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 W t '*= 5 *+(ero estructutural, "calidad de la ca)a# $2=2 E&e Tande( EALF = W tx $- = Carga en i)s so!re un e&e 'i()le, Tande( / tride( $2=0 E&e Tride( $2 = %, 2, 0 Codigo de e&e EA$1 = 1ACTOR 1ACTOR E E3E E CAR4A E6I7 E6I7A$E*TE A$E*TE : Es el n+(ero de cargas euialentes ue deDinen el dao )or )aso, so!re u na su)erDicie de rodadura de!ido al e&e en cuestiFn, en relaciFn al )aso de un e&e de carga 'tGndar, ue ususal(ente es de %; i)s=%;888l! Calculado (ediante las siguientes e-)resiones 18
LOG
(
W tx W t 18 18
4.79 LOG LOG ( 18 + 1 )− 4 . 7 9 LOG 9 LOG( Lx + L2 L 2 )+ 4 . 3 3 LOG 3 LOG( L 2 )+ )= 4.79
Gt B x
−
G t B18
B x
=0 . 4 +
( + )3 . 2 3 ( SN + 1 )5.19 L 23 . 2 3 0 . 0 8 Lx L 2
B%;= MEIO E TRA*'PORTE VEHICULOS MENORES CATEGORIA " L" MOTOAR ? MOTO $I*EA$
VEHIC# MA$OR CATEGORIA " M" A6TOMO7I$E' A6TOMO7I$E' 'TATIO* A4O* CAMIO*ETA PIC 6P PA*E$ COMBI B6' "B2# B6' "B0<%# B6' "B9<%#
IMA
PE'O TOTA$ "Tn#
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8.08
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58.8> 58.8> 58.8> 58.8> 58.8> 58.8> 58.8> 58.8> 58.8> 58.8> 0;.> @%.%>
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8.988 8.988
8.8888822 8.888885;
0.089 0.089 0.;55 0.;55 5.58 5.58 5.58 5.58 .8 .8 %5.9% 29.22
% % % % % % % % % % % % % 2 2 2 % % %
8.98% 8.98% 8.98% 8.98% 8.980 8.980 8.980 8.980 8.98; 8.98; 8.9@2 8.@9
8.88%822% 8.88%822% 8.88%;%9 8.88%;%9 8.8805%@ 8.8805%@ 8.8805%@ 8.8805%@ 8.8208;5 8.8208;5 8.505052 0.%9522;
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8.9@2 8.@9 8.500
8.505052 0.%9522; 2.8%8;@@
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8.505052 0.%9522; %.%222 8.505052 0.%9522; 0.%9522; 2.8%8;@@
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8.505052 2.8%8;@@ 2.8%8;@@ 8.505052 2.8%8;@@ 0.%9522; 0.%9522; 8.505052
=
G t LOG
(
− ) 4 .2 −1 .5 4 . 2 P t
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8.505052 2.8%8;@@ 0.%9522; 0.%9522; 8.505052 2.8%8;@@ 0.%9522; 2.8%8;@@ 8.505052 2.8%8;@@ 2.8%8;@@ 2.8%8;@@
8.9@2 8.9;% 8.@9 8.500
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CRCAMIN + REMOL*UE C2R2
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% % % % % % % 2 % 2 % % % 2 % 2 % 2 2 2 % 0 % % % 0 % 2 2 2 % % 2 2 % 2 2 2 2 2
CRBCAMIN + REMOL*UE BALANCEADO C2RB%
8 C2RB2
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TSTRACTO CAMIN + SEMIREMOL*UE DOBLE T0'2'2
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el. Post. 8% Post. 82 Post. 80 el. Post. 8% Post. 82 Post. 80 Post. 89 Post. 85
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el. Post. 8%
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TSTRACTO CAMIN + SEMIREMOL*UE TRIPLE T0'2'%'2
Ing. Enzo A. Morales Berrio Consultor
8
T0'e2'%'e2
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2 % 2 % 2 % % % % %
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Σ=
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FACTORCAMIÓN i× IMD i ( G )( D )( L )( Y )× 365
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Ing. Enzo A. Morales Berrio Consultor
%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
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9
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9
9 @%.88 9 52.88 9 5.88 9 59.88 9 59.88 9 @;.88 0 0 0 0 0 0 0 0 58.88 9 @%.88 @
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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 W t = Es)esor de la losa en Pulgadas $2=2 E&e Tande( EALF = W tx $- = Carga en i)s so!re un e&e 'i()le, Tande( / tride( $2=0 E&e Tride( $2 = %, 2, 0 Codigo de e&e EA$1 = 1ACTOR E E3E E CAR4A E6I7A$E*TE : 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, en relaciFn al )aso de un e&e de carga 'tGndar, ue ususal(ente es de %; i)s=%;888l! Calculado (ediante las siguientes e-)resiones 18
LOG
(
W tx W t 18
)=4.62 LOG ( 18+ 1 )−4.62 LOG( Lx+ L2 )+ 3.28 LOG( L 2 )+
G t B x
−
Gt B18
B x
=1 +
(
+
3.63 Lx L 2 8.46
( D + 1 )
L 2
)5 .2 3.52
B%;= %.85@ MEIO E TRA*'PORTE
VEHICULOS MENORES CATEGORIA " L" MOTOAR ? MOTO $I*EA$
VEHIC# MA$OR CATEGORIA " M" A6TOMO7I$E' 'TATIO* A4O* CAMIO*ETA PIC 6P PA*E$ COMBI B6' "B2# B6' "B0<%# B6' "B9<%#
IMA
PE'O TOTA$ "Tn#
!6 22;@
8.08
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0.88
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5.88
%;
5.88
2
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%%
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CAMIO* "C2#
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8.888882 8.888880
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% % % % % % % % % % % % % 2 2 2 % % %
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8.5%5;@@ 0.9@8 0.5%25
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8.5%5;@@ 0.9@8 9.220@@ 8.5%5;@@ 0.9@8 0.9@8 0.5%25
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8.5%5;@@ 0.5%25 0.5%25 8.5%5;@@ 0.5%25 0.9@8 0.9@8 8.5%5;@@
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