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PARASOLUCIONARLACONGESTIONVEHICULARYPEATONALENELOVALODE

88

CURSO:ARQUITECTURA Y DISEO

INTEGRANTES:

MARIANO LOBATON FABIANEDUARDO

MONTENEGRO SANTACRUZ

FRANKLIN


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DEDICATORIA

A nuestras familia y docentes por

brindarnos su apoyo incondicional

durante todo este tiempo.


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Con!n"#oINTRODUCCIN...............................................................................................1

I. PLANTEAMIENTO DEL PROBLEMA...............................................................3

1.1ANTECEDENTES Y FUNDAMENTACIN DEL PROBLEMA.....................31.2 FORMULACIN DEL PROBLEMA.............................................................4

1.2.1. GENERAL............................................................................................4

1.2.2. ESPECIFICAS.....................................................................................4

1.3 OBJETIVOS................................................................................................4

1.4. JUSTIFICACIN E IMPORTANCIA...........................................................5

1.5. VIABILIDAD................................................................................................5

1.6. LIMITACIONES..........................................................................................5

II. MARCO TEORICO...........................................................................................7

2.1 REVISION DE ESTUDIOS REALIADOS..................................................7

2.1.1 A NIVEL INTERNACIONAL...................................................................7

2.1.2 A NIVEL NACIONAL.............................................................................8

2.1.3 A NIVEL REGIONAL...........................................................................13

2.2 BASES TEORICAS...................................................................................16

2.3 MARCO SITUACIONAL............................................................................2!

2.4 BASES LEGALES.....................................................................................252.5 DEFINICION DE TERMINOS BASICOS.................................................26

III" .#IPOTESIS$ VARIABLES$ INDICADORES Y DEFINICIONESOPERACIONALES.............................................................................................2%

3.1 #IPTESIS GENERALES Y ESPECIFICAS.&.........................................2%

3.1.1 #IPOTESIS GENERAL.......................................................................2%

3.1.2 #IPTESIS ESPEC'FICAS................................................................2%

3.2 SISTEMAS DE VARIABLES.....................................................................2%

3.3 SISTEMAS DE VARIABLES(DIMENSIONES E INDICADORES............2%

IV. MARCO METODOLGICO......................................................................33

4.1 TIPO Y NIVEL DE INVESTIGACIN.......................................................33

4.1.1 TIPO DE INVESTIGACION)...............................................................33

4.1.2 NIVEL DE INVESTIGACIN..............................................................33

4.2 DISE*O DE LA INVESTIGACIN............................................................34

4.3 COBERTURA DE ESTUDIO.....................................................................34

V. UNIVERSO POBLACION O MUESTRA.&...................................................375.1 DETERMINACIN DEL UNIVERSO+POBLACIN..................................37


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VI. T,CNICAS DE RECOLECCIN Y TRATAMIENTO DE DATOS..................41

6.1 FUENTES$ T,CNICAS E INSTRUMENTOS DE RECOLECCIN DEDATOS.............................................................................................................41

6.2 PROCESAMIENTO Y PRESENTACIN DE DATOS...............................41

6.2.1 PROCESAMIENTO DE DATOS).......................................................416.2.2 PRESENTACIN DE DATOS)............................................................41

VII.ASPECTOS ADMINISTRATIVOS Y PRESUPUESTALES...........................43

7.1 CRONOGRAMA........................................................................................44

7.2 MATRI DE CONSISTENCIA...................................................................44

VIII ANE-OS)......................................................................................................48

8.1 RECOMENDACIONES.............................................................................48

8.2 PANEL FOTOGRAFICO............................................................................4%

I- BIBLIOGRAF'A).............................................................................................53


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1

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CAPITULO I._

PLANTEAMIENTO DELPROBLEMA


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I. PLANTEAMIENTO DEL PROBLEMA1.1ANTECEDENTES Y FUNDAMENTACIN DEL PROBLEMA

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CAPITULO II._

MARCO TEORICO


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II. MARCO TEORICO2.1 REISION DE ESTUDIOS REALIZADOS

2.1.1 A NIEL INTERNACIONAL

TECNOLOGIA EN LA NUEA TERMINAL DE TRANSPORTES EN

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>" NOMBRE DEL PROYECTOCREACION DEL TERMINAL TERRESTRE EN EL DISTRITO DE

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CAPITULO III._IPOTESIS YARIABLES.

III; .IPOTESIS ARIABLES INDICADORES Y DEFINICIONESOPERACIONALES

3.1 IPTESIS GENERALES Y ESPECIFICAS._

3.1.1 IPOTESIS GENERAL

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3.1.2 IPTESIS ESPECFICAS

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INDEPENDIENTE

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SOCIAL

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CAPITULO I._MARCOMETODOLOGICO.

I. MARCO METODOLGICO.1 TIPO Y NIEL DE INESTIGACIN

.1.1 TIPO DE INESTIGACION:

E/ 9:


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C8*+%$*$%&*:

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CAPITULO ._UNIERSOPOBLACION Y

MUESTRA.

. UNIERSO POBLACION O MUESTRA._.1 DETERMINACIN DEL UNIERSOPOBLACINL0 9:>/0 @ =0 0 0


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CANTIDAD DE AUTOS QUE TRANSITAN POR EL OALO DE CAYUAYNA EN UNDIA.

CAMIONES Y BUSES AUTOMOVILES MOTOTA-IS Y MOTOS

347 1%26 1!35

TOTAL_ 33!8QVER CUADRO ESTADISTICO EN RESULTADOS DEL PROYECTO"

D :0/ 7! 9:0 00 /: /0: : /: )

RESULTADOS DE LA ENCUESTA


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CAPITULO I._TECNICAS DERECOLECCION.

I. TCNICAS DE RECOLECCIN Y TRATAMIENTO DE DATOS


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4.1 FUENTES TCNICAS E INSTRUMENTOS DE RECOLECCIN DEDATOSFUENTES

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4.2 PROCESAMIENTO Y PRESENTACIN DE DATOS

4.2.1 PROCESAMIENTO DE DATOS:E/ 9:0=: /: 0: :>: /0 ?:0 :


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CAPITULO II._

ASPECTOSADMINISTRATIOS.


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II.ASPECTOS ADMINISTRATIOS Y PRESUPUESTALES


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.1 CRONOGRAMA

.2 MATRIZ DE CONSISTENCIA


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MATRIZ DE CONSISTENCIA

NTEAMIENTOPROBLEMA

OBJETIVOS HIPOTESIS OPERACIONALIZACIONDTDIC

VARIABLES

DIMENSION FACTORES INDICADORESTECNICAS EINSTRUMENTOS

ERAL"##&'&$"#( $)$+ $-./)'&$) *.(&.# *$/# M'&/'$//'"$++ $) #')#C'-'+'

C#+&..&

$+ )'/#+(&//.!+ *$ +$&".+')$&&$(&$ $+$) D.(&.#(*$ P.))/#M'&' '&'"$%#&'& $)#&*$+ &+(.#$-./)'& $'#+') $+

$) #')# *$C'-'+':

S. ($

/#+&.$ ')'$)'#&'/.!+*$ +$&".+')$&&$(&$$+#+/$( ($"$%#&' $)&+(.#$-./)'&$+&$ )#(*.(&.#( *$P.))/# M'&/'

;+/# *$ $('"'+$&' ($*$(/#+


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CAPITULO III._ANEOS.


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III ANEOS:.1 RECOMENDACIONES S :=0 =9/=0 / 9:@: /0 0 0 /0 >/ @0 >0 0 /0 9:>/0 P//:=00. E 0: 0/?0 9:@: :=9/=0: 900 :> 0 /0

:>/0 / =0/ :=: : =0 /0 0 00 @ 0 0:0 0 K 0/ : 9/0

:0$ 0 9/: 0$ 0: 0/ =: 0=>$ @0/ :0


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O&*+' 7# C*9@8*9(*

P*)*7#)' 7# *8$'?&%+#, 0)#($# *+ '&*+' 7# C*9@89(*.


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E$%&"on%'"!no "n(o)'%* +,! "'-o$""*"% !* no)'%*)/n$"o -!%on%*.

T)%0&o !n !* o1%*o #! C%23,%2n%.


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E$%&"on%'"!no$ "n(o)'%*!$ #! *o$ %,o$ #! *%$#"$"n%$ !'-)!$%$.

E$%&"on%'"!no$ "n(o)'%*!$


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E$%&"on%'"!no 2 -%)%#!)o$ "n(o)'%*!$ #! *o$#"$"no$ %,o$ 2 %,o,$!$ !n 3o)%$ #! *% no&3!.

T!))!no !n !* '%*!&4n W%*5!) G,$%1o So!)on #on#!$! &on$),")/ !* (,,)o !)'"n%* !))!$)!.

ENCUESTA SOBRE EL TERMINAL TERRESTRE EN ELOVALO DE CAYHUAYNAEDADB : SEOB ; H M H


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1: E( ('&.# &$


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9: C!"# $( )' /').*'* *$ ($&./.# J$ /$+' )#( $&".+')$( *$ )'( '


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CAPITULO I._BIBLIOGRAFIA.


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I BIBLIOGRAFA: CEPAL QC:= E:=0 900 A=0 L00 @ / C0>" Q2!!3"$

XC: :$ / 9:>/=0 @ =: 0/:. A/>: B// W

C:=9/0:.

G/ C;: C;. + A=90: M0=0 F. Q2!12".J/00$ 0 0>0. U 0/0: H:.

P00 N. D:=?$ M00 C. V0/ @ V: #. J C:?. J/: 2!1!.

L0 M:/?0 M0=0 / DH: 9=: D R T09:

U>0: : R: A=>0/. A0) C0 @ T:/:0 1!$

USEU. ALC`NTARA VASCONCELLOS$ E0:. 2!1!. A/ /0 =:00. E90:$ =: 0=> @ 0. B::( C:/:=>0) CAF.

T;:=:$ I0 @ A. B// Q2!!1"$ L0 : : >0:) 00 @:0 :=0 @ :0/$ R: 00/0

0$ N[ 25 QLC+L.156!"$ S00: C;/$ C:= E:=0 900

A=0 L00 @ / C0> QCEPAL". P>/0 /0 N0: U0$

Na /:9:.:=+2!13+!4+:(=:0(0(900(

90:0/.;=/;9)++/00:=0.>/:9:.:=+2!13+!5+9=(0=>:(


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RESULTADOS DEL

TRABAJO DEINESTIGACION.


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EMPRESAS DE TRANSPORTE QUE SE ENCUENTRAN UBICADAS AL FRENTEDEL OALO DE CAYUAYNA._

EMPRESA RUTA N APRO. DE CANTIDADDE AUTOS QUE IAJANPOR DIA

1; SEOR DE LOSMILAGROS.

#:(O:@0 WL=0. 7 0:=


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TRABAJOARQUITECTONICO.


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