MEMORIA DE CALCULO DEL ESPESOR ESTRUCTURAL DEL PA@IMENTO RIGIDO
CALLE VIRGEN DE FATIMA Proyecto :C'#a*6! "# P*%,a% ? @#'#"a% #! #( 7a''* )*'g#! "# a,*+a "#( #!,' &7(a" "# ?a!aaB D*%,'*, "# a!a;a!a - Da!*#( Ca''*! - Pa% Fecha
: MARZO DEL 2012 METODO AASTHO -93
E% ;! "# (% +#,"% +a% ;,*(*a"% ? "# +a?' %a,*%a*! a !*)#( *!,#'!a*!a( &a'a #( "*%# "# &a)*+#!,% 'g*"%. Da" ;# *!)#%,*ga*6! "# (a a;,&*%,a AASHTO #! "*#'#!,#% *';*,%.#% "#%a''((a" #! ;!*6! a ;! +," #&#'*+#!,a(B ! ;!a &';!"a FORMULACIÓN DE DISEÑO. La #;a*6! 7%*a "# "*%# a (a ;# ((#g6 AASHTO &a'a #( "*%# "# &a)*+#!,% 'g*"% &a'a ;! "#%a''(( a!a(,*B %# #!;#!,'a &(a%+a"a ,a+7*! #! !+g'a+a% "# (;(B #%,a #%#!*a(+#!,# 7a%a"a #! (% '#%;(,a"% 7,#!*"% "# (a &';#7a #&#'*+#!,a( "# (a a''#,#'a AASHTO. AASHTO. La #;a*6! "# "*%# &a'a &a)*+#!,% 'g*"% +"*a"a &a'a (a )#'%*6! a,;a( #% (a ;# a !,*!;a*6! %# &'#%#!,a FORMULA GENERAL AASTHO
VARIABLES DEL DISEÑO ESPESOR (D). E( #%&#%' "# (%a "# !'#,B #% (a )a'*a7(# DV ;# &'#,#!"#+% "#,#'+*!a' a( '#a(*a' ;! "*%# "# &a)*+#!, 'g*". E( '#%;(,a" "#( #%&#%' %# )# a#,a" &' ,"a% (a% "#+% )a'*a7(#% ;# *!,#')*#!# #! (% (;(%. E% *+&',a!,# #%&#*a' ( ;# %# "*%#aB ?a ;# a &a',*' "# #%&#%'#% '#g;(a'#% ;!a &#;#a )a'*a*6! &;#"# %*g!*a' ;!a )a'*a*6! *+&',a!,# #! (a )*"a 4,*(. TRAFICO (!"). E( +," AASTHO "*%#a (% &a)*+#!,% "# !'#, &' a,*ga. La a,*ga %# #!,*#!"# + #( !4+#' "# '#&#,**!#% 6 *(% "# a'ga ;# a,4a! %7'# ;! #(#+#!, "#,#'+*!a". A( #%,a7(##' ;!a )*"a 4,*( "# "*%#B #! '#a(*"a" ( ;# %# #%,a a*#!" #% ,'a,a' "# #%,*+a'B #! ;! &#'*" "# ,*#+&B #( !4+#' "# '#&#,**!#% "# a'ga a (a% ;# #%,a' %+#,*" #( &a)*+#!,. La )*"a 4,*( +!*+a ! (a ;# %# "#7# "*%#a' ;! &a)*+#!, 'g*" #% "# 20 a%B #! (a ;# a"#+% %# !,#+&(a #( '#*+*#!, "#( ,' ";'a!,# %; )*"a 4,*(B ;# "#&#!"# "#( "#%a''(( %*-#!6+* "# (a !a. TRAFICO ESAL#$
( 1+ ') ! − 1 ESAL:% = TDP× A × × 3KM× × FC L!( 1+ ') D!"#: ESAL%$ TPD$ A$
N;+#' #%,*+a" "# #<#% #;*)a(#!,#% "# .2 ,!#(a"a% T'a!%*, &'+#"* "*a'* *!**a( P'#!,a<# #%,*+a" "# )#*;(% P#%a"% 7;%#% a+*!#% P ,a<# " #* ( " (# #( '*( "# "*%#
'$
3
PER&ODO DE DISEÑO (P'). E( &'#%#!,# ,'a7a< !%*"#'a ;! &#'" "# "*%# "# 20 a%. R#+#!"a7(# P" $
20.00
FACTOR DE SENTIDO (F$). D#( ,,a( "#( ,' ;# %# #%,*+a &a'a #( "*%# "#( &a)*+#!, "#7#' "#,#'+*!a'%# #( ''#%&!"*#!,# a a"a %#!,*" "# *';(a*6! CIRCULACION U! %#!,*" D7(# %#!,*"
FACTOR 1.0 0. F% $
0.0
FACTOR CARRIL (Fc). E% ;! #*#!,# ;# &#'+*,# #%,*+a' ;# ,a!, #( ,' *';(a &' #( a''*( "# "*%#. N CARRIL 1 2 3 J
FACTOR CARRIL 1.00 0.0 a 0.K0 a 0.0 a F $
FACTOR DE EIVALENCIA DE TR%FICO.
0.0
1.00 0.0 0.
99.9 99.99 R $
-3.090 -3.0
0.000
DESVIACI*N ESTANDAR( +r). E% ;!*6! "# (% !*)#(#% %#(#*!a"% "# !a7*(*"a". Z' $
0.000
ERROR EST%NDAR COMBINADO (So): AASHTO &'&;% (% %*g;*#!,#% )a('#% &a'a %#(#*!a' (a @a'*a7*(*"a" E''' E%,!"a' C+7*!a" SB ;? )a(' '#+#!"a" #%: Pa'a &a)*+#!,% 'g*"% E! !%,';*6! !;#)a E! %7'# a&a%
0.30 W 0.J0 0.3 0.J S $
0.3
SERVICIABILIDAD (, PSI): La %#')**a7*(*"a" %# "#!# + (a a7*(*"a" "#( &a)*+#!, "# %#')*' a( ,*& "# ,' a;,% ? a+*!#% ;# *';(a! #! (a )a. La +#"*"a &'*+a'*a "# (a %#')**a7*(*"a" #% #( Y!"*# "# S#')**a7*(*"a" P'#%#!,#. E( &'#"*+*#!, "# "*%# AASHTO &'#"*# #( &'#!,a<# "# &#'"*"a "# %#)**a7*(*"a" 8 PSI &a'a )a'*% !*)#(#% "# ,' ? a'ga% "# #<#%. C+ #( !"*# "# %#')**a7*(*"a" !a( "# ;! &a)*+#!, #% #( )a(' +% 7a< "# "#,#'*' a ;# &;#"# ((#ga' #( +*%+B %# %;g*#'# ;# &a'a a''#,#'a% "# &'*+#' '"#! "# +a?'
TIPO DE PA@IMENTO
S RECOMENDADO P%* K2.0 K2.0 KJ0.10 KJ0.10 9.J0
A;,&*%,a% Ca''#,#'a Z!a% I!";%,'*a(#% U'7a!% &'*!*&a(#% U'7a!% S#;!"a'*% S $
JKJ
P%*
DRENA-E (C') "# ,*#+& "#( a #! ;# #( &a)*+#!, #%, #&;#%, a !*)#(#% "# %a,;'a*6! M#!' a 1 1 a a 2 Ma?' a 2 E#(#!,# 1.2 W 1.20 1.20 W 1.1 1.1 W 1.10 1.10 ;#! 1.20 W 1.1 1.1 W 1.10 1.10 W 1.00 1.00 R#g;(a' 1.1 W 1.10 1.10 W 1.00 1.00 W 0.90 0.90 P7'# 1.10 W 1.00 1.00 W 0.90 0.90 W 0.0 0.0 M;? &7'# 1.00 W 0.90 0.90 W 0.0 0.0 W 0.0 0.0
Ca(*"a" "# D'#!a<#
Pa'a #( a% (% +a,#'*a(#% a %#' ;%a"% ,*#!# ;!a a(*"a" '#g;(a' "# "'#!a<# ? #%,a #&;#%, #! ;! 30 ";'a!,# ;! a !'+a( "# &'#*&*,a*!#%. C" $
0.90
COEFICIENTE DE TRANSFERENCIA DE CARGA (-). E% (a a&a*"a" ;# ,*#!# (a (%a "# ,'a!%+*,*' ;#'a% ',a!,#% a (a% (%a% a"?a#!,#%B ( ;# '#&#';,# #! +*!*+*a' (a% "#'+a*!#% ? (% #%;#'% #! (a% #%,';,;'a% "#(
E $
3B03B9K.23 P%*
MODLO DE REACCION DE LA SB RASANTE () S# a! &'&;#%,% a(g;!a% ''#(a*!#% "# > a &a',*' "# "a,% "# "a,% "# CR "# "*%# "# (a S;7 Ra%a!,#B %*#!" ;!a "# (a% +% a#&,a"a% &' ASSHTO (a% #&'#%*!#% %*g;*#!,#%: > $ 2. ^ 2.Lg CR M&aX+ > $ JK.0 ^ 9.0Lg CR M&aX+
_ _
CR c 10 CR ` 10
CR %;7 'a%a!,#$ 10.J0 S#g4! #%,;"* '#a(*a" La7'a,'* "# M#a!*a "# S;#(%. >$
.
ESPESOR DEL PAVIMENTO S#g4! (a '+;(a G#!#'a( AASHTO:
∆ PSI ) − 4 . 5 1 . 5 = Zr × So + 7.35 × Log 10 ( D + 1) − 0.06 + 7 1.624 × 10 1+ 8.46 ( D + 1) Log ( 10
Log 10 (W 18)
+ ( 4.22 − 0.32 × Pt ) × Log 10 [ 215.63
S ´c
× Cd × ( D 0.75 − 1.132)
215.63 × J × ( D
0.75
−
18.42
(
)
0 25
] )
DISEÑO DE ESPESOR DE PAVIMENTO RIGIDO METODO AASHTO-93
PROYECTO:
C'#a*6! "# P*%,a% ? @#'#"a% #! #( 7a''* )*'g#! "# a,*+a "#( #!,' &7(a" "# ?a!aaB D*%,'*, "# a!a;a!a - Da!*#( Ca''*! - Pa%
FECHA:
3/30/2016
DATOS DEL PROYECTO
PERIODO DE DISEÑO
20.00
años
TASA DE CRECIMIENTO
3.00
%
FACTOR DE SENTIDO
0.50
FACTOR CARRI!
0."0
S#E!O DE F#NDACION: C$R DE DISEÑO:
10.0
%
)3*+6*.0"
INDICE DE SER,ICIA!IDAD INICIA! & Po(
.50
INDICE DE SER,ICIA!IDAD INICIA! & P-(
2.00
DATOS DE DISEÑO
TRAFICO &ESA!'s(
DISEÑO DE ESPESOR DE PAVIMENTO RIGIDO METODO AASHTO-93
PROYECTO:
C'#a*6! "# P*%,a% ? @#'#"a% #! #( 7a''* )*'g#! "# a,*+a "#( #!,' &7(a" "# ?a!aaB D*%,'*, "# a!a;a!a - Da!*#( Ca''*! - Pa%
FECHA: 3/30/2016 AS#MIMOS #NA !OSA DE CONCRETO
20.00
RES#MEN DE C$R C'#a*6! "# P*%,a% ? @#'#"a% #! #( 7a''* )*'g#! "# a,*+a "#( #!,' &7(a" "# ?a!aaB D*%,'*, "# a!a;a!a - Da!*#( Ca''*! - Pa%
CALICATA VIRGEN DE FATIMA C3 C C10
0^092 0^1 0^22
(4)
(6)
CBR AL 516 (6)
0.30 - 0.90 0.30 - 0.0 0.30 - 0.0
20.10 1.J0 1K.0
1J.30 13.0 10.J0
OBSERVACIONES
FLUJO VEHICULAR POR LAS AVENIDAS EN ESTUDIO (IMD) MC'#a*6! "# P*%,a% ? @#'#"a% #! #( 7a''* )*'g#! "# a,*+a "#( #!,' &7(a" "# ?a!aaB D*%,'*, "# a!a;a!a - Da!*#( Ca''* TRANSITO VEHICULAR POR DIA / TIPO DE VEHICULO NOMBRE DE VIA
VIRGEN DE FATIMA %
AUTO
CAMIONETA RURAL
COMBI
BUS MEDIANO
CAMION 1 EJE F-7
CAMION DE DOBLE EJE
VOLQUETE
TOTAL
%
100
24
113
2
0
0
18
0
157
15.2%
71.7%
1.27%
!.!!%
!.!!%
11."#%
!.!!%
1!!.!!%
TOTAL
2".!!
11$.!!
2.!!
!.!!
!.!!
1.!!
!.!!
157.!!
%
15.2%
71.7%
1.27%
!.!!%
!.!!%
11."#%
!.!!%
1!!.!!%
A
18 ;
25*71 12*8<
Fuente: Elaborac!n "ro"a #el "ro$ect%ta& %e'(n el e%tu#o #e ca)"o* CALLE VIR&EN DE FATIMA
+,R-ENTA.E E/TIMAD, DE VEI-,/ +E/AD,/ /E/ -AMI,NE/6 +,R-ENTA.E DE VEI-,/ +E/AD,/ 9E /AN E -ARRI DE DI/E,
- Pa%
