pavimentos 2016

8/18/2019 Pavimentos 2016

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PAVIMENTO /LEXILE: COMPONENTEASICO AS/ALTO


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PAVIMENTO ARTICULADO:COMPONENTE ASICO ADOUINES


6/30

VIAS URANAS

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VIA EN UN SENTIDO

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7/30

COMPONENTES DE LA VIA

URANA• L"'")% !% 7r7"%!(!• V"( 7r""7(%: A$)7")(-A%"!(• V"( ()%r(% V4( C%)r(• V4( %$!(r"( C(% '$%-5"r%-7((5% •

C(rr"%• %r'(• S(r!"%%• A%r( V%r%!(• (r!"%• C"4(• + P(% Crr$% ( !%"%• I)%r(';" "(%


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9/30

AVENIDA PRINCIPAL

LP V . BL . C . BC . C . BL . V .LP 2.4 2.4 6.6 9.2 6.6 2.4 2.4

------------------------------------- 32. --------------------------------------

L.P. ! L"#ite de Propiedad

V! Vereda ancho #"ni#o $.2 # %ayores anchos #&ltiplo

de .6 #C! Cal'ada (or#ada con dos ) #ás carriles. Carriles ancho

#"ni#o 3. # en calles co#unes e*cepcional#ente2.+ #. En avenidas ancho #"ni#o 3.3 #. En v"asinterre,ionales o v"as e*presas ancho #"ni#o 3.6 #.

BL! Ber#a lateral ncho #"ni#o 2.4 #BC! Varia/le en (unci)n al espacio disponi/le. %"ni#o

.9 #

0ardineles .$1 * .4

i(erencia de niveles entre la Vereda y la Cal'ada ! .$1#

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10/30

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11/30

Gr(! !% ((% !% P%r< %'()%r"( !% 7("'%).

• El Per& es uno de los pa"ses suda#ericanos con#enos carreteras pavi#entadas y con #áscarreteras en #al estado. 5uestra densidad dev"as pavi#entadas por il)#etros cuadrados de

super7cie está #uy por de/a8o de la #ediare,ional superando s)lo a Bolivia en el áreaandina. 0olo para dar un e8e#plo EE.::. ;iene el


12/30

I'7r)("( !% 7("'%)

• L( 4( !% '$"("= ;(% !%!%(rr !% 7(4> 7(r( %r (7(% !%'7%)"r % % !%(rr %='" +

7(r( '%5r(r ( ("!(! !% "!( !% $,(;")()%.

• S ?()r% !%)%r'"()% 7(r( (;()"r (

!"r"'"("= #%#r@( + "( + )%%r$( %B7("= %='"( + "()%";%.

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L 7("'%) '%5r( % )r(7r)% "(


13/30

DE/INICION DE PAVIMENTO

• E $( E)r$)$r( "( '$)"(7(> $%)"%% ' ?$"= ;@"( % 7%r'")"r% )r@") !% 7%()% + %,4$>

;(5 ( !""% !%:• 0e,uridad.

• Co#odidad

• Costo )pti#o de operaci)n


14/30

C(r()%r4)"( $% !%;% !% )%%r 7("'%).

• S$7%r"% $"?r'%. S$7%r"% "'7%r'%(;%. Cr + )%B)$r( (!%$(!.

R%")%"( ( ( r%7%)""= !% (r#(. R%")%"( ( ( ("= !% '%!"(';"%)%.

$% )r('")( ( ( $;r(()%%?$%r&'(+r% ( $ r%")%"(.


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C>%P>5E5;E0 E L0 V?0:B5AS

• V"a: E7(" 7(r( % )r@") %,"$(r + 7%()(.• V"as laterales: E7(" 7(r( % )r@") %,"$(r %

%)"! )r(r".• Cal'ada: V4( 7(r( % )r@") %,"$(r 7("'%)(!(.•

Carril: E7(" 7(r( % )r@") !% $ %,4$.• Ber#a centra: E7(" %)r( !% ( 4( $% !""!% (

4( ()%r(%.• Ber#a lateral: E7(" %)r% ( %r%!( + ( "(

()%r(%> $% "r% 7(r( % %)("('"%) !%

%,4$.• Vereda o cal'ada: %7(" 7(r( % )r@") 7%()(.• 0ardinel: E)r$)$r( $% !""!% ( 4( ()%r( + (

;%r'(.


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TIPOS DE PAVIMENTOS

• Pavi#ento @le*i/le.- D!% $ (7( !%r!(!$r(> %)@ ?r'(!( '%!"()%(?() + (#r%#(! "%r)%> )"%% $( ;(%

+ $;(%.• Pavi#ento ",ido.- D!% $ (7( !%

r!(!$r( %)@ ?r'(!( '%!"()% $(( !% r%) !% %'%) 7r)(!.

S r%$"%r% ;(%.• Pavi#ento articulad.- C?r'(! 7r

(!$"% !% r%). T"%% $( ;(%.


17/30

0ecci)n transversal de un pavi#entoAe*i/le. Capas co#ponentes

• C(r7%)( (?@)"(: E7%r '4"' 1• (%: Ar'(! %7%r '4"' 10 '.•

S$;(%: M()%r"( #r($(r-Fr'"#=-Ar%(> %7%r'4"' 10 '.• L %7%r% !% $ !% ( (7( (r4( % ?$"= (

( (r#( %,"$(r%.

C(7( !% r!(!$r( = (r7%)( (?@

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S$;(%

S$;r(()% $% ()$r(

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18/30

0ecci)n transversal de unpavi#ento ",ido.

• C(7( '7%)%.

• L( !% C° ? 210 H#'2 %7%r '4"' 1 '.•

(% !% ,r'"#= (r'(! %7%r '4"' 10'.• E %7%r !% ( ( (r4( % ?$"= ( ( (r#(

%,"$(r%

C(7( !% r!(!$r( = ( !% °(%

S$;r(()% $% ()$r(

R(()%


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S%"= T47"( !% $ 7("'%)(r)"$(!


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D"?%r%"( %)r$)$r( %)r% $7("'%) r4#"! + $ J%B";%.

• L( 7r""7( !"?%r%"( % =' (!( $ !%% )r('")% ( (r#( ( ( $;r(()%.

PAVIMENTO RIGIDO•

L( ()( r"#"!%& !% ( ( !% r%) % 7%r'")%'()%%r% ' $( 7(( + !")r";$"r ((r#( ;r% $ @r%( '(+r !% ( $;r(()%>)r('")"%! 7r%"% '$+ ;(5( ( ( (7("?%r"r%.

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C(r()%r4)"( !% P("'%)/%B";%

• Tr('")% ( (r#( % $7%r"%'@ %)r(!(> !%;"! ( ( '(+r!%?r'("= !% $ %)r$)$r( + (

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ESUEMAS

D%?r'("=

C(r#(

PAVIMENTO /LEXILE + Ar)"$(!VISCO - ELASTICO

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D%?r'("=

PAVIMENTO RIGIDO


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/$"% !% (!( $( !%( (7(

• Capa de rodadura: R%";"r !"r%)('%)% ((r#( %,"$(r% ( )r(K !% %$'@)" +)r('")"r( !""7(!('%)% ,("( ( (7("?%r"r%. Pr%"= (7rB"'(!('%)% 1 ;(r%.

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DISEO DEPAVIMENTOS

• /ACTORES UE IN/LUEN.• CARGA VEFICULAR .- R%7r%%)(! 7r

% EAL.• EAL-EUIVALENTE APLICATION LOAD• DE/INICION DE EAL:• E % 7% %$"(%)% ( 18>000 ; !%

(r#( 7r %5% !% $ %,4$ $%)r('")% ( 7("'%) + $ (r % 1EAL.


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EAL MAS REPRESENTATIVOS

• ;ipo de veh"culo Pesoe8e

EL

• V(#% 1>000 ; 0.000Q0• C('"%)( 2>000 ; 0.0• V$%)% !% 10 '3 18>000 L; 1.00• C('"= 10 R$%!( 20>000

1.• S%'")r("%r %5% 30>000 6.9Q• S%'")r(+%r %5% 0>000 21.08


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/ACTORES CAMION MASREPRESENTATIVOS EN USA

• T"7V%,4$ V4( $r;(( V"( r%#"(% :nds E8e si#ple

• C('"% 2%5% R 0.0Q 0.0• C('"% 2E5% 6 R 0.260.21• C('"% 3 E5% 10R 1.030.Q3 0e#itrailers• D% 3 %5% 0.Q0.• D% %5% 0.8Q0.Q3• D% %5% '@ 1.020.9


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DETERMINACION DEL EAL DEDISEO

• T"7V%,4$ N° V!4( N° ( / /r% EAL'"%

:nds E8e si#ple

•

C('"% 2E- R20 8Q>600 0.0 2.3 106• C('"% 2E- 6 R6 23>360 0.21 2.3 119• C('"% 3 E-10R 12 >380 0.Q3 2.3 Q8 0e#itrailers• D% 3 %5% 6 2>190 0. 2.3 2• D% %5% 20 Q>300 0.Q3 2.3 13• D% %5% '@ 138 030 0.9 2.3 1162• TOTAL 100>000

pavimentos 2016

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