1 24 35

NUM. VEH. POR AÑO 305524 37355 6427 1205 402 8837 12853

EJE E)UIVALENTE C;75?7 >7 EE > 78 >0/8 @95?78 g08/a>8.

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PESOS MEDIDAS 4 EJES EKUIVALENTES

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FACTOR DE PRESION DE INFLADO

T06

FD

T06

FD

T06

FD

C2 C3 C4 84

1.0 1.6 1.7 1.5

T2S2 T2S3 T3S2 T3S3

1.6 1.9 1.7 1.9

C3'2 C3'3 B2 B3-1B4-1

2.0 2.1 2.0 1.9

Fa5/ > C500/ REGION

RO5INCIA

O&LACION

C"pa&a *"nn

ima

&I REGIONAL ER CAITA

0.70%

5.00%

Con&ep&in

0.80%

5.00%

("an&ao

0.80%

5.00%

/a"os

1.40%

5.00%

ima

!-ente6 lan Inter7odal de Trans(ortes IT $'4$$3

N/a: P# $l 2#$$n%$ 2#o$1%o $ @ u%iliB"o l % "$ 1#$1i*i$n%o 2o8l1ionl 2#o&in1il "$ C@u21  Hun1o' i$n"o $l 2#o*$"io "$ <.<< 2# &$@91ulo lig$#o  "$ <.< 2# &$@91ulo 2$"o. Fc = ((1+i)^n)-1/i Donde: i= Tasa de creciien!o an"a# $or !i$o de %e&'c"#o () n = $eriodo de diseo C*#c"#o $ara V,i%ianos:

1 ((/<.<<) ^/<)3/)<.<< 1 /<.=

TIPOS

FACTOR CRECIMI ENT

I>I!
10.34 12.58 12.58 12.58 12.58 12.58 12.58

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D$ $% o2$#1ion$ $ 1l1ul $l #$ul%"o 2#1il 2o# %i2o "$ &$@91ulo' $l 1ul $ *u$%# $n $l igui$n%$ 1u"#o.

El ESAL $ "$ /=;'==

Ca75?7a> 7 *1'  N< > R6/0508: *1' K D>  DL  ESAL Don"$ D"  1%o# "$ "i%#i8u1i+n Di#$11ionl' ?u$ 2# nu$%#o 1o $# "$ <.

D> K &."

2 8/0>8

D"  1%o# C##il

7

7

7 5a07 6 8/0>

7

7

7

DL K 1 P 8 ?

* K &."  1.&  "13%#33 * K 2"#%'1! * K 2."!E#

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CONCLUSIONES

Lu$go "$ 1ul*in# 1on $l $%u"io "$ %#ni%o' 2o"$*o ll$g#  l igui$n%$ 1on1luion$

•

•

•

•

•

•

•

•

El IMD o8%$ni"o $n $l %#*o 1##$%$#o C@u21 – C5$%$ E/ Hu#i1 6u$ "$ ;0&$@91ulo S$ @ $%i*"o un %#G1o g$n$#"o $n 8$  l % "$ 1#$1i*i$n%o ?u$ $ "$ <.<< 2# V$@91ulo li&ino  <.< 2# &$@91ulo 2$"o' $%o 8"o $n l % "$ 1#$1i*i$n%o 2o8l1ionl  $l P,I R$gionl. L 1n%i"" "$ $7$ $?ui&l$n%$ ?u$ &n  %#ni%# 2o# l &9 l 5o $ "$ 0 ;'-/ En $l %#*o 1##$%$#o $ i"$n%iG1#on lo igui$n%$ &$@91ulo C0' C=' T0S=' T0S0  T=S= 1o*o lo ?u$ %#ni%n 2o# $% &9 9 1o*o &$@91ulo lig$#o $n u g#n *o#9' $gui"o "$ C0' ,0  T=S=. El %#G1o $ *o#*$n%$ "$ &$@91ulo li&ino $n @o# "$ <.<<  <-.<< @o# 1o*o @o# 2un% 2# $l %#ni%o $n l Bon' l 1ul$ $ 2#o$1%n  %i$n"$n  1#$1$# 2u$%o ?u$ l &9 $ $n1u$n%# $n 8u$n 1on"i1ion$  $i%$n *u1@o %#1%i&o %u#9%i1o $n $l %#$1%o. S$ "$%$#*in+ ?u$ $l 9n"i1$ *$"io "i#io 2#o*$"io nul $ "$ =0'<0 &$@. P# nu$%# 1##$%$# $n $%u"io. Lo 61%o#$ "$%#u1%i&o "$%$#*in"o on o1ion"o 2o# lo &$@91ulo "$ %i2o T0S0' $gui"o 2o# lo T0S=  T=S= 2# %#n2o#%$ 2$"o  lo ,0 $n %#2o#%$ "$ 27$#o. S$ "$%$#*in+ ?u$ lo &$@91ulo li&ino 2o# "9 on lo * #$1u##$n%$ $gui"o "$ lo C0  lu$go lo ,0  C= $n *$no#$ 2#o2o#1ion$

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VI

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SUERENCIAS O RECOMENDACIONES

S$ #$1o*i$n" u8i1# l $%1ion$ "$ 1on%$o 2#$&io #$1ono1i*i$n%o "$l %o%l "$l %#*o Gn "$ o8%$n$# "%o * 1o@$#$n%$. P# $l 1l1ulo "$ %#G1o g$n$#"o $ #$?ui$#$ "%o * 2un%ul$ 1o*o  ni&$l "$ "i%#i%o o "%o @i%+#i1o "$ IMD "$ l &9 $n $%u"io. P# un *$7o# 1on%#ol o8#$ $l 1on%$o $n 1*2o "$ $# 2oi8l$ u%iliB# un &i"$o 1*# o8#$ %o"o $n l @o# 2un% "on"$ lo &$@91ulo 2n *u $gui"o  $ "i691il 1on%#ol# $l 6o#o.

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ANE+O

E1 de conteo vehicular en el distrito de Huarisca.

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Personal realizando el Conteo Vehicular.

Personal realizando el Conteo Vehicular

Cartel informativo del tramo en estudio

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ejemplos de estudio trafico

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