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PAVIMENTO /LEXILE: COMPONENTEASICO AS/ALTO
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PAVIMENTO ARTICULADO:COMPONENTE ASICO ADOUINES
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VIAS URANAS
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COMPONENTES DE LA VIA
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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
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L.P. ! L"#ite de Propiedad
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Gr(! !% ((% !% P%r< %'()%r"( !% 7("'%).
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DE/INICION DE PAVIMENTO
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C>%P>5E5;E0 E L0 V?0:B5AS
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TIPOS DE PAVIMENTOS
• Pavi#ento @le*i/le.- D!% $ (7( !%r!(!$r(> %)@ ?r'(!( '%!"()%(?() + (#r%#(! "%r)%> )"%% $( ;(%
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0ecci)n transversal de un pavi#entoAe*i/le. Capas co#ponentes
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0ecci)n transversal de unpavi#ento ",ido.
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S%"= T47"( !% $ 7("'%)(r)"$(!
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C(r()%r4)"( !% P("'%)/%B";%
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ESUEMAS
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/$"% !% (!( $( !%( (7(
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DISEO DEPAVIMENTOS
• /ACTORES UE IN/LUEN.• CARGA VEFICULAR .- R%7r%%)(! 7r
% EAL.• EAL-EUIVALENTE APLICATION LOAD• DE/INICION DE EAL:• E % 7% %$"(%)% ( 18>000 ; !%
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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
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