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UNIVERSIDAD PRIVADA DEL NORTELAUREATE INTERNACIONAL UNIVERSITIES

Facultad de Ingeniería

Escuela profesional de Ingeniería Civil

CURSO: PAVIMENTOS.

TEMA: VERIFICACION Y DISEÑO DE LA CARRETERA.

GRUPO:

− MACHADO PAPUICO CRISTIAN

− AGUILAR PALOMINO BRIGHITT− MONTAÑEZ BALBOA JONATHAN

INSTRUCTOR:

− ING. VIDAL VELASQUEZ MANUEL NAHON.

CICLO: 2015 - II.

AÑO:

2015



INDICE

1. ANTECEDENTES

2. OBJETIVOS.

. MARCO LEGAL DEL PROYECTO

!. DATOS GENERALES

!.1 NOMBRE DEL PROYECTO!.2 LOCALIZACI"N DEL PROYECTO!. ORGANIZACI"N SOLICITANTE

5. DIAGNOSTICO DE LA SITUACI"N ACTUAL

#. DESCRIPCION DEL PROYECTO

$. PLANTEAMIENTO DEL PROYECTO

%. TOPOGRAF&A

'. IMPACTO AMBIENTAL

10. PRESUPUESTO Y PLAZO DE EJECUCI"N

11. DURACION DE LA OBRA

12. MODALIDAD DE EJECUCION



1. ANTECEDENTES:

• E( )*+),/+ ( )*/ /3+ )*+4* ( 46 3 34 7*/*38/3* 4(

8+ ( 7 3)** ( 788 8/3( ( 8(( +/9+( 8+ ( :)(8,

46 ; 8+/*388, )/. A6 ::+ *+** ( /*9/+ 4<83(* ; ( 3+ ( 9*

/ ( )*+;8/+ )* 6 *( :;+* ::+ ( 46= :>+* 8( 4

(+ :+*+* ; )/+= 4/* ( /*+*+ ( )*?3 3/+:+/+* ; 7(3@ ( /*9/+.

• L M38)( D/*/( I:)*( = / )*++ 3 )*+*: 4*+ (

(+*8, ( /3+ 4*, )(8 4( E)/ T88+ 7/4+ (

)*+;8/+ ELABORACI"N= COMPLEMENTACI"N Y ACTUALIZACI"N DEL

EPEDIENTE MEJORAMIENTO E ILUMINACI"N DE LA CALLE LUIS SNCHEZCERRO= DISTRITO IMPERIAL= CAÑETE - LIMA

• C+ 78< 2! S)/:* ( 201!= ( C+:/ E)8( >38, ( B3 P*+ (

ADJUDICACI"N DE MENOR CUANT&A NK 00$-201!-CEPMDQ )* ( 8+/*/8,

( *48+ 8+3(/+*6 (+*8, ( )/ /88+ E(+*8,=

C+:)(:/8, ; A8/3(@8, ( E)/ M>+*:/+ I(3:8, (

C(( L3 S98<@ C**+= D/*/+ I:)*(= P*+48 C/ - L:= (

CONSORCIO ESTUDIO CAÑETE. C3;+ *)*// (( C*(+ G3((*:+

C+(?3* L*+= 83;+ /(( :)+*/= 8+/ (+ +83:/+ /*/ (

)*/ 8+/*/+.

2. OBJETIVOS:

E( *48+ 8+3(/+*6 )* ( ELABORACI"N= COMPLEMENTACI"N Y ACTUALIZACI"NDEL EPEDIENTE MEJORAMIENTO E ILUMINACION DE LA CALLE LUIS SNCHEZCERRO= DISTRITO DE IMPERIAL - CAÑETE LIMA= / 8+:+ +>/4+ *(

• /78*= )*8*= (@* ; 83/78* ( /+ ( */* :8, ; (

788 ; 8*8 ( 46 7 +(38+*( ; :>+** ( I7*/*38/3* V( ( )+(8, 83+ 6 ( 8*83(8, )/+( ; 7(3>+ 3/+:+/+* ( 8(( L3S98<@ C**+ ( /*/+ I:)*(.



3. MARCO LEGAL DEL PROYECTO:

E( )*+;8/+ +:+ E(+*8,= C+:)(:/8, ; A8/3(@8, ( E)/

M>+*:/+ (3:8, ( C(( L3 S98<@ C**+= D/*/+ I:)*(=

C/ - L: :*8 /*+

• L; N+. 2$2' L; ( S/: N8+( I4*, P(8= D8*/+ S3)*:+ N

102-200$-EF R(:/+ ( S/: N8+( I4*, P(8 ; ( D*8/4 N

001-2011-EF#%.01 D*8/4 G*( ( S/: N8+( I4*, P(8

)*+ )+* R+(38, D*8/+*( N 00-2011-EF#%.01.

• L; M*8+ ( P*3)3/+ P*/8)/4+ L; NK 2%05#= A*/683(+ 2.- O>/+ L L; /

)+* +>/+ /(8* )+8+ ?3 3* ( 78/4 )*/8)8, (

+8 84( ( )*+8+ P*+*:8, P*/8)/4 ( P*3)3/+= ( 83(

**+(( *:+6 8+ (+ )( **+((+ 8+8*/+ (+ +*+

*+( ; +*+ (+8(= 6 8+:+ ( 78(@8, ( /,.

• L; O*98 M38)( L; N 2$'$2= ( T6/3(+ V= C). I= A*/83(+ $K=

8+ 1= ?3 /(8 8+:)/8 ; 738+ ( :38)( :/*

@+788,= 8//*+ 3*+ ; *3*(= <(/8, 3*= :/+ 768+ ((

/:/+ <3:+= 8+8+:/+ /**/+*(= *+48, 3*=

7*/*38/3* 3* + *3*( 98= 4(= )/*:++ </,*8+= 83(/3*( ;

)>6/8+= (+ 83( > :7/+ ( 8+:)*+:+ (+ ,*+ (+8( )+* 3:*

/ *)+(. L 88+ ?3 ( )*/ )*+;8/+ 78/3*9=

83/* 8+/:)( /*+ ( 738+ )8678 8+:)*/ (+

+*+ (+8(= 83*+ ( +*:/4 4/ ; )*+ ( L; O*98

M38)(= T6/3(+ V= C). II= A*/83(+ $'K 8+ !.1= ?3 /(8 E>83/*

*8/:/ + )*+4* ( >838, ( +* 7*/*38/3* 3* + *3*( ?3

)( )* ( 4+(4:/+ ( 4 ( 48*+= ( )*+388,=

( 8+:*8+= ( /*)+*/ ; ( 8+:388, ( /*/+= /( 8+:+ )/ + 8(@=

46= )3/= )*?3= :*8+= 8( **8,= (+8( 8+:3(= /8.

8++*8, 8+ ( M38)( P*+48( *)8/4.

4. DATOS GENERALES



A/ ( 8*:/+ )+(8+( ; ( 8*8:/+ 8+:*8( ( D/*/+ I:)*(= (

/*9/+ )/+( ; 4<83(* < 3:/+ 8+*(:/= )+* 8/ 8+/*

3 )4:/+ 3)*+* 8+ 83 46 )* (43** ( 8+8+

/*/( )/+( (+ /*/ ( @+= 8/3(:/ + 83/ 8+ (8+8+ :6: /*/( ; +* /++ 3*.

C+:+ 8+838 / P*+(: C/*(= ( 83* ( 8(( ( )*/

P*+;8/+= +)* 8+ (4+ 8+/+ +)*8, 4<83(* (+ ?3 +8+

:38, ( */( ( /*)+*/= :3;+ ( +7*/ 4<83(*. D(

::+ :++= 8*:/ (+ /:)+ :+4(@8,= (+ ?3 * 3 */*+

//+ (+ 78*+ *8/+= 33*+= 8+:*8/ ; /*)+*// ?3 <8

3+ 46.

DESCRIPCIÓN DEL PROYECTO:L E(+*8, ( )*/ P*+;8/+ 8+/:)( ( 3/ /*>+ *(@*

P4:/8, M?3*

E 83/+ (+ /*>+ )4:/8,= /9 )*+)++ ( 3+ 8(34+

:?3*= /( 8+:+ ( )4:/+* 7(/+= /( :* ?3 +/*9

:;+* *)@ 8+ (+ /*>+ )4:/8,= 6 ::+ 3 8( ;

*/8.

C 8* ?3 8< :?3* +)/:@ (+ /*>+ )4:/8,= :9

?3 8< )*8 ; 3+ /*+ ( @+ /*>+= *(@* >+ ( 3/+*@8,

( S3)*4, O* ?3 )*+)+*9 ( E/.

S(@8+ H+*@+/( E 83/+ / /)+ (@8+= /*9 3

/8, )8( 8+ *)8/+ ( /*/( )/+(= )+*?3 (+ (*+ ( 46=

/9 )*+)++ (@8+ ( )4:/+ 89+ 8*/ 7+*:8+

8+:+ :9 *3(/4= /( :* ?3 4/ ( *+ 88/ (+

/*/.

METAS DEL PROYECTO:



L :/ ( )*+;8/+ /(( 8+/38,

1. B3@+

N4(8, ! 3@+.

1.# P4:/+.

P4:/+ 7(( 2 46 )*8)( 8+ 3 9* 1!=%$.0$ :2.E *: (/*( 2 8+ 3 9* =#!0.' :2.

1.$.01 S( <+*@+/(

1=!!1.'' :( )/+ (6 8+/.

=#2'.%0 :( )/+ *(##.00 3 /8< (+* *88+($!!.' :2 )/+ 6:+(+ ; (/*

6. PLANTEAMIENTO DEL PROYECTO:

OBJETIVOS GENERALES DEL PROYECTO:

P*+:+4* ( **+((+ /*( ; *:,8+ ( @+= 8+8+*8 8+ ( **+((+

( D/*/+ I:)*(= 7+:/+ ( *8, ; **+((+ 8+,:8+= /8+(,8+ ;83(/3*(.

M>+** (+ *48+ I7*/*38/3* 4<83(* ; )/+( *(= *+

83 8+8+ /*/( 4<83(* ; )/+( (+ (*+ /+ ( 8((

( 83* 01 ( 0%.

M>+** ( 8( 4 (+ )+(+* ( D/*/+ I:)*(.

P*+:+4* ( **+((+ +8+ 8+,:8+= 8+ ( 3+ ( :+ +* (+8(= *+

73/ /*>+ /:)+*(.

OBJETIVOS ESPECIICOS:



F+:/* ( 8*83(8, ; 7(3>+ 3/+:+/+* ( /*/+.

I:)(:/8, ( <+*@+/( (+ (*+ ( 46.

E( M>+*:/+ V6 ( D/*/+ I:)*(= ?3 **9 8( ; *48+

I7*/*38/3* V( 8+ 83 8+8+ /*/( 4<83(*= )* (

**+((+ (+8(.

E /*:* ( 8*8/*6/8 768 :898 (+ 7*/ /)+ 3(+ ?3 )*/ (+ (*+ ( 46= /( :* /*:* ( )*7( /*/*978+ ()(/7+*: //= ; 7* ( 8)8 +)+*/ ( /**+ 738, 8+ 7 + ( )4:/+.

JUSTIICACIÓN DE LAS SOLUCIONES ADOPTADAS:

L 7*/*38/3* 4( / @+ 78/= 83/* /+ ++

<8 :38<+ /:)+ ; 3 ( *@+ )+* ( 83( *(@* /

+*.

S3 >838, < :>+** ( 8+8+ 4 /+ )+(+* 6 8+:+

(+ 8+:*8/ ?3 <8 :38<+ + 44 78/+ )+* (+ 8<= **+=

/:)+* + <; )*8 )*8)/8+ )(34(.

D+ ( )*8 **+ ; )+(4+ ( @+= 8* 7+8+ 788++ 8+ (

)*+)8, 8/+ ; ( :, )*/683( 3) :/ ( )+(4+= )+* (+

//+ 8+ ( 8+/*388, ( )4:/+= 4/*9 ( )+8, (+ )+(+*

7*/ 7*: ( )( ; *)*/+*.

L M38)( /*/( I:)*(= )*/8) ( )*/ )*+;8/+ 8+:+ /

78*+ ; 3)*4* (+ /*>+ >838, ( )*+;8/+ :8,= ?3+

)*+ ?3 / ( )( 8)/8, ; )*/8)8, +/*+ 8/+* 3 +*:+

?3 )+; ( 78:/+ )* 8+/*388, ( )4:/+ / 46= + ?3

( +* * :)+*/8 )* /++ (+ )+(+* ( D/*/+ I:)*(.

CRITERIO DE DISEÑO



P* ( + ( )*+;8/+= < /+ 83/ )8788+= :3(= +*:

; )+8+= 8+/:)( (+ 3/ +83:/+

E)8788+ T88 )* ( C+/*388, C**/* /+ )+* ( M/*+

T*)+*/ ; C+:388+.

M3( D+ G+:/*8+ C**/* DG-2001 /+ )+* ( M/*+

T*)+*/ ; C+:388+.

E)8788+ T88 G*( )* C**/* EG-2000 /+ )+* ( M/*+

T*)+*/ ; C+:388+.

N+*: P*3 D+ C**/*.

R(:/+ N8+( C+/*388+

A6 ::+ )+*9 /+:* 83/ (+ 8+ ( 3/ N+*:

I/*8+( )* O* C4(= :)* ; 83+ */8 ( :: + :>+* 8(

; 8++:6 +* )*4 3/+*@8, ( S3)*4, ( /) >838,

A.C.I. A:*8 C+8*/ I//3/

A.S.T.M. A:*8 S+8/; 7+* T/ M/*(

A.A.S.H.T.O. A:*8 A+8/+ +7 S// H<; T*)+*//+ O778(

A.I.S.C. A:*8 I//3/ +7 S/( C+/*38/+

A.N.S.I. A:*8 N/+( S/* I//3/

A.C.P.A. A:*8 C+8*/ P4:/ A+8/+

!. TOPOGRA"A:

P* /* 3 :9 8(* ( )*+;8/+ 78/+ 4/ 8:)+= 8+ ( 7

+*4* ( 9* /*4*= /+:* +/ (+ )+( )*+(: ; (@* (

836/8 ( @+.

L+ /*>+ /+)+*978+ /34*+ *+ +/* ( )(:/*6 ; (/:/*6 (

@+ ( )*+;8/+. D ( 7+*:8, +/ )*+8*+ ( )(+ )(/ ; (+

8+*/.



#. IMPACTO AMBIENTAL:

C+ ( 8+/*388, ( )4:/+= (+**9 :>+** ( 8+8+ /*/(

//+ )/+( 8+:+ 4<83(* ( 9* 3* ( 8/*+ )+(+= )+* (+ //+ (

:+:/+ >83/* (+ /*>+ *9 /* 8+*8, :38<+ )8/+

)* ?3 + */* :)8/+ :/( /4+= :9= /*

83/ (+ 3/

T++ (+ 8<+ ?3 *3(/ )+* :+4:/+ /** ( )*+8+ 8+/*38/4+

( +*= * */*+ ( (3* ; )3/ /( 7+*: ?3 + 8+/: (

:+ :/.

E 8+ )*/* 83(?3* :)8/+ :/( ?3 )3 ** (>838, +*= ( R/ O* *9 8+:38* :/:/ (

S3)*4+* O*= )* ?3 / 3 4@= )+ ; /+: ( )*838+

8* )* 3 :/8,.

$. PRESUPUESTO Y PLAZO DE EJECUCI"N

• PRESUPUESTO MEJORAMIENTO E ILUMINACI"N DE LA CALLE LUIS SNCHEZCERRO

T+/( C+/+ D*8/+ S. 2= 1!2=$'$.%!

G/+ G*( 10.00 C.D S. 21!=2$'.$%

U/( 10.00 C.D S. 21!=2$'.$%

SUB TOTAL S. 2= 5$1=5$.!0

IGV 1%.00 S. !#2=%!!.

COSTO TOTAL S. = 0!=201.$

Son: TRES MILLONES TREINTA C!ATRO MIL "OSCIENTOS !NO CON #$%&'' Nuevos

Soles

EL PLAZO DE EJECUCI"N ES DE #0 DIAS CALENDARIOS.



INORME TECNICO

ESTUDIO DE SUELOS

1.0 G E N E R A L ID A D ES

1.1. O>/4+ ( E/3+

E( )*/ /3+ / )+* +>/4+ /*:* ( 8*8/*6/8 F68+ M898( S3-S3(+= (+ (*+ ( * /3+= )+* :+ /*>+ )(+*8, 8:)+= 8+// 8(8/ ; ;+ (+*/+*+= )* 8++8* 3P*+) &8= ; R/8= :/ (+ 83( )+*9 7* ( )*7(/*/*978+ /6)8+ ( @+ ; )* * ( /*38/3* ( P4:/+ 4( S3)*78 A79(/8 ?3 )*:/ :>+** ( C)8 E/*38/3*( 83*+ (8* *( 8/3/ ; +(8/8+ 73/3*= 3*/ ( 4 /( /:=*+ 83 S*48(= S3* ; C+7+*/ (+ 33*+= 6 ::+8+:+ :>+** ( 8+8+ ( :+ :/ ; )+* //+ 4 ( /+*+ (@+ /3+.

1.2. U88, ( * E/3+E( )*+;8/+ ELABORACI"N= COMPLEMENTACI"N Y ACTUALIZACI"N DELEPEDIENTE MEJORAMIENTO E ILUMINACI"N DE LA CALLE LUIS SNCHEZCERRO= DISTRITO DE IMPERIAL CAÑETE LIMA C"DIGO SNIP 25#%2!

D)*/:/+ L:P*+48 C/

D/*/+ I:)*(R, G+*978 C<(

A(//3 % ::



1.. R+G+:+*7+(,8+

L 3-*/

( 46 // +>/+ ( /3+ /+ 8/+* )*/ )*+:/:/ 3/*/+ :/*( 8+:)3/+ )+* 3/ :/*( L:+ B> P(/8 8+*= 3 8+:)+8, 4*6 L:+ > P(/8= A*8((+ (:+ ;G*4 :( G*3. E( 8+(+* (+ :/*( :**, 8(*+= ?3 4*6 /+(= /*8(+ 8+ :*+ +83*+ 8+(+* 8*:++. E (3+8/+* /*8( 8+ :/*( L:++ 8+*/ (+/3.

2.0 INVESTIGACI"N DEL SUBSUELO POR DEBAJO DE LA SUBRASANTE

E / 8+ ( 8* :9: :/ '=000 .= )+* > :)(= + !=500 .=)+* *3. E/ 8* )*+ 8+/8/+ 5=0 8:2 )*+::/. E/

73*@+ <8 )*98/8:/ 3(+ 1=50 :/*+ )*+73= )+* (+ ?3 3/(@+<**:/ :3( < 84+ @ 8(8/ ( C(( L3 S98<@ C**+=D/*/+ I:)*(= P*+48 C/ ; D)*/:/+ L:.

E ( */*+ 848, < +/+ ( )+* (+ /*/+ ( 3(+)(8+ ( )*+8:/+ 8:)+ 43(-:3( < +/+ ( 8(788, (+3(+ S/: U78+ C(788, S3(+ - SUCS= )8/+ ?3 8+**++*8+ (+ ;+ (+*/+*+.



/( 8+:+ <3:= )*8 ( 4( 7*9/8+= 8+:)8= 8+/8=)(/8= 8(788,= /8.

3. ENSAYOS DE LABORATORIO

L :3/* *)*//4 73*+ )*+8 3 (+*/+*+ )8(@+ :898 3(+. L+ ;+ ?3 ((4*+ 8+ + (+ 3/

A9( *3(+:/*8+ ASTM-D-!22 L6:/ 8+/8

- L6:/ (6?3+ ASTM-D-!2- L6:/ )(9/8+ ASTM-D-!2!.

C+/+ <3: ASTM-D-221# C(788, AASHTO ; SUCS ASTM-D-2!%$

C*8/*6/8 M898P*+8/+* :+78+ ASTM-D-155$C(7+* B* R/+ CBR ASTM-D-1%%

4. TRABAJOS DE GABINETE

4.1. P-(,*%',) 0, D%)* 0, C%7 8 L%/-%)-'.

L+ *3(/+ (+ E;+ (+*/+*+ )*:/*+ 7* ( 8*8/*6/8)*+) ( 3(+ ( S3 R/ ; 3 8(788, ( AASHTO= 8+:)*+, ?3 ( :;+*6 ( :3/* )*/8 ( /)+ 3(+ A-! 0= 3

8)8 +)+*/ + CBR 20.10 )* ( 100 MDS ; 1#.50 ( '5T++ (+ /+ ; *3(/+= 8(3; ( += )*/ ( 8*)8, ( 8(8/ ; 8(788, (+ 3(+ *)*//4+ <((+ ( )*//3+.

4.2. P,-9'& E*)-%)'-9'(

C+ (+ */*+ /+:+ ( 8:)+ ; (+ *3(/+ (+ ;+ (+*/+*+ < /*/+ /(8* 3 )*7( /*/8+ ?3 *)*//4+ ( /**+/3+= ( 83( )+:+ 7* ?3 ( '5 ( 9* 4/ 8+//3 )+* L:+ B> P(/8 A*++ ML 8+(+* :**, 8(*+= : <:+ /3*(4*( .0 5.0.

4.3. N%7% -,)'(%

E( 4( 7*9/8+ + 73 /8/+ 3 ( 8(8/ </ 1.50 :. )*+73.

4.4. C%&'0%0 0,& T,--, 0, +0%(';



L+ :/*( 3;8/ ( 46 /3+= ?3 :)*+ 8+:+ :/*( )+;+ )* ( )4:/8, 8+**)+ 3 )+/+ :+**8+ 3(+8+7+*:+ )+* L:+ > P(/8 A*++ ML

5. ESTRUCTURA DEL TERRENO NATURAL

A8/3(:/ + ( :( 8+8, ( 8((= ( 7(3>+ 4<83(* */*+=)+* (+ 83( /*>* 8+ 3 /3+ /*78+ *(@+ ( C(( L: ( 83( +*9 3 )*9:/*+ :9 +>/4+ ( IMD )* ( + ( )4:/+. L+ )*8)(78/+* ?3 78/ ( + ( )4:/+ 79(/8+ +

A. E( /*978+ )+ ; :*+ 4<683(+B. E( +)+*/ ( 3-*/C. L )*+) (+ :/*( ( /*38/3* ( )4:/+D. E( :+:/

5.1. C&%*'9'(%('; 0,& S+,&

P* /*:* ( /)+ 3(+ 738,= ( :3/* (@ (L+*/+*+ < + 8(78 )+* ( :/++(+6 ASSHTO M1!5-'1 ; )+* (S/: U78+ C(788, SUCS ASTM D2!%$= )* ( 83( < + 8*+/(8* (+ 3/ P*9:/*+

- T)+ 46 3 8(788, ; 3+ V6 S: E)* + A4- M/*( 8+ ?3 83/ /)+ 3(+- P*+73 0.00: 1.20: L:+ B> P(/8 A-! 0 ML

- P*+73 1.20: 1.50: A*8(( L:+ A*+ A-! 1 C( - ML

5.2. D%)* ''('%&,* 7%-% ,& D'*,<

T+ 83/ ( 8*8/*6/8 ( 46 ; 3 :)+*/8 ( @+3 4@ 7(/= ( /*9/+ 3:/*9 78/4:/. P+* ((+ ( /*9/+ 8+** )* ( + *9 (+ 3/

S/: T*9/+ U*+ C((

D8*)8, 4( C(( U* (+8(C* F*83/ E)* $ % / > :)( 1#.000 L >P+*8/> 8:+ )+ ! 12P+ B*3/+ P*+:+ 15 25 )T*9/+ *+ I8( 1500. V<683(+ 6T 8*8:/+ ! 20 + (/



E( :*+ + DTN 1# > *7*8 > :)( %.2 T.

5.3. C%7%('0%0 P-)%), 0,& S+,&

L:+ B> P(/8 CL= A*8(( L:+ A*+ CL-ML= A* A*8((+(:+ SC-SM ; G*4 :( G*3 8+(+* M**, 8(*+ GM= : <:+=8+ )*8 (3 *4(( (3 848+ 7+*: 3 3(+ ;/:+ :+* 1 )3( , A-!= 3 4(+* +)+*/ CBR ( 100 MDSW20.1 ; CBR ( '5 MDSW 1#.5= /+8 /*:+ ?3 3 8)8)+*// 4*6 1.0 8:X 1.$0 8:X ( )*+73 738, 0.'0:/*+.

5.4. C%-% 7- R+,0%

D ( 8+8+ 8*/ 51 ; 8+*+ 3 73*/ 8*:/+ (

**+((+ 73/3*+ / 46 )+* :;+* 3* /*:+ ?3 8+** 3 3)*78 *+3* *// ( /*978+ )+ ; 3 )4:/+ 83*+ ( 8( ( S3 R/.L 8* )+* *3 )+* (+ *( %=000 ( )* 3 /* H20 + 8:, ?3 /1#=000 ( )+* >.

5.5. C%-%(),-=*)'(%* 0,& ),--, 0, +0%(';

D 83*+ ( */*+ 848+= (+ :/*( )*+:/ ( 4( S3-R/ /9 8+7+*:+ )+* *4 8+ )*8 * (:+ )+*:/*3.

E ( (+*/+*+ 78/3, 3 ;+ C(7+*+ B* R/+ CBR 3 :3/*

*)*//4= +/+C.B.R. ( 100 ( MDS 20.1 C.B.R. %& $5 > 0, &% MDS : 16.5 >

A )*/* ( ;+ CBR (+*/+*+= 8(83( ( :,3(+ *(/ ( S3R/ ( 8+**(8, H(+: ; (+:) ?3 /(8*+ ?3 ( :,3(+*(/ )



M* ) W 1500 CBRM* ) W 0=150.0

5.6. P%',)%('; 0, D'*,<

Z* W S/* N+*:( D4/ W - 1.0$S+W O4*(( S/* D4/ W 0.!'P W S*48( I8( W !.22 W S*48( F( W 2.0: W C+78/ D*> W 1.00M* P W M+3(+ R// W 0=150. P

L+ 78/+* 8+7( Z* ; S+(. S < +)/+ (+ 8*/*+ ?3 (::+ :/++ )*+)+*8+ * )* ( 46 8+ 738, 8+(8/+* @+3*= +)/* 3 78/+* 8+7@ R /* %0 Y '5 +)/ 3

8+7( %5 Z* W -1.0$P* 3 8+8, += 3:+ 3 4*8, /+/( ( )*88, ()*7+*:8 ( )4:/+ ; ( /:3(8, ( /*978+ 8+**)+/ 3 S+ W 0!')* )4:/+ 7((.

5.!. C%&(+& 0, N?,- E*)-+()+-%&

E( :*+ /*38/3*( SN 8(83( ( 7+*:3( *( ?3 +* (:*+ /*38/3*( + ?3 )*/ ( )*, 3/

D( )*+8:/+ /*8/4+ ( 7+*:3(= *)/ ( 4(+* ( + SN +?3 )*:/ 8+/** ( /38, 3 )4:/+ 34+.D 83*+ 8+ ( :/++ AASHTO 1''= ( )+* 8 3 ( 8)= (

8*)/ 79(/8 8(3= :+ ; 4*78 738, 3 :*+/*38/3*( /+/( ; 3 :*+ /*38/3*( )+* 8).E( :*+ /*38/3*( /+/( SN/ 738, ( 8)8 +)+*/ ( 3(+ S3 R/ ; ( :*+ > ?34(/ )* ( )*++ ( )*++ +.E 7+*: 33/ ; 8/= 8(83( ( :*+ /*38/3*( 8 8)8+*+ ( 8)8 +)+*/ ( )* ( ::+ /*978+. L 7*8

SN =



/* (+ :*+ /*38/3*( 6 8+/*+= ( :*+ /*38/3*( ?3 83:)(* ( 8) 8+**)+/.

DETALLES DE LOS ESPESORES@@

SN ( a& "& ) a* "* +* ) a$ "$ +$

D,1 2 W C+78/ /*38/3*( 8)D1= D2= D W E)+* 8).:2 ; : W C+78/ *>.

L+ 8+78/ /*38/3*( )* ( 89(83(+ ( :*+ /*38/3*( + + (+3/.

1 W C*)/ A79(/8 0.1$0 8:.2 W B G*3(* 0.0#0 8:. W S3 B G*3(* 0.0!5 8:.

C+ *)8/+ (+ 8+78/ *> :2 ; : 8+* 3 8( *> *3(*= /:)+ )+8, ( /*38/3* 4(* )*,:+ /3*8,/* 5 ; 25 8+**)+/ 78/+* *> /* 1.15 ; 1.00 +)/+ )*:2 ; : ( 4(+* 1.00.

R:)(@+ P*9:/*+.

SN W 0.1$ 5.0 0.0# 15.0 0.0!5 15.0 W 2.!25

C+ 8<+ /+ ; 8+ ( :*+ /*38/3*( *7*+= ( )4:/+ /*9 8+7+*:+ ( 3/ 7+*:

S3)*78 R+3* W 5.00 8:. 2B G*3(* W 15.00 8:. #S3 B G*3(* W 15.00 8:. #

TOTAL 5.00 8:. 1!

RESUMEN PARA DISEÑO DE ESPESORES

C)C+7. D

C)C+7. D D*> E)+* 8:



S3)*78 R+3* 0.1$ 1.00 5.0

B G*3(* 0.0# 1.00 15.0

S3 B G*3(* 0.0!5 1.00 15.0

6. PROPUESTA DE PAVIMENTO SEGN ESTUDIO DE SUELOS:

A6 T:+

#.1. S3 R/.

E 4/ ?3 ( 3(+ @+ /9 8+//3+ )+* A* (:+= (+ 83( + > 8)8 +)+*/ CBR C+:)*+ /* 20.10 1#.50= < +)/+8+*/* ( /**+ /3*( 3 )*+73 !0.00 8:.= )*/* ( 8+/ ( B*3(* (:+ ( :/*( 8+*/= (3+ <3:8+ ; 8+:)8/+ ( '5 (M9: D S8 ( E;+ P*+8/+* M+78+.

#.2. S3 B ; B G*3(*.

E( :/*( *3(* (88++ *9 /)+ A-1- 0= ; *9 >3/* (*8, A= )* :/*( S3 B ; B G*3(* )*+)3/+ )+* ( M.T.C.=

( )+* 8 8) < 8+:)8/* *9 0.15 :. (8@+ ( 100 (M9: D S8 ( E;+ P*+8/+* M+78+= ( :/*( /*9 3 C.B.R %0 :6:+.

#.. C*)/ A79(/8.

L 3)*78 *+3* /*9 8+//3 )+* 3 8*)/ 79(/8 8(/ 8+3 )+* :9:+ </ 5.00 8: 2 )+*= ( )*+)+*8, (+ :/*(8+7+*// *9 + :/ ( M/++ M*<((.

1.- D/(( E/*38/3*( ( C((.



!. ESPECIICACIONES TCNICAS PARA PAVIMENTO ASALTICO.

#.1. GENERALIDADES

S 8* 7+*: *( ( :/++(+6 /*>+ )* 8 3 ( )*/

)*+8+ 8+/*38/4+ ( 8+/*388, 3 8**/* 7*: )* 3+3/*( )+ ( /)+ :*6 )* /++ (+ ?3 + )878 / )(+ )(8*= 83*+ 8+ ( )3/ ; *8+:8+ ( R(:/+ N8+( C+/*388+.

#.2. TRABAJOS PRELIMINARES

1. L:)@ ; E(:8,.

U 4@ (@ ( 9* ( ( 8+/*388, :*8* ( /**+ ( )*+;8/+3/(@+ 8*8 ; 4(( )+*/9/( :*+ ; + )*++ ; 7(:/ )*+8*9 ( (:)@.

E( 9* /*>+ :/*9 (:) ; ( 7( (+ /*>+ ( 9*= (:*/++ ( :/*( ; 8+:*+ +*/ ; /788, ( I*+ I)8/+*.

2. R:+8, (+ 3(+ +*98+.

S (:* /++ (+ 3(+ O*98+ </ )/** 108:. 3(+ +*98+.L+ 3(+ +*98+ 83/* )*+73 4*( /* 0.00 : ; 0.20 :.E ( 4/3( 8+ ?3 (+ 3(+ O*98+ 8+/** </ )*+73:;+* 0.20 :. 8+/3* 84+ </ )/** 10 8:. 8+:+ :6:+ (3(+ +*98+.

P* / /*>+ 3* ( 8+ <**:/ :3( + ?3)+

:898+ ?3 8(3*9 M+/+ 4(+*= 4+(?3/ /8.

E( :/*( ( *:+8, 38* 73* ( 8(@ + 7*> ( 9* 8+/*388,= 4/+ (+ )+( 3 )*8+ ; )+/* (+ (3*)*++ )+* ( I*+ I)8/+*.S *9 /+:* ( : /88 8* )* 4/* + ; )*>38+ /*8* )*+= + (+ *48+ )(8+.

3. C*)-+(('; , I*)%&%(',* P-'*'%&,*.

L C+/*388+ /(8+ 8*98/* /:)+*( + ( 3/

- C/ +78 ; (:8.- E?3)+ (@8, ; (@+= /8.

L 388, / +* *9 /*: )+* ( *+ I)8/+*.

A( 7(@* (+ /*>+ ( 8+/*388+ /(8+ )*+4+( *9:+(+ + *:+ ; 483+ ( (3*.



#.3. PAVIMENTO ASALTICO

1. SUB-RASANTE

1.1. D78,

S +: S3*/ ( 4( /*:+ ( /*38/3* ( )4:/+=38+ >+ ( 8) + ( 8) 3- (+ <3*. E/ 4( )*((+ ( 4( ( */ ; (+** 8+7+*:+ ( /**+ /3*(:/ 8+*/ + *((+.

A::+= +:* 8) 3*/ ( 8) >+ ( 4( (8) B G*3(*. T*9 ( 8<+ 8+:)(/+ ( 46 ; /*9 (* *68= <*= :+/ +:/*( 3(/+= (:/ 7*+* 8( ( 3(+ /3*(. E/ 8):/ )*)* 7+*:* )*/ ( /*38/3* ( )4:/+.

1.2. M/*(.

E( :/*( ( S3*/ /*9 8+//3+ )+* ( 3(+ /3*( *3(// (8+*/ + )+* 3(+ /*)+*/+ ( 8+ *((+.

1.. C+/*388,.

U 4@ 8+8(3 ( +* ( :+4:/+ /** ; 8+:)*+ ( + ( * ; 8++ +:8(* *6= 3 ; [= )*+8*9 ( 8*788, :/ :+/+4(+* + */* @+ 768( 88+ 3 )*+73 20 8:= )*+8+ (:* ( )*/683( /:+

:;+* $.5 8:.

L3+ ( 8*788, )*+8*9 ( *+ ; /+= 3/(@+ *)/:/; +*= 8:+= 8/*= )*+4/+ )+/4+ ?3 */8 3*+ 37+*: ; :+/+4(+*= ( +)*8, *9 8+/3 </ (+** 3:/*( <+:++ <3: 37+*: (+ :9 8*8 ( <3: +)/:7 )+* ( ;+ 8+:)8/8, PROCTOR MODIFICADO= +/ )*3 :3/* *)*//4 ( 3(+ ( 8). P* ( 8+ 9* )?3; 768( 88+= ( *+ ; /+ 78/3* 73* ( 3(+ </ (+** (<+:+ *?3*.

L3+ )*+8*9 ( )(8, / :/*( <+:++ </ 8+7+*:*

3 3)*78 ?3 83*+ (+ )*7( ; +:/*6 ( )*+;8/+= 3 4@8+:)8/= (88 ( 4( ( S3*/. L 8+:)8/8, 78/3* 8+*+((+ 83; 8*8/*6/8 )+ ; 788 )*+ )+* ( I*+I)8/+*.



E *( )* 3(+ 8+<4+ 3/(@* *+((+ P/ C*= 8(*+(+ ; 3:9/8+ 8+ *3 +8(/. P* 3(+ *3(* + 8+<4+ 3/(@* *+((+ 8(*+ (+ ; 4*/+*+.

L 8+:)8/8, :)@* (+ B+* <8 ( 8/*+ ; 78/3* </(8@* ( '5 ( :9: 8 ( ;+ PROCTORMODIFICADO AASHTO T-1%0= M/++ A 3(+ 8+<4+= ; 3(+*3(* </ (8@* ( 100 ( :9: 8 ( ;+PROCTOR MODIFICADO AASHTO T-1%0= M/++ C.P* ( 8+ 9* 768( 88+ + 9* 8** )*8< 8+:)8/*8+ )(8< 4*/+* ; </ (8@* (+ 4( 788, **8+

1.!. C+/*+(.

P* 4*78* ( 8( ( 3(+

.- G*3(+:/*6 AASHTO T-%%= ASTM D-!22.- L:/ C+/8 AASHTO T-%'= ASTM D-!2 ; D-!2!8.- C(788, HRB ASTM D-2!%$.- P*+8/+* M+78+ AASHTO T-1%0= ASTM D-155$

L 7*838 /+ *9 /*: )+* ( I*+ I)8/+*= ; /++8+ +(/+* )* 83+ / 3 4/ 8:+ ( /)+ 3(+ (8) 83+ / 3 4/ 8:+ ( /)+ 3(+ ( 8) 3*/.

P* 4*78* ( 8+:)8/8,

. D C:)+ ASTM D-155#.

L 7*838 / ;+ *9 8 200:2 )3/+ )3/+ /*+(((+; )* ( 8+ 9* )?3 78/3* 3 ;+ )* 9* :+* +3( 10:2 ; + ;+ )* 9* :;+* 10:2.



2. SUB BASE Y BASE GRANULAR

2.1. D78,.

S +: S3 B G*3(* ( 8) /*: ( /*38/3* ()4:/+= 38 /* ( 3*/ ; ( B G*3(*= ; ( C) BG*3(* ( ((: ( ?3 83/* /* ( 8) S3 B G*3(* ; (8*)/ *+:/+. S+ (:/+ 98:/ /*38/3*( ?3 83:)( (3/ 738+

. * *// ; /*3* 83:/ ( )*+ +(8//.

. S*4 * )* (:* *9):/ ( 3 )*+4/ ( 8*)/ /**3:)* ( 8, 8)(* ( 3 ?3 )*+4 4( 7*+*.

8. A+** ( 7+*:8+ ( 3*/ + 8:+ 4+(3:/*8+.

L ; 3- /*9 ( 8<+ ; )+* ?3 ?3 ( 88+/*4*( (+ )(+.

2.2. M/*(

L+ :/*( ?3 3* 8+:+ 3 ; *3(* *9 (8/+= 8*8/*6/8 7*88+/ ; )*+4/+ 378/ 8/ 486+ )**/@* 3 */8= /( ; 8)8 *>.

S*9 3(+ *3(* /)+ A-( + A-( ( S/: C(788, AASHTO= 8* *4 + *4 *+ 8+:)3/ )+* )*/683( 3* ; 3*(= ; */ 44= )3 )*+4* ),/+ /3*( + ( 8<8+ 8+ 3/:+ :9:+ 1 \. E( :/*( )* ( 8) /*9 (* :/*(4/( ; /**+ 3(+ 7+ *8(( ;+ (:+. D 8+/* 8/ 7+?3 */8 3 /*>( ; /( ( 3)*78 / 8+(+8* ( *+ :)*:8, + ( 8) *+:/+.E( :/*( 3 ; 83:)(* (+ 3/ *?3/+

. G*8,

E( :/*( ((* (+ *?3/+ *3(+:/*6 + ( 3/ /( 0

1 VER ANEO DE TABLASL 83*4 *3(+:/*8 ( :/*( 38 /*+ /+ (6:/ +/*9 8:+ *38+ 83*4/3*. L 7*88, ( :/*( ?3 )= ( :((] 200= + 8*9 (+ 2 7*88, ?3 ) ( :(( ] !0 ( /:+ :9:+*9 1 \ % ::.

. F68+ ; M898+.



C.B.R. ( %0 :6:+.C.B.R. ( S3- !0 :6:+.L:/ L6?3+ 25 :9:+.&8 P(/8 NP.

E?34(/ A* 25 :6:+.D/ *, 50 :9:+.

2.. C+/*+(.

P* 4*78* ( 8( ( :/*(.- G*3(+:/*6 AASHTO T-%%= ASTM D-1!22..- L:/ C+/8 AASHTO T-%'='0 ASTM D-!2.8.- C(788, )+* ( /: AASHTO..- E;+ C.B.R..- P*+8/+* M+78+ AASHTO T-1%0= M/++ D.

L 7*838 /+ ;+ *9 /*:+ )+* ( *+ )8/+* ; *9+(/+* 83+ 48 3 8:+ ( /)+ 3(+ ( :/*( .

P* 4*78* ( 8+:)8/8,D 8:)+ ASTM D-155#.

. RIEGO DE LIGA

.1. D78,.

S +: *+ <*8 + *+ ( ( )(88,= :/ *+= 3 7(/+ (?3+ ( /)+ C3/8 +* ( 3)*78 // )*+/* 3 )*+) <*8 /* ( 3)*78 ; ( 8) :@8( 79(/8?3 4 +*)+*.

.2. M/*(.

L+ 7(/+ (6?3+ *8+:+ )* ( *+ ( + (+ +:+ 83*+ *9)+ RC= ; 83*+ :+ MC (+ *+ 0 + $0 D8,

AASHTO M-%2-$5.E 3/*+ :+ ( :/*( 3/(@* *9 ( 7(/+ (6?3+ RC- 250)*)*+ )+* PETROPERU (3+ 8+ 12 )+ 8+ *+ + ( MC-0

.. C+/*388,.

E( *+ ( 78/3* 8+ ( 3)*78 :/ )*)*= 8*

. L 3)*78 /*9 (* 3(+ + )*/683( 3(/= )* / (:)@ :)(* 3 **+* ;+ +)(+* 8*. L 3)*78 /9



(* 3/8 *+ ; /*= )* / (4+ 3* 3=+(4/ ; 8*+ 3 ?3:+* 73+ *8/+.

. L 3)*78 / )(88, ( *+ ( *9 /* 8 ; /*93 /:)*/3* ( +:* :;+* 20 + C 8+. L +)*8,

*+ 3)*9 /:)+ *3:++ + ((34++.

8. L )(88, ( *+ <*9 3/(@+ 3 /*3+* 3/+)*+)3(+ ?3/*9 ?3)+ 8+ 3 /, 3(* 8+ +?3(( )*8+* ;8+8/ ( :: )*, ( /: ( /*3+.

. E( *+ 78/3* )*, )* */@* 3 )*8+ 37+*: ;8+/3+. L 8*8/*6/8 ( /*3+* *9 ( )*+ )+* (*+ )8/+* )++ )8( 83+ */@* 3 *+ (*+)+8+ 7(/+ 8+ 3 8+:8, 83 ( )*, *+= (/3* ( ** *+ ; 93(+ ( +?3(( )* (+** 3 :+* /*() ( 8) *+.

. L +)*8, )*8+ 78/3* 7+*: 8+/3 8+ ( ) (/*3+* *88, )*(( ( > ( 46.

7. L 8/ 7(/+ )+* 3 9* /9 8+:)* /* 0.2 0.#I/:2 3)*78 ; /++ 8+ *9 8 )+* ( *+ )8/+*.

. L /:)*/3* *+ /9 8+:)*= ( /)+ 7(/+= /*+ (+ 3/ /*4(+

RC-0 15KC #0KCRC-$0 !5KC '0KC

MC-0 !0KC '0KC

T+ 9* /3 73* ( 8( *+ ( /*3+* + 9* )?3 )*8<+= *9 83*/ 8+ ( :: 8*8/*6/8= 3+ 3 )*8+* 3(*. E( /*>+ +*@* /( :* ?3 + )(?3 ( *+ <*8 + ( 3 3)*78 :;+* ?3 ( ?3 4 83** 8+ ( 8)3)*+* 3*/ ( /*>+ ( 6.

S /+:* ( )*+48 8* )* :)* ?3 /*38/3*=788+ + *+( ;8/ ( 9* ()8 )+* ( 7(/+ )*,.

.!. C+/*+(

P* 4*78* ( 8( ( :/*(

. M/*( /3:++.

D*9 * :+ ( (+*/+*+= ; 4(3+ /+ 83/ ()8788+ *8+: )+* ( //3/+ ( 7(/+. E 8+ ?3 (



7(/+ (6?3+ )*)*+ 73* )*+4/+ )+* 3 )(/ )8(= *98+/* 8+ 3 8*/78+ (+*/+*+ ?3 8+7*: ( 8*8/*6/8 (:/*(.L 7*838 /+ ;+ *9 /*: )+* ( *+ )8/+*.

!. CARPETA DE CONCRETO ASFALTICO

!.1. D78,

S +: 8*)/ 79(/8 ( 8) 8+8*/+ 7(/8+ ?3 /*: (/*38/3* ( )4:/+.E( 8+8*/+ 7(/8+ 3 :@8( 8(/ 3 8:/+ + / 79(/8+ ;*+ :/ *3+ ; *((+ :*( ?3 3 4@ 8+(+8+=8+:)8/+ ; 7*+ 8+/*3*9 3 8) : *6 +)+*/* ( /*978+.L +788, + 7+*:3( ( :@8( 8+8*/+ 7(/8+ 6 8+:+ (+*6: /:)*/3* ( :@8(+ ; 8+(+88, *9 )*/+ (

*+ )8/+* 8/.

!.2. M/*(

. M/*( /3:++.

E( :/*( /3:++ ?3 3* ( )*)*8,= )(/= 8+8*/+7(/8+ *9 3 8:/+ 7(/8+ +(+ ( 3/ 8*8/*6/8

P/*8, 0.01 :: 25 + C 100 * 5 #0-$0

D38/( 8:. 25 + C 100 :.P3/+ 7(:8, + C 22 :.V8+ P3*+( . #0 + C 100 :.

E( 8:/+ 7(/8+ *9 37+*: 3 /3*(@ ; + 7+*: )3: (8(/* 1$$ + C.

. A*+ :*(.

E( *+ :*( 3* ( )*)*8,= )(/= ( 8+8*/+ 7(/8+=/*9 8+:)3/+ )+* *+ :*( *3+= 7+= ; :9 3 *((+:*( 7((*.

8. A*+ *3+.

S+ (+ *+ 8+//3+ )+* )* ;+ *4 :8<8 ; 4/3(:/)+* :/*( /3*( ?3 )*/ /+ 7*8/3*+ + :3; 3(++ 8+//3* 3)*78( *3+.



E( A*+ *3+ *9 */+ ( :(( NK %= /*9 (:)+= 8*= +/*9 83*/+ *8((= (:+ 3 +/* 3/8 )*>38(. T:)+8+8+/*9 /**+ *8(( 3 +/*+ *+ :/*( 7+.

E( *+ *3+ 83:)(*9 8+ (+ 3/ *?3/+

P+*8/> / (+ 9(

AASHTO T-'# ASTM C-11 !0 :

D3*(.- D/ )+* ( 3(7/+ ++ 3*/ 5 88(+= AASHTO T-1!0ASTM C-%% 12 :9.

. A*+ F+.

E( :/*( ?3 ) ( :(( NK %= + (+ *+ +/+ )+* ( :8<?3+

)* ;+ *4= /: )3 * * /3*( *+ 3(++.E/ *+ )*/* (:)+= 8*= 3 )*/683( + /*9 *83*/ *8(( (:+ ; +/* 3/8 )*>38(= /:)+8+ 8+/*9 *3:+ *8(( ; +/*+ (+:*+ :/*( 7+.E( A*+ F+ /*9 ( ;+ 3*( 3 / )+* ( 88, (3(7/+ ++ 3*/ 5 88(+ AASHTO T-10! + ASTM C-%% N+ :;+* 12

. R((+ :*( F((*.

E ( :/*( )*/683( :3; 7 8(@= 8( ) + 8:/+ )+*/( 3+/* 3/8 :*( + )(9/8= )*/* 8+ ; + 8+/*9 *3:+. E(:/*( 83:)(*9 8+ (+ 3/ *?3*:/+ :6:+ *3(+:/*6.

M(( ?3 ) )+

NK 10 100NK 100 '0NK 200 #5

L 7*88, 7((* ; (+ *+ ?3 ) ( :(( NK 200= +:)+(4+ :*( / )+(4+ + /*9 8*8/*6/8 )(9/8.

7. A*+ :*( 8+:+.

E ( *+ ?3 *3(/ 8+:* + :@8(* (+ *+ *3+ ; 7+ ;

/: ( 7((*.L 8+:)+8, *3(+:/*8 ( *+ 8+:+ 83:)(* 8+ (*8, ( :@8( /)+ IV= + 8 ( *8+: )+* ( //3/+ (7(/+. P* ( 8+ )8678+ 8) / 1 )+*= 3*/)+ VII. E 8*



E?34(/ * ( *+ 8+:+ !5 :

. M@8( A79(/8 C(/.

E( 7(/+ ( :@8( ( 8+8*/+ 7(/8+ *9 /*:+ 3/(@+ ( :/++M*<(( ; 83:)(* 8+ (+ 3/ *?3/+ 98+

N3:*+ +() 8+:)8/8,E 8 /*:+ ( )*+/ W 50E/( (* W 500

F(38 0.01 W % := 1% :9.V86+ M@8( W := 5 :9.V86+ ((+ A7(/+ W $5 :. %5 :9.

L /+(*8 :/ ( :@8( + ( 3/

T:+ M((V*8, )*:(

)+ :@8( /+/(

NK 0! + :;+* :9 + :+ 5.0NK 0% :9 + :+ !.0

NK 0 :9 + :+ .0

NK 200 :9 + :+ 1.0 A7(/+ :9 + :+ 0.

!.. C+/*388,

L :@8( 79(/8 8(/ )*+38 )(/ 8+/3 + /*://= (/:)*/3* (+ 8+:)+/ *9 ( 83 )* */@* 3 48+

TAMAÑO DE LAMALLA

ABERTURACUADRADA

QUE PASA

TIPO IV TIPO IV TIPO IV8 TIPO VII

1 100! 100 %0-10012 100 %0-100 --% %0-100 $0-'0 #0-%0 100] ! 55-$5 50-$0 !%-#5 %5-100] % 5-50 5-50 5-50 %0-'5

] 0 1%-1' 1%-1' 1'-0 55-%0] 50 1-2 1-2 1-2 0-#0] 100 %-1# !-1# $-15 10-5] 200 !-10 !-10 0-% !-1!

T:+ M9:+ 12 ! 1 %



( 8:/+ 7(/8+ ?3 ( )*:/ :@8(* 6/::/ 8+ ( *+8+:+ /: 8(/+.

L :@8( ( ( ( )(/ /*9 3 /:)*/3* 8+:)* /* 125 +C ; 1#5 + C. E/ :@8( *9 /*)+*/ +* 4<683(+ )/+

8+4/:/ )* */@* 3 <+:+ + *8, (:@8( ; 3 :6: )* 8(+* > /:)*/3* </ ( (3* (/+. L /:)*/3* 8+(+88, ( :)*: *9 120 + C :.

L 8+(+88, + /*38, <*9 )+* :+ 3 )4:/+*3/+)*+)3( ( /)+ )*+ )+* ( *+ )8/+* /( :* ?3 */8 3 )*8+= ( :@8(= 4+(3: )+* 8) ; 8).

E( )*8+ *9 8+:)(:/+ 8+ 3 8+:++ ; */*((+ :3( 83+ 8+:)*3 *3(* ( ( ( )4:/.

L 8+:)8/8, ( 8*)/ *9 ((4* 8+ :/:/ )3

?3 ( :@8( <; + /*3 37+*::/ ; 3*/ ( )*:* *+((+ )*:/*9 *8/78* 83(?3* **3(* ( 8+.

L 8+:)8/8, *(@* 3/(@+ *+((+ 8(6*8+ (+ /9: ;*+((+ 3:9/8+.

E( )+ ; +/* 8*8/*6/8 ( ?3)+ 8+:)8/8, *9 )*++ )+* (I*+ I)8/+*. E( :*+ ) ( ?3)+ 8+:)8/8, *9 /(?3 */8 ( '5 :9 ( (+* ( (+*/+*+.

L >3/ 8+/*388, *9 )*)83(* ( > ( 4 3; *9 +* 4*/8(= ( 3, 3 8) 34 8+ 3 ; 8+:)8/ *(@*

)*4 :)(:/8, ( >3/ 8+ 7(/+.!.!. C+/*+(.

P* 4*78* ( 8( (+ :/*( (+ 8+/*+( 8( (+8+:)+/ ( :@8(= 8+:+ ( :: :@8( 79(/8 *9 *)+( ( )*+4+*= ; *9 (+ *)8/4+ 8*/78+ ?33* ( 8( ( )*+38/+ /*:+.

.- D (+ *+ :*(- G*3(+:/*6.- A*,.- E?34(/ A*.

.- D( 8:/+ 7(/8+- P/*8,.- V8+.- P3/+ I7(:8,.

8.- D :@8( P(/



- C+/*+( 8/ (+ 8+:)+/.- C+/*+( /:)*/3* M@8(.- C+/*+( /(= 7(3>+= 486+ ;+.- C+/*+( /:)+ :+.

L 7*838 /+ 8+/*+( *9 /*: )+* ( *+ I)8/+*.P* 4*78* ( 8/ ( O*

.- C+/*+( T:)*/3* )(88,..- C+/*+( )+*.8.- C+/*+( C+:)8/8,..- C+/*+( 8+ ; >3/.

'.1. E)+* ( P4:/+.

A. P*+)3/ P4:/+.

D( :/++ (@+ +/ 3 )+* )4:/+ 5.008:. )* 3 CBR W 20.1 P W %=000 I.Q3 S3 4*:+

S3). R+3* M. 2. W H/ 3 M9:+ 5.00 8:. P4:/+ F(( A7(/+ C(/

B *3(* #. W 15.0 8:. :/*( A7*:+ + :+* %0 ( CBR

S3 B *3(* #. W 15.0 8:. :/*( A7*:+ + :+* %0 ( CBR



ESTUDIO DE TRICO



ESQUEMA GENERAL DE ESTACIONES DE CONTEO DE TRFICO

1..1 UBICACIÓN

E( /*>+ 8:)+ )* /*:* ( 4+(3: ; 8(788, 4<83(* ( C(( L3

S98<@ C**+= 38 ( R, C<(= )*+48 C/. G+*978:/ ( A4/*4 /+ ( @+ 3* ( /*/+ I:)*(.

GRAFICO 1-1 UBICACI"N PROVINCIAL DE LA C(( L3 S98<@ C**+ IMPERIAL.

ZONAURBANA

DE

QUILMANA



1..2 OBJETIVOS

E( E/3+ T*78+ / (+ +>/4+ 3/

C+/+ /*978+ 388+ /+:+ 8+:+ ( *:788, 7 )* (7*/ 8/4 :/:/+ )*+)3/.

L+ 8+/+ *9 4+(3:/*8+ ; 8(78+ )+* /)+ 4<683(+= 3*/ $ 68+/3+.

C+ (+ 8+**)+/ 78/+* 8+**88, <+**+= *+= /8+(= +/34+ (&8 M+ D*+ A3( IMDA /*978+ ?3 8+**)+ ( /*:+ + 3-/*:+= )+* /)+ 4<683(+ ; /+/(.

C++8* ( 4+(3: ; 8(788, 4<83(* ( <+* )3/ ( : ; /*= /*:+ *(4/ )* ( /3+= 7 /(8* ( 3/(@8, ( 46 ; ( 4(

*48+ ?3 )*+)+*8+= /(8+ ( 4( 8+/, 8/3(.

E/(8* ( :/3 ; 8+:)+8, 4<83(* (+ :+4:/+ ?3 )*+38

( /*88+ *(4/ ( E/3+.

E83/ +* - /+ OD /8+ /(8 )3/+ 8*6/8+. E ((

8(3;, /)+ 4<683(+= :*8= :+(+= += :*+ /+= :*+ +83)/= /)+ 8+:3/(= +*= /+= )*+),/+ 4>= 7*838 4>=)+ 486+= )+ 8*+= 8* /(= )*+38/+ /*)+*/+= 8+/+ 4> ( 33*+)>*+ ;+ 8* /*)+*/.

E( /3+ /*978+ 8(3; :9= ( 9( ( : ( /*9/+ +

:+/+*@+ )/+= 88(/= **+ += /788, 8/*+ :8+:+ 83(= :*8+= )**+= @+ 8* ; 8* :*8*6= /8.

1..3 ALCANCES

E( )*/ /3+ /*978+ *(@ 8+:+ )*/ ( P*+;8/+ ( O* ELABORACI"N=COMPLEMENTACION Y ACTUALIZACION DEL EPEDIENTE MEJORAMIENTO E

ILUMINACION DE LA CALLE LIMA= DISTRITO DE QUILMANA PROVINCIA DE CAÑETE DEPARTAMENTO DE LIMA= E( +>/4+ )*8)( ( /3+ /*:* ( /*978+ // ( 46= 3 4*8, </,*8= 8+:)+8, 4<83(* ; 3 )*+;88,= )* ( )*++ 4/( 15 +. E( /3+ /*4 (+ /*>+ / / (+ 3/ (88

• D/*:8, ( 4+(3: ; 8+:)+8, ( /*978+

• &8 M+ *+ )*+:+ 3(



• F8/+* C*8:/+ A3(

• F8/+* /*38/4+ )+* /)+ 4<683(+

1..4 PARAMETROS ESPECIALESP* ( E/3+ /*978+ < *(@+

C+/+ /*978+ 388+ 83 )+* 3 )*6++ /:)+ :6:+ $

6 8+83/4+ )*6++ + 488+( ; ( 378/ )* 3** /+*)*//4+. L+ 8+/+ 73*+ 4+(3:/*8+ ; 8(78+ )+* /)+ 4<683(+.C+:)(:/*:/ (@, ; 4(3, ( 7+*:8, // ( E/8+ C+/+ ( A4 /3+.

C+ (+ 8+**)+/ 78/+* 8+**88, <+**+= *+= /8+(= +/34+

( IMD 3( /*978+ ?3 8+**)+ 8 /*:+= )+* /)+ 4<683(+ ; /+/(.

E83/ +* - /+= 8+:+ :6:+= 3*/ 6 8+83/4+ )+* 8E/8,. L 83/ 8(3*9 /)+ 8* /*)+*/= :*+ )>*+=8+:3/( 3/(@+ ; /(( +* ( 4<683(+.

V(+8 )*+:+ 8*83(8, )+* /)+ 4<683(+ 9( ( :)8/+ 4*

4(+8 + /*6 +* ( : )+* /)+ 4<683(+. S (@, ( )+( 8:+ 83(//4+ ( 8+:)+8, 4<83(* (

:= + ( 34 4(+8 )*+;8/ ; ( :>+*:/+ ( 8**/* )+* >:)(+= )*8, *48+ /*)+*/ )>*+ 4<683(+ :;+* :*+ /+ + 8:+ :9 > + :;+* 8)8= 6 8+:+ ()*+<8, *83 + + 4<683(+ /*+ ( 8/ 46 3*.

T:)+ 4> /* OD= )+* /)+ 4<683(+. S/38, // @+ 3* ; 3 88+.

S3788 ; 8)8 7*/*38/3* 4( // ; )*+;8/ )* /* (

: )*. S3* V> ; ( )+(8,. I:)8/+ ( 8+8, 4> @+ *)8/+

( 738+( ( 8**/*. P*+;88, ( : /*978+ ; 8, /* *3/ (/*/4 )* ( 8+

; (/*/4 /*@+= :/ >3/78. S /*:*+ ( / 8*8:/+ ( /*978+ )* 8 8/+*6 4<683(+=

)* /++ )*++ >+ 9(= :/ 73:/+= 8+**)+=

/8 </,*8 + )*+;88+ 8*98/* +8+8+,:8+ PBI= / :+/+*@8,= )*+;88, ( )+(8,= 4+(38, ( *+= /8.. S 7*8 ( : 8(3;+ 3 8*8:/+ /* /*9/+ //= /*9/+

*4+ + 4+. S 8 3 4+(: ; :/++(+6 3/(@ )* /(8* 3 83/6= /*/ ( 8:+ // ; ( 8:+ (+ )*+;8/+. L8, ( : /* 8:+ (/*/4+ *9 /* 83/ (+ 7(3>+(+8(.



1.. METODOLOGIA DE TRABAJODEL ESTUDIO DE TRAICO

METODOLOGIA DE TRABAJO DEL ESTUDIO DE TRICO

2..1 AREA DE INLUENCIA Y SECCIONAMIENTO DE CARRETERA CON INES DE

TRICO

D,9''(';

E( 9* 7(38= ( 3)*78 *4 )+* ( 8:+ 3 :8+ +*978 ;

+* ( 83( 8 ( **+((+ ( 8/4 +8+-8+,:8= )+* * ( 7*/*38/3*

4( 3 3 )*8)( 8+8+/.

U+ (+ 78/+* /*:/ ( 9* 7(38 < + 3(:/ ( :+

768+= ( 83( (:/ ( 88( (+ 33*+ ( 4 /3+. D8< 88(

4 :+78 )+* ( 7*/*38/3* 4( // ;+ )*+;8/= )+(/+ 8*/

:= (4* (3+ (:// 768+ ; :)(* ( 9* *4 )+* ( 4 )*+)8+ 3

483(8, 8+ 8/*+ *+* /*978+ 8+:+ )3 * 3 :/*/4= 3

:*8+= 3 83= /8.

O/,)'

E( +>/4+ < + ( (:/* ( 8+:)*, +*978 +* ( 83( 8 ( 4683(+ 4(

// ; 3 )+( :+788, 8+ ( :)(:/8, ( )*+;8/+= :*8+ (+

(:/+ (+ )( ; )*+*: **+((+.

S /*:*+ (+ (6:/ /*+ (+ 83( /78*+ ; 83/78*+ /+ ?3((

8/4 // ; 73/3* ?3 *3(/*+ 78/ )+* ( :)(:/8, ( )*+;8/+

?3 /9 8/3+ 9:8:/ +* ( 9*= ( )*+388, 7(3>+ /*)+*/.

2..2 DEINICIÓN DE PROCEDIMIENTOS PARA LA EJECUCION DE LOS CONTEOS



L3+ ( *8++8:/+ 8:)+= ?3 *4, )* +*4* ( 8+:)+*/:/+ ( /*978+ ( /*:+ ( 4 ; 7>* ( /*38, (+ *83*+ :)(* 738, (:/3 (8@ 83/+ (+ 4( /*978+ ?3 )*/= )*+8, )*)** ( :/*( 8+/+ 4<83(* ; ( )*+( 83/+*. P* ( *(@8, ( 8+

4+(3:/*8+ /*978+= 7, ( /8, 8+/+ :* ?3 ( 83/+* +/( 7+*:8, 8+ 78(= ; ?3 / )*+8+ 78/3*9 :)(9+ ( 8+/+ :3()* 8*:* (+ 7*/ /)+ 4<683(+ ?3 8+:)+ ( 7(3>+ /*9/+. E / /)+ 8+/+ 3 )*+ )*+4/ 3 /(*+ 8+ 3 7+*:3(*+ 4 )3/+ ( )+ (+4<683(+.

2..3 ESTUDIO VOLUMTRICO PROGRAMA DE LOS CONTEOS

E( /3+ 4+(3:/*8+ 8+:)* ( /*:8, ( 8*8/*6/8 8/3( ( /*978+=

/ 8*8/*6/8 4*6 (+ (*+ ( C(( L3 S98<@ C**+= /+ /*:+

8*8/*6/8 :9 + :+ 3( ((:+ /*:+ <+:++= 8+:+ )*8)( @+

*+* ; /*8/+* 4>. N+ )+(= 8*+= /*:* ( 4+(3: (

8+:)+8, ( /*978+ 8 3+ (+ /*:+ (+ ?3 / )?3 4*8+=

+(:/ /*:*9 (+ 8+* )* ( /*:+ ?3 ( 4*8+ (

8+:)+8, ; 4+(3: 78/4.

2..4 ESTACIÓN DE CONTROL



P* ( )*+*:8, ( /8, 8+/*+( 4<83(*= )(78, ; *4, (+ /8/

// 8+:+ ( E/3+ D7/4+ )* ( M/:/+ P*,8+ ( C(( L3

S98<@ C**+= + 38, ( )3/+ 8+/*+( ( E/8, N ( /*88, 8+ (

A4. M* D+ 38, ( E/8, 8+/*+( N 2 ( /*88, 8+ ( >*, L+*/+= ;)+* (/:+ ( /8, 8+/*+( N 1 ( /*88, 8+ ( >*, I?3/+. T+ )*/

?3 (+ *3(/+ *6 :(* (+ ( E/3+ D7/4+ M/:/+. E( 83*+ 2

ESTACIONES DE CONTEO Y CRONOGRAMA DE EJECUCI"N DE CONTEOS= :3/* (

388, ( E/8+ C+/*+( 4<83(*.

D 83*+ ( 8*++*: /*>+ 8:)+= 8* (+ C+/+ 4<83(* (+ 6 05

( 11 A+/+ ( 201.

C <8* :8, ?3 )* ( /*>+ 8:)+= , )*+( 8+ :)( )*8 8+/+ 4<83(* ; 8++8:/+ ( 9* /3+.

L+ 8+/+ + 8+ 4+(3:/*8+ <8*+ 83*+ ( 8*++*: /*>+= (

E/8+ C+/*+( 4<83(* ; 83; 388, (+ ?3 >83/*+= :3/* (

3/ 83*+= ?3 :+/*:+ 8+/38,

CUADRO NF2 ESTACIONES DE CONTEO Y CRONOGRAMA DE EJECUCIÓN DE CONTEOS

N ESTACI"N

AVENIDA

SENTIDO

N

DIASDECONT

EO

FECHA

INICIODECONTEO

FECHA

TERMINO DECONTEO

HORARI

O TOMADEDATOS

CORRESP

ONDE ATRAMODE

ESTUDIO

E1

P*+.

01000.00

A4.L3

S98<@

C**+

C. L3S98<@

C**+D*88,

>

$

L3050%201

!

D+:+110%201

!

#00 2100<+* A4. L3

S98<@C**+

E2

P*+.

0$00.00

A4.L3

S98<@

C**+

C. L3S98<@

C**+D*88,

>

$

L3050%201

!

D+:+110%201

!

#00 2100<+* A4. L3

S98<@C**+



E

P*+.

1100.

00

A4.L3

S98<

@C**+

C. L3S98<@

C**+D*88,

>

$

L3050%201

!

D+:+110%201

!

#00 2100<+* A4. L3

S98<@C**+

F3/ E(+*8, )+* ( C++*8+

P* ( >838, (+ 8+= < 7+ (+ 3/ /)+ 4<683(+

,e-ículos livianos.

Ca+ionetas /!tilitarios0.

Micro12s.

3+ni1us +ediano.

Ca+iones pe4ue5os 6 +edianos.

Ca+iones grandes 6 cisternas.

Trailer /de +7s de $ e8es0.

2..5 METODOLOG"A PARA ALLAR EL PROMEDIO DIARIO ANUAL HIMD

L :/++(+6 )* <((* ( &8 M+ D*+ 3( IMD= 8+**)+ ( 3/

7+*:3(

IMD W IMD FC :

IMD W ^ Σ V( V V _ $ ` E/8+ $ 6

D,

IMD W V+(3: 8(78+ )*+:+ ( :

V( W V+(3: 8(78+ 6 (+*( (3= :*/= :*8+(= >34= 4*

V( W V+(3: 8(78+ 6 + (+*( 6 9+ V= +:+ V=



FC : W F8/+* 8+**88, ( : ?3 78/3, ( 7+*+.

2..6 OBTENCIÓN DE LOS ACTORES DE CORRECCIÓN MENSUAL

E( 78/+* 8+**88, /8+(= /*: )*/* 3 * 3( /*978+ */*

)+* 3 3 P>= 8+ ( 7( <8* 3 8+**88, )* (:* ( 4*

7(38/38+ ( 4+(3: /*978+ )+* 83 ( 4*8+ /8+( +

78/+* *8*8+(= 8(:/+(,8= ( )+8 8+8<= ( 7/4= (

488+ 8+(*= 4> 4*+= /8. ?3 )*+38 3*/ ( +.

P* ( 89(83(+ ( 78/+* 8+**88, :3( FC:= +/34+ ( 7+*:8,

)*+)+*8+ )+* P*+46 N8+( G*8 O)*8+ Z+( ( + 2012= (

U P> L3<3= 38 ( C**/* C/ L3<3 Z R, L:= 8< U P> ( :9 *)*//4 ; 8*8 ( C(( E/3+.

S /+:, ( F8/+* C+**88, )*+:+ ( : M*@+ (+ + 2012= 7 +/*

3 :>+* )*+:8, ( 78/+* 8+**88, :3(.

IMD 3(

FC : W

IMD ( : ( E/3+ ( U P>

D,

FC : W 78/+* 8+**88, :3( 8(78+ )+* 8 /)+ 4<683(+

IMD W V+(3: P*+:+ D*+ A3( 8(78+ ( U. P>

IMD : ( E/3+ W V+(3: P*+:+ D*+= ( : U. P>

E( 83*+ 3/= )*/ ( 78/+* 8+**88, :3( FC := <((+ 3:+ (

::+ F8/+* C+**88, )* :+ /+.



CUADRO ACTOR DE CORRECCIÓN DEL MES DE MARZO AÑO 212

PUNTO DE CONTROLUNIDAD DEPEAJE

ASUMIDAC"DIGO MES F.C. VEH.

LIGEROSF.C. VEH.PESADOS

M( C(+ LC)((

LUNAHUANE1. E2.

M*@+12.

0.%5'!$ 1.0%!'

F3/ G*8 O)*8+ Z+( P*+46 N8+(

E( *3(/+ (8@+= /(8 (+ F8/+* C+**88,= )+* 8 * /)+ 4<683(+=

/+:+ 8+:+ )* (+ 78/+* 8+**88, :3(= ( 7+*:8, ( U P> L3<3.

2..! CLASIICACIÓN VEICULAR EKTRA"DOS DEL CONTEO EN LAS ESTACIONES

DE CONTROL

P* ( *(4:/+ (+ /+ 8:)+ 2! <+*= 8+*, ( /*>+ :3(/9+

/* B* T*978+= 8+:)3/ 8 3 )+* 3 J7 B* ?3 78/3,:3(/9:/= 738+ C+/+ ; 8(788,. L+ /3*+ 73*+ *+//4+ ;

3/(@*+ 8+/,:/*+ :3( )* ( 8+/*+( 4<83(*.

L 8(788, 4<83(* *3(/, + * *3)+ 4<683(+ :+* ; :;+* ?3

:3/* ( 3/ 83*+.

MOTO LINEALMOTO TAI

VEH&CULOS MAYORES

AUTOM"VILESCAMIONETA RURAL

MICROBUS - COMBISOMNIBUS - CUSTER

CAMIONES



TRAYLERSBUS INTERPROVINCIAL

TRACTORCARROZA DE TIRO

2..# RESULTADOS

DE LOS

CONTEOS

VEICULARES

A)(8+ ( :/++(+68 ( 89)/ 2.=

+/ ( IMD= ( 83(*9 78/+ )+* ( 78/+* 8+**88, :3( FC:=8+ ( 83*+ 2.1=+/+ ( IMD &8M+ A3(

E ( A+ 1=)*/:+ )+* 8E/8, C+/*+(4<83(*= ( 4+(3: ;

8(788, <+** )+* /+ 8*83(8, ;)+* 6 8+/+ (E/3+ C:)+. L+*3(/+ +/+=8 ?3 <; :;+* 4+(3:4<83(*= 8+ !=%51 4<6.

VOLUMEN DIARIOCLASIFICADO ESTACI"N

E 2

TRAMO C(( L3 S98<@C**+ /* J*. L+*/+ ; J*.

A;838<+

T)+ V<683(+E/8, E-

2

VEHICULOS MENORES

MOTO LINEAL 1=!!0 2'.#%

MOTO TAI 1=521 1.5

VEHICULOS MAYORES

AUTOM"VILES 5#5 11.#5

CAMIONETA RURAL 2'2 #.02

COMBIS $1 1!.$0

OMNIBUS - CUSTER 5 0.10

CAMIONES 2!2 !.''

TRAYLERS !$ 0.'$

BUS INTERPROVINCIAL 1 0.02

TRACTOR 1% 0.$

CARROZA DE TIRO $ 0.1!

TOTAL !=%51 100



F3/ E/3+ /*978+ 201!

2..$ PROYECCIONES DE TRICO



E( /*978+ )*+;8/+ *( 3 >*88+ ?3= + 3 /3*(@= / :38<:)(88 ; 783(/. E ( *( (+ 78/+* ?3 )3 :+78* ( /*978+)*+;8/+ + 3:*++ ; :38< 48 :)*4( 3 4+(38, ; ( )+*8,

/++ (+ 78/+* ( /*+* 3 :/++(+6 )*4, :)+(. E +/* )(* +/ 3 (+*/:+ ; 7+ ?3 )3 )(8* ( 9:8 4+(3/4 ( /*978+ /*4 3 *(8+ 8+ /++ (+ +/*+ 78/+* ?3 / :)(88 +* ( /*978+ ::+.

E( /*978+ +/+ 8+**)+ ( /*978+ N+*:(= ?3 4 8*8* )/:/ (*(@8, ( )*+;8/+ ( 8**/*= )+* ( +*:( **+((+ ( 9* 7(38 ()*+;8/+ ::+ )*+= 3 4@ :>+* ( 8**/* ( /*978+ 38+ + *+ ( ?3 )*/ 7+*: 8+(. E 8* ?3( ?3 )3 /(8* 8+:+ *3(/+ (*<(/8, ; )+(6/8 :/:/+ ?3 ( :)+ ( 46.

E( /*978+ )*+;8/+ ( ?3= 8+>3/:/= 8+ ( /*978+ +*:(= ?3 8+:+ /(8+

8+838 ( )(88, ( 4*( +8+8+,:8 *)*/ )+* (+78/+* ; / :)( ( )*+;88+.

2..1 TRAICO GENERADO

E( /*978+ *+ ( ?3 +* 8+:+ 8+838 ( 34 ;+ ( 8*:/+ ( 9:8 ( 8/4 +8+8+,:8 ; ?3 + 38 )+* ( :)(/8, ()*+;8/+ ( 9* 7(38.

P* ( )*/ E/3+= ( /:8, ( /*978+ *+ < *(@+ ()*8 ?3 / 8*8 +/*+ )*+;8/+ :>+*:/+ 4 @+:(* ( /*.

E( /*978+ *3(* 8+* ?3 + )*:/ 8:+ 3/8( 3 :/3 :*+= 83+ /*/ )*+;8/+ + *(@ 8:+ 8/+*6 3)*78=+83** 3 :)8/+ )+/4+ ( )*+;8/+ 8+ *)8/+ ( /*978+ +*:(.

E)*8 +/* 46 8*8/*6/8 :(* ( )*/= :3/* ?3 +83**8:+ :)+*// (+ 4( /*978+= ; ?3 < + */*+ :/ 8+/+4+(3:/*8+ *(@+ )+/*+* ( +* :>+*:/+ ( 4.

2.. RESULTADOS DEL ESTUDIO DE TRICO



RESULTADOS DEL ESTUDIO DE TRICO

.0.01 TRABAJO DE GABINETE

E/8, N 1 C3* 1 8(( L3 S98<@ C**+= /* J*. I?3/+ J*. T3:

D (+ /+ 8:)+ +/+ ( /8, 8+/+ N E-1= / *4, ;

)*+8, ( I7+*:8,.



E/8, N 2 C3* 5 8(( L3 S98<@ C**+= /* J*. L+*/+ J*. A;838<+

D (+ /+ 8:)+ +/+ ( /8, 8+/+ N E-2= / *4, ;

)*+8, ( 7+*:8,.



E/8, N C3* % 8(( L3 S98<@ C**+= /* J*. M* D+ J*. T8



D (+ /+ 8:)+ +/+ ( /8, 8+/+ N E-= / *4, ;

)*+8, ( 7+*:8,.



.0.02 VARIACIONES DIARIAS

D (+ /+ )*+8+ /= ( /8, 8+/+ N E-2 C3* 5 8(( L3

S98<@ C**+= /* J*. L+*/+ J*. A;838<+= )3 /*:* ?3 (+ :;+*

4+(: /*978+ < +*+ ( 6 (+*( (3 050%201 ; (+ :+*4+(: /*978+ < +*+ ( 6 D+:+ 110%201.

CUADRO - RESUMEN DE LA VARIACION DIARIA POR ESTACION DE CONTROL

ESTACION

TRAMO

MAIMADEMANDA

MINIMADEMANDA

VEH DIA

DIAVEH DIA

DIA

E2 A4 L3 S98<@ C**+ J*. L+*/+ J*.

A;838<+

5=1!2 L3 !=!15D+:

+

3..3 VARIACION ORARIA

D (+ /+ )*+8+ /= ( /8, 8+/+ N E-2 C3* 5 8(( L3

S98<@ C**+= /* J*. L+*/+ J*. A;838<+= )3 /*:* ?3 ( :;+* 4+(3:

/*978+ < +*+ 3*/ ( $ ; % <+* ( 6 (3 050%201.

3..4 ORA PUNTA

D (+ /+ )*+8+ /= ( /8, 8+/+ N E-2 C3* 5 8(( L3S98<@ C**+= /* J*. L+*/+ J*. A;838<+= )3 /*:* ?3 ( <+* )3/ <

+*+ 3*/ ( $ ; ' <+*.

DISEÑO DE PAVIMENTOS AASTO$3

L N+*: CE.010 P4:/+ U*+= 3 8)6/3(+ !.1= 8 ?3 )3 :)(* 8+:+ :/++

+ /*38/3*( )* )4:/+ 3*+= ( :/++(+6 ( I//3/+ 7(/+= AASHTO-' ;

PCA 3 +/*+ :/ 3//+ ; )(8( ( P*.

E( + ( /*38/3* ( )4:/+ 7(( **+((*9 :)(+ ( :/++(+6 AASHTO= (

83( )*:/*9 /*:* (+ )+* 8 3 ( 8) ( )4:/+. E( )4:/+

* *9 * 3*( ; +/+** 8+7+*/ ; *48( 3*/ ( )*6++ +.

L 8*8/*6/8 ( 8) ?3 8+7+*:* ( )4:/+ *9 ( 3/



S+/ R%*%),:

E( 3(+ 738, 4*( )*+ )*+:/:/ /9 8+:)3/+ (:+ ; *8((

: (/ )(/8. L 8*8/*@8, /+ 3(+ < + 7 (+ 83*+

*3: ;+ ( )(/7+*:.S+/ B%*, 8 B%*, G-%+&%-:

E/*9 8+//3 )+* :/*( ?3 )*+4 ( 8<8+ *+8 8+ CBR :6:+ !0 ;

100 )* ( 100 ( MDS.

REUERIMIENTOS GRANULOMTRICOS PARA SUBBASE GRANULAR

T%'P-(,)%, +, 7%*% , P,*

G-%0%('; A G-%0%('; B

50 :: 2 100 100

25 :: 1 --- $5 '5

'.5 :: % 0 #5 !0 $5

!.$5 :: NK ! 25 55 0 #0

2.0 :: NK 10 15 !0 20 !5

!.25 3: NK !0 % 20 15 0

$5 3: NK 200 2 % 5 15

F3/ ASTM D 12!1

REUERIMIENTOS DE ENSAYOS ESPECIALES

1 R7*+ ( 100 ( M9: D S8 ; 3 P/*8, C* 0.12.5::2 L *(8, :)(* )* ( /*:8, 1 )+*(+/3

E*%8N-%

R,+,-'',)*MTC ASTM AASTO

A*, MTC E 20$ C 11 T '# 50 :9CBR 1 MTC E 12 D 1%% T 1' #0 :6

L6:/ L6?3+ MTC E 110 D !1% T %' 25 :9

&8 P(/8 MTC E 111 D !1% T %' ! :9

E?34(/ A* MTC E 11! D 2!1' T 1$# 5 :6

S( S+(3( MTC E 21' D 1%%% - 1 :9.P*/683( C</ ;

A(* 2MTC E 211 D !$'1 - 20 :9



REUERIMIENTOS GRANULOMTRICOS PARA BASE GRANULAR

T%'P-(,)%, +, P%*% , P,*

G-%0%('; A

50 :: 2 10025 :: 1 ---

'.5 :: % 0 #5

!.$5 :: NK ! 25 55

2.0 :: NK 10 15 !0

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$5 a: NK 200 2 %

F3/ ASTM D 12!1

REUERIMIENTOS AGREGADO GRUESO

E*%8N-%

R,+,-'',)*MTC ASTM AASTO

P*/683( 8+ 3 8* 7*8/3* MTC E 210 D 5%21 %0 :.

P*/683( 8+ + 8* 7*8/3* MTC E 210 D 5%21 50 :.

A*, L+ ( MTC E 20$ C 11 T '# !0 :

P*/683( C</ ; A(* 1 D !$'1 15 :9.

S( S+(3( T+/( MTC E 21' D 1%%% 0.5 :9.

P* 8+ S3(7/+ S++ MTC E 20' C %% T 10! 12 :9.

P* 8+ S3(7/+ M+MTC E 20'

C %% T 10! 1% :9.

1 L *(8, :)(* )* ( /*:8, 15 )+*(+/3

REUERIMIENTOS AGREGADO INO

E*%8 N-% R,+,-'',)*

&8 P(9/8+ MTC E 111 :9.

E?34(/ * MTC E 11! !5 :6.

S( +(3( /+/( MTC E 21' 0=5 :9.



C%-7,)% A*9&)'(%:

D ( 8+8+ 8(:9/8 ( )*+;8/+= ( :@8( 79(/8 /*9 8+//3 PEN #0-$0=

)+* 8+/** ( @+ ( )*+;8/+ >+ (+ 000 ::. A6 8+:+ *+ ?3 )*+4

( 8<8+ *+8.L (88, ( /)+ 8:/+ 79(/8+ 3*+ )* :)(* ( )*/ /3+= < +

*(@ ( )*+) *+(,8 (+ 8:/+ 79(/8+ ; ( 4+(4:/+

+*4+ /3+ :(* ( ( )*+;8/+. L (88, ( 8:/+ 8+* ( 388,=

(//3= 8+8+ 8(:9/8 ; /:)*/3* ?3 */* ( @+ ( )*+;8/+.

MTODO DE DISEÑO AASTO PAVIMENTO LEKIBLE

P* 78/+ /*:* ( )+* ( )4:/+ 7(( *?3*+ )* 3

/*38/3* 34= 3/(@*9 ( :/++ )* + )4:/+ 7(( (

AASHTOb' A:*8 A+8/+ +7 S// H<; T*)+*//+ O778(=

+ ( 838+ +*( ?3 / 1'#1. A )*/* (+ /*+*+ ?3

)*:/ *)*/* ( *(8+ /*+*+ +(8/8, )* /+ (

8+8+ ;.

A )*/* ( 4*, ( + 1'%#= ( :/++ AASHTO 8+:@, /*+38* 8+8)/+

:88/ )* 83* (3+ )*9:/*+ 8+8+ 7*/ ( ?3

:)**+ ( (3* ( ;+ +*(.

L+ :+(+ :/:9/8+ *)8/4+ /: *?3* 3 8(*8, )* (

8+8+ (+8( ( 9* + )*/ )(8*.

E( :/++ ( AASHTOb' )*:/ 8(83(* ( )+* )4:/+ 8*+ )*

/78* 3 4(+* /*38/3*( /*:+. E/ 4(+* + :*+ /*38/3*( SN

3* ?3 ( /*38/3* *9 8)@ +)+*/* 3 7(3>+ /*:+

/*978+ N1%= ?3 (+ 73*@+ 38+ 8 ( 8)8 +)+*/ ( 3(+

3-*/ S. U )8/+ 3 * / :/++ ( *?3/+

*48(= )+* ( 83( ( )4:/+ **= (+ (*+ ( )*++ +

8+*+= 3 *48+ 83+= 83;+ 4( 7( )3 8+/*+(* /*4 3)*9:/*+ +:+ *48( 7( )/.

E/ :/++ )*+)+*8+ 3 )*, (6/8 ?3= 3 8+:)(>= )* 78/+

)*98/8+ *:)(@ )+* +:+*:. S :*+= )* 78/+ 89(83(+



8+:)3/*@+ ( +(38, :/:9/8 3::/ /(. D8< 7+*:3(8,

)*/ 8+/38,.

c.. 1

D+

N1% N:*+ T+/( E> E?34(/ )* ( )*6++ +.

M* M,3(+ R(8 ( 3-*/.

Z* D48, E/9* N+*:(.

S+ D48, E/9* T+/(.

G/ F8/+* )* *48(= 7+ 8+:+

c.. 2

P S*48( 8(.

P/ S*48( 7(.

E( :/++ AASHTOb' )*+)+*8+( ( 3/ 838, )* ( /*38/3*8, 3 )4:/+

D+

SNT N:*+ E/*38/3*( T+/( *?3*+.

1= 2= C+78/ /*38/3*( (+ :/*(.

:2= : C+78/ *> :/*( *3(*.

D1= D2= D E)+* 3:+ ( 8).

5.1.1 PARMETROS DE DISEÑO



5.1.1.1. S+,& 0, +0%(';

D 83*+ ( 4( /3+ ( )*/ 7+*:= ( 8)8 +)+*/ (+3(+ 738, ?3 3/(@*9 )* )*+;8/* ( 8**/* ( 83( /9

8*8/*@ )+* )*/* (:+ 8+ 8+/+ * ; *4= *9 ( :+* 4(+* 8+/*+ (+ *3(/+ +/+ CBR.

T%/&% 3.1.1R,*+, 0, ,*%8* 0, CBR

C%&'(%)% M+,*)-%P-9.

HSUCS

P-()- M0'9'(%0

CBR H.1

M.D.S. O.C.. $5>HMDS 1>HMDS

C- 02 M - 2 0.$0-1.50 CL-ML 1.#2 2.50 1#.50 21.10

C- 05 M - 2 0.#0-1.50 ML 1.$' 12.$0 25.%0 1#.#0

C- 0' M - 2 1.20-1.50 SC-SM 1.%5% 12.20 %.#0 20.0

A/-,'%)+-%*:

M.D.S.: M9: 8

O.C..: O)/:+ 8+/+ <3:

P* 7 ( 89(83(+ )+* )4:/+ 3/(@* 3 CBR + 20.

CLASIFICACIÓN DE SUELOS SUCS



ESUEMA DE CLASIICACIÓN DE SUELOS SUCS

5.1.1.2. M;0+& 0, R,*'&',('% 0, &% S+/ R%*%),.

L )* ( 8*8/*@8, (+ :/*( ( 3*/ ( M/++

AASHTO= ( :,3(+ *(8 + (9/8+. E/ :,3(+ /*: 8+ 3

?3)+ )8( ?3 + 798( ?38, )+* (+ ?3 < /(8+

8+**(8+ )* /*:*(+ )*/* +/*+ ;+.

P+* +/*+ (+= ( 8+**(8+ :9 3/(@ )* /*:* ( M,3(+

R(8 M* 738, ( CBR < + +/ ( B+(/6 T88+ C:+

( I//3/+ P:*8+ C**/*= S3+ T*:/* 1''% P3(88, NK

FHdA-PL-'%-02'.

D8< 8+**(8+ + ( 3/

P* CBR e $M* W 1=500 CBR ) !

P* $ f CBR e 20 M* W =000 CBR0.#5 ) 5

P* CBR g 20 M* W !2# ( CBR 2!1 ) #

E 3/*+ 8+= /:+ 3 4(+* CBR + 3( 20.0.

E/+8 ( 838, 5 M* W =000 CBR0.#5 W 21.0 .



5.1.1.3. T-9'(

D( /3+ /*978+ *(@+ / ?3 ( :*+ *)/8+ 8*

?34(/ > :)( %.2 /+.= )* 7*/ )*6++ +

E( :*+ *)/8+ > ?34(/ 1%=000 ( 73 8(83(+ 8+ (+

/+ )*+)+*8++ )+* ( 8(/. P* ( +/8, ( :*+ >

?34(/ **+((, ( 3/ :/++(+6

NEE W #5 h^IMDFD`^1i-1`DDDL

ESAL + W E> ( )*:* 6 W h^IMDFD`

1% W E> ( )*:* + W #5 ESAL +

DD W D/*38, *88+( 8*/8 :+ ?3 / 8+*8+ )8(= (

/*38, *88+( 3 50 ( /*9/+ 8 *88,

DL W F8/+* /*38, )+* 8**( W 1.

E( A+ B )*/ (+ /(( ( 883(+ ( NEE= +

N1% W NEE W 2!b!%%=11'.%

P,-=0 0, D'*,< 2 %<*

N:*+ > ?34(/ 1.!0100#



Módulo Resiliente0=150

F8/+* C+7( -1.#!5

D48, E/9* 0.!5

j &8 S*48( 2.0

N:*+ E/*38/3*(SN *?.

2.05

P4:/+ C+8*/+ A79(/8+ C(/

1 0.1$D1

8:5.

B G*3(* :1 1.00 2 0.0#D2

8:15.

S3 :2 1.00 0.0!5D

8:15.

E)+* /+/( 8: 35.

N?,- E*)-+()+-%& %07)%0 , ,& D'*,< SN 2.425



5.1.1.4. C9'%/'&'0%0 H R

L 8+7( 3 )*9:/*+ *(8++ 8+ ( *+ 8*/3:*= ( 4*8, (

)*88+ ( /*978+ ; ( :)+*/8 ( 46. L+ 4(+* 7(38/ /* 50 )* 46

*3*( ; ''.'' )* 46 3/+)/.

CUADRO NF5



F3/ AASHTO 1''= G3 7+* D +7 )4:/ /*38/3*

CUADRO NF6

VALORES DE LA DESVIACION ESTANDAR NORMAL ZRCORRESPONDIENTES A LA CONIABILIDAD QR

L 8+7( ?3 /9 8+*+ )* (+ )*6++ /+/( ; 8+*+?3 3 46 /:/ (+8( */*( '5= )+* //+ ( 4(+* ( 48,

/9* +*:( ZR -1.#!5.

5.1.1.5. D,*'%('; N-%&H S

L 48, +*:( ( **+* /9* 8+:+ (/:8, (+ )*9:/*+ + ; ( 8+:)+*/:/+( )4:/+

:+(+ /*+*+.

V(+* S+ AASHTO=?3 8+**)+ 4(+* ( 48,/9* /+/( + (/*9/+ 0.5 ; . 4 5 7%-%7%',)* -='0* 8



9&, '/& ,* -,*7,()'%,),.

5.1.1.6. S,-'('%/'&'0%0

S*48( ( 8+8, 3 )4:/+ )* )*+4* 3 :>+ 3*+ ;8+7+*/( (+ 33*+ 3 /*:+ :+:/+. AASHTO= /(8, ( 68 *48( 7 83*+ ( 3/ 8(788,

CUADRO NF!

F3/ AASHTO 1''= G3 7+* D +7 )4:/ /*38/3*

L+ 4(+* *48( +)/+ ( )*/ /3+ +

• S*48( F( )7 W !.0 N+*: CE 010= P4:/+ U*+

• S*48( 8( ) W 2.0 N+*: CE 010= P4:/+ U*+

5.1.1.!. COEICIENTES DE CAPA

L+ )+* 8) 73*+ /:+ )*/* ( 8+**(8+ ?3 ( 36 AASHTO-')*/ ( 3/ 838+



L+ 8+78/ 8) 8+*+ ( )*/ /3+ )*/ ( 3/83*+

CUADRO NF#

CAPA CBR M- HPSI COE.ESTRUCT.

C*)/ A79(/8

------ !5=000 0.!!)(0.1$8:

B G*3(* 100 0=000 0.1%)(0.05!8:

S3 B

G*3(*

!0 1%=000 0.12!)(

0.0!8:

5.1.1.#. Coeficientes De Drenaje

E( *> /9 8+*+ /*+ ( + 8+:+ 3 78/+* ?3 78/ *8/:/

( 8+78/ 8) ; /: 738, ( )+*8/> /:)+ ?3 (

/*38/3* / )*,: ( /3*8, ; 83*+ ( 8( ( *>.

L /3*8, ( /*38/3* /9 738, ( 8*8/*6/8 *3(+:/*8 (+ 8+:)+/ ( )4:/+ ; ( )+*+= 6 8+:+ ( 83( 3

?3 )3 ** )+* )*8)/8+ 7(34(= 8)(* + 4( 7*9/8+.

CUADRO NF$



CLASIICACIÓN DE LA CALIDAD DE DRENAJE

F3/ AASHTO 1''= G3 7+* D +7 )4:/ /*38/3*

CUADRO NF1VALORES DE COEICIENTE DE DRENAJE H' RECOMENDADOS PARA

MODIICAR LOS COEICIENTES ESTRUCTURALES DE CAPA PARA BASE NOTRATADA Y SUB BASES PARA PAVIMENTO LEKIBLE

F3/ AASHTO 1''= G3 7+* D +7 )4:/ /*38/3*

E( /:)+ /3*8, ( )+*8/> /:)+ ( 4 /( 3*/ ( 83(

)*4 ?3 ( /*38/3* 8+/**9 8+ 4( 8*8+ ( /3*8, <3:

3( + :;+* ( 50 ( 3 (* /3*8,.

P* ( + < +)/+ 3 4(+* 1.00 8+**)+/ 3 *> 3+ ;

?3 ( )4:/+ /9 )3/+ 4( <3: )*,: ( /3*8,= /*



5 ; 25.

5.2 CLCULO DE ESPESORES

L /*38/3* 3 )4:/+ 7(( 3 /: 4* 8) ; )+* ((+

* 83*+ ((+. C+:+ ; 8*, ( )*8)+ ( :/++= ( :*+

/*38/3*( SN +* ( 8) 3*/ + 83*)+ ( /**)( (+ )*:*+

8(83(*.

D ( :: :* +/* ( :*+ /*38/3*( *?3*+ +* ( 8)

( 3 ; = 3/(@+ (+ 4(+* */8 )(8( )* 8 3+.

T*>+ 8+ ( 7*8 /* (+ :*+ /*38/3*( ?3 *?3* +*8 8)= ( )+* :9:+ )*:/+ 83(?3* 8) )3 * 8(83(+. P+* >:)(+=

( :*+ /*38/3*( :9:+ )*:/+ )* :/*( ( 8) ( 3 = * 3(

( :*+ /*38/3*( *?3*+ +* ( 3 */+ ( SN *?3*+ +* (

3*/.

E( :/++ AASHTO *8+: ( :)(+ ( 3/ 73* ; 838+



P* /*:* ( )+* 8*)/ 79(/8 D1 3: ?3 /+ ( */8= )*

+)+*/* ( *)/8+ +(8/= ( * ( 8) . S *3(4 ( 838,

+ 8+(+8+ (3* ( MR ( /**8*6= ( 4(+* ( EBS +/+ )+* ;+

*8/+ + )+* 8+**(8, 8+ 3 )*3 */8 8+:+ ( CBR.

A( *+(4* ( 838, + +/ 3 SN W SN1

S *+ ( 4(+* D1 3 /*+ )3( + : )3(. E/ *9 ( 4(+* D1.

P* /*:* ( )+* ( 8) D2 3: ?3 /+ ( */8 ( * (8) 3-= :* ?3

D+ SN2 /*: 8+ ( 838, + 8+(+8+ (3* MR ( 4(+* (

:,3(+ (/8 ( 8) 3 +/+ )+* ;+ *8/+ + )+* 8+**(8, 8+

3 )*3 */8 8+:+ ( CBR.



C+ / 4(+* SN W SN2

P* /*:* ( )+* ( 8) 3 3: ?3 /+ ( */8 (* ( /**8*6= )*+ /+ ; *(@, 83+ 3:+ ( :,3(+ *(8 ( /**8*6 )* 8(83(* ( SN ?3 8+4*/*9 SN.

E ( 78< / )*+*: 89(83(+ )* *(@* / 838+ :*)*98/8.

E ( )*/ /3+ < )(8+ <+> 89(83(+ )* /*:* (+ )+*

( /*38/3* ( )4:/+.

D 83*+ (+ 89(83(+ *(@+ ( 838, /*+*= 8+8(3; ?3 ( /*38/3*( )4:/+ *9

S+/ R%*%),.- E( 3(+ 738, + 3-*/ /9 8+7+*:+ :/*( 7+= *8(( )(/8 := 8(78+ 8+:+ CL ; ML 83*+ ( S/: U78+ C(788, S3(+ SUCS= 8+/8 7*: *6 ; *3(* 8(78+ 8+:+ SC-SM 83*+ ( S/: U78+ C(788, S3(+ SUCS. P* / 8+ ( /*/+ *98*78+ ; :>+*+ 8+ !0 :/*( 3- 8+:)8/+ 3 )+* 0.0:. ( '5 ( M9: D S8 MDS ( ;+ P*+8/+* M+78+= */*+)*4:/ ( )*/683( :;+* 2 ; +/*+ (:/+ 8/= /( 8+:+ 8<++*98+ */+ (*((+= 88+/ 8+8*/+= )(9/8+= ))(= 8*9:8= /8..



S+/ B%*,. E/ :/*( *9 3 7*:+ 8+:)8/+ ( '% ( M9: D S8 (

;+ P*+8/+* M+78+ 3 01 8) 0.15 :. # )+* ; *9 8+/* 8+ 83(?3*

( 3/ 8*8/*6/8

B.- E( :/*( :)(* ( *9 ( /)+ *3(* (88++ A-1A 0 3 )+* 0.15 :. # )* 3 CBR ( %0 8+:+ :6:+ ; 8+:)8/+ ( 100 ( M9: D S8

MDS ( ;+ P*+8/+* M+78+. E( :/*( :)(* ( *3(* 8/* ?3

83:)( ( )8788+ + ( 46. L 8+:)8/8, ?3 (8@* / 8) *

+ :+* ( 100 ( +/ (+*/+*+= :/ ( E;+ P*+8/+* :+78+ AASHTO T-

1%0-A ::+= (+ :/*( 83:)(* ( 3/ 8

C%-7,)% A*9&)'(% H((-,) %*9&)'( ,(&% , C%&',),. S*9 2 0.05 :. )+*=

8+:)8/+ ; 8+//3+ )+* 3 :@8( 79(/8 8(/= ((+ :)*:(@+ )*

)*+/*(+ ; 8+(+8*(+ 83*+ ( )8788+ /88 *( 8+/*388, 4/.

1.1. DATOS OBTENIDOS DEL PROYECTO EJECUTADO

1.1.1. FACTOR DE CONFIABILIDAD ( R )

L 8+7( *( ( + /+:+ 83/ )+( 4*8+ /*978+= 4*8+ (8+:)+*/:/+ ( /*38/3* . S (+ 4(+* *8+:+ )+* ( M/++ AASHTO

1''= ; 83*+ ( 8(788, 738+( ( 46 < +)/+ ( 4(+* RW '0.

1.1.2. DESVIACION ESTANDAR ( Zr )E( 4(+* ( D48, E/9* 83*+ ( 78/+* 8+7( R. D+ ?3 ( 8**/*

8(788, 83* )*8)( ; **+(( 3 @+ *3*(= /:+ 4(+* C+7(/* %0 ; '5.P* ( + + /) 10 + 8 3 ( 78/+* C+7( 8+*+< + %5

Z*W - 1.#!5

1.1.3. OVERALL ESTANDAR DESVATION ( So )E( 4(+* ( 48, E/9* T+/( 83/* /* 0.5 0.!5= )* ( 8+ )4:/+ 8+3)*78 *+3* A79(/8. C+*:+ 3 4(+* )*+:+

S+ W 0.!5

1.1.4. INDICES DE SERVICIALIDAD

L+ &8 S*48( 8+*+ 83*+ ( /)+ 8**/* ; /*978+ + (+ 3/P%',) 0, C(-,) A*9&)'( , (%&',),:

• &8 S*48( I8( P W !.0• &8 S*48( F( P/ W 2.0



1.1.. PROPIEDADES DE LOS MATERIALES

D 83*+ (+ *3(/+ (+ ;+ (+*/+*+ *?3*+ )3 8* (+ 3/

• M/*( )* B G*3(* CBR :;+* ( 100 8<8+.• M/*( )* S3 CBR :;+* !0 ( /+ /3*(.

L+ 8+78/ E/*38/3*( 8+*+ +

• P4:/+ C+8*/+ A79(/8+ C(/ 1W0.1$0

• B G*3(* 2W0.0#

• S3- G*3(* W 0.0!5

1.1.!. D"#"r$%&'%& *"+ ",-",or -'r' -'%$"&#o *"o&r"#o ',/'+#%o /0++*"-#.

La selección del espesor de un “Pavimento Asfáltico en todo su espesor”, puede

hacerse empleando las cartas de diseño, para el sistema de unidades americanas.

a! "ue entrar a esas cartas con los valores apropiados del trá#co $AL ! los valores

de %, de diseño de la su&rasante previamente seleccionados. Los espesores de los

“Pavimentos Asfálticos en todo su espesor” puede leerse directamente con una

precisión de '( mm o menos.

D'#o,

%)= *+++-/)01+.23

%)= '4+5(.5*+6 PS7



1.1.1. D"#"r$%&'%& *"+ ",-",or -'r' -'%$"&#o o&o&r"#o ',/'+#%o "&%$' *" '," *" '5r"5'*o &o#r'#'*o.

T"&"$o, *o, '+#"r&'#%',

R"-r","&#'%&



1.1.6. D"#"r$%&'%& *"+ ",-",or -'r' -'%$"&#o, *"',", *" "$0+,%o&", ',/7+#%',.

uando se use una capa deconcreto asfáltico so&re una &ase

con asfalto emulsi#cado 8ipo 77 o 77,

es posi&le o&tener los espesores

m9nimos de concreto asfáltico

recomendados de acuerdo al $AL.$l espesor m9nimo de concreto

asfaltico está en función del nivel

de trá#co:

TIPO ISe tiene un a;re;ado mu! &ueno ! solo se hará un tratamiento super#cial por

la ru;osidad "ue tiene las &ase emulsionadas, este tratamiento puede ser de

+.( cm ! 4 cm, dependiendo si es mono capa o &icapa.



8iene ma!or resistencia por ello tiene menor espesor.

TIPO II

I&#ro*0%& "$0+,%o&", ',/7+#%',

Las emulsiones asfálticas fueron ori;inalmente desarrolladas para resolver

di#cultades constructivas asociadas a la construcción con asfalto en caliente, !

tam&i<n fueron ideadas como aplicaciones para eliminar la emisión de polvo. $lincentivo para reducir el consumo de com&usti&les en la crisis ener;<tica de los

años +, hi>o "ue se ;enerara un eplosivo aumento en el uso de las emulsiones en

la esta&ili>ación de a;re;ado mineral, inclu!endo el me>clado con material h?medo

a temperaturas am&ientales.

La ma!or9a de las emulsiones utili>adas como a;entes esta&ili>adores tienen un

componente de “asfalto residual” de 2+@, "ue si;ni#ca "ue el 2+@ de volumen de

la emulsión está compuesto de asfalto disperso en un 3+@ del volumen "ue es

a;ua. $l porcentae de asfalto puede, sin em&ar;o, variar entre *+@ ! +@, pero los

porcentaes de asfalto ma!ores a 2+@ no son recomenda&les para el reciclado

de&ido a "ue la emulsión se torna viscosa, más dif9cil de &om&ear ! por lo tanto esmás dif9cil cu&rir el a;re;ado.



TIPO III



Be las seis alternativas o com&inaciones de espesores de&o ele;ir una

alternativa.

RESUMEN

1.2. DISE8O DE PAVIMENTO POR AAS9TO

Para la de#nición de los espesores de intervención por medio del m<todo de la Cu9a

de AAS8D se de&e, en primera instancia, de#nir ciertas varia&les de entrada, "uese presentan a continuación:



1.2.1. D",%'%& E,#7&*'r Nor$'+ ZR

- Se adopta un nivel de con#a&ilidad del 5+@, o&teniendo mediante la ta&la3.4 del mismo manual una desviación estándar normal -E)0 de F4.23(como se indica a continuación.

1.2.2. D",%'%& &or$'+ *"+ "rror ",#7&*'r o$%&'*o"& +' ",#%$'%& *" +o, -'r7$"#ro, *" *%,":o ; "+o$-or#'$%"&#o *"+ -'%$"&#o (So)

Para pavimentos Gei&les dicho parámetro oscila entre +.3+ ! +.(+, en este caso

particular se empleara +.3( para efectos de la o&tención del valor del SN re"uerido,

lo anterior al considerar la intervención por reali>ar en un alcance de reha&ilitación

de la estructura.



1.2.3. D%/"r"&%' "&#r" "+ &%"+ *" ,"r%%'%+%*'* (Po) ;"+ <&*%" *" ,"r%'%'+%*'* #"r$%&'+ *" *%,":o(P#) PSI.

8eniendo en cuenta el cuadro de servicia&ilidad de la v9a en función de suclasi#cación se toma un 9ndice inicial i;ual a 3.( ! uno #nal de '.(.

1.2.4. C'+0+o *" SN o& +o, *'#o, o#"&%*o,.- Batos:

H46 43+++++

E) F4.23(

SD +.35

PS7 '

%) *+4(+

- )empla>ando en la formula.



- omo resultado o&tenemos un SN='

1.2.. E,-",or", *" -'%$"&#o ',/'+#%o ,"5=& AAS9TO>3

- Batos:MATERIAL PROPIEDAD VALOR UNIDAD

A)P$8A

ASI. $ (++++ PS7

/AS$ /) 6+@ @

SJ/ /AS$ /) 3+@ @

H46 43+++++



- Iórmula para hallar el SN

- Se;?n el si;uiente ;ra#co hallamos el a4= +.4

A)P$8A

ASIAL87A $ (++++



- Se;?n el si;uiente ;ra#co a'= +.+2+

/AS$

/)

@ 6+



- Se;?n el ;ra#co si;uiente a*=+. 4'

SJ/ /AS$

/)

@ 3+



- Los coe#cientes de drenae m' ! m* se estiman de la si;uiente ta&la:

onsiderando el ran;o ma!or a '(@ de eposición a saturación !ecelente capacidad de drenae:

m' = 4.+

m* = 4.+

- $spesores m9nimos se;?n la si;uiente ta&la:



- $ntonces B4= '” , B'= 2” , B*= 2”

a4 +.4

a' +.+2+

a* +.+3(

m' 4.+

m* 4.+

d4 min '

d' min 2

d* min 2

- )empla>ando en la formula hallamos SN

SN= +.4K( +.+2K4( +.++3(K4(SN= '.3'(

CAPA ESPESOR ENPUL?.

B4 '”

B' 2”

B* 2”

1.3. DISE8O MECANISTICO UTILIZANDO @ENPAVE



I%, 1: I-,* %& 7--%% 0'')%* ,& /-, 0,& %-(' PROYECTO T3 8

%(,* (&'( , &% 7('; LAYERINP 7%-% ,& '-,* %& ,? 7-'('7%& 0,& ENPAVE.



I%, 3: S, 0,9', &%* 7-9+0'0%0,* 0, &%* 0'9,-,),* (%7%* , &%* (+%&,* *,)-%*')'- &%* (%-%*.



I%, 4: S, 0,9', &* (,9'(',),* 0, P'* 7%-% &%* 0'9,-,),* 7-9+0'0%0,* 0, &%*(%7%*.



I%, 5:



I%, 6: S, '-,*% &* %&-,* 0, &* M;0+&* 0, E&%*)'('0%0 *, )% (-,9,-,('% &%* /),'0%* 0,& 7-8,() ,'*),),. P%-% ,& M0+& 0, E&%*)'('0%0 0,& *+,&

*, %*+'; + *+,& ,-%0 ( + CBR DE 2.1>



I%, !: S, '-,*% &* %&-,* 0,& -%0' 0, ()%() &% 7-,*'; 0, '9&%0 8 &*0'9,-,),* 7+)* 0, ()%() 7%-% ,& %&'*'* 0,& ,, T-'0,.



I%, #: S, +/'(% &%* (-0,%0%* 7%-% ,& %&'*'* 0, + ,, T-'0, , 6 7+)* 0,()%().



I%, $: U% , '-,*%0 &* 0%)* *, +%-0% 8 *, (--, ,& 7--%% 7%-% &%/),('; 0, &* 0%)*.



I%, 1: O/),('; 0, &* -,*+&)%0* ( ,& 7--%% ENPAVE.



ALLANDO N9 8 N0



TRIDEM

PTO E# E FALLA1

1 F

+.++++

3

+.+++2+

'*

N/ 6!6.42646

2 F

+.+4'*

+.+++2+

'*

3 F+.43+' +.+++32

26

FALLA2

4 F

+.++6+

(

+.+++32

26

N* 3!11!.61

F

+.++(6*

*

+.+++2+

'*

! F+.++(6*

6

+.+++2+'*



6. CONCLUSIONES Y RECOMENDACIONES

#.1.1 S < 8+8(3+ 8+ ( /) )(+*8,= ?3 < 8+/+ >83/* ( 3/ )*+*: 10 8(8/= (8@+ 3 )*+73 1.50 :.

E (+ ++ *(@, ( */*+ 8(8/= :3/*+ 3(+ (/*+

)* ( >838, ;+ /9* ; )8(.

!.1.2 D ( 4/8+ +/88 ; *3(/+ (+ ;+ (+*/+*+= ( 3(+

3-*/ /9 8+7+*:+ )+* 3 :/*( 7+= *8(( )(/8 := 8+/8 7*:

*6. N+ < */*+ 4( 7*9/8+ 3*/ ( 4/8+ 8:)+. T+:+ /

8+*8+ /*:, ( CBR + 20.

#.1. L /*38/3* )4:/+ /9 8+7+*: )+* ( 3/ /*38/3*

C) M>+*:/+ 4( ( 3*/= 8*78* ; 8+:)8/* 3

)+* 0.0 := *9 :>+** ( :/*( 3-*/ :@8(9+(+

8+ :/*( 3- !0= )* (3+ * 8+:)8/ ( '5 (

:9: 8.

S3-B G*3(*= 3 )+* 0.15 : #.

B G*3(*= 3 )+* 0.15 : #.

C*)/ A79(/8= 3 )+* 0.05 : 2.

#.1.! L+ *3(/+ / 7+*: )(8 8(34:/ ( 9* /3 + )3 3/(@*

+/*+ 8/+* + )* +/*+ 7.

ANEO

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PAVIMENTOS

pavimentos - ing. civil

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