02 Informe Final Caminos i

UNIVERSIDAD NACIONAL DEL ALTIPLANO E.P. INGENIERIA CIVIL

Facultad de Ingeniería Civil y Arquitectura Escuela Profesional de Ingeniería Civil

ESTUDIO DEFINITIVO DE INGENIERÍA PARA EL MEJORAMIENTO DE LA CARRETERA DE LA ZONA DE HUAJE “CARRETERA HUAJE UROS CHULLUNI”

Presenta! "!r# P$n!-Per%

ING. FÉ FÉ LIX ROJAS CHAHUARÉS

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INDICE 1 MEMORIA DESCRIPTIVA

Pag. 3

ASPECTOS ASPECTOS GENERALES UBICACIÓN GEOGRAFICA ANTECEDENTES ALCANCE DE ESTUDIOS 2. EVALUACION DEL TRAMO:

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REVISIÓN DE LA INFORMACIÓN EXISTENTE TRAZO VIAL EVALUACIÓN DEL SISTEMA DE DRENAJE E HIDROLOGÍA OBJETIVOS DEL ESTUDIO INFORMACIÓN METEOROLÓGICA ESTUDIOS DE PRECIPITACIÓN IMPACTO AMBIENTAL 3. TRABAJO DE CAMPO

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TRABAJO DE CAMPO TRABAJO EN GABINETE DISE!O GEOMETRICO HOJA DE CALCULOS PARA EL REPLANTEO ". HOJAS DE C#LCULO

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5. CONCLUCIONES

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ING. FÉ FÉ LIX ROJAS CHAHUARÉS

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1. MEMORIA DESCRIPTIVA

1.1

ASPECTOS GENERALES

1.1.1.GENERALIDADES: 1.1.1.1. NOMBRE DEL PRO$ECTO:

%ESTUDIO DEFINITIVO PARA EL

MEJORAMIENTO DE LA CARRETERA DE LA ZONA DE HUAJE %CARRETERA HUAJE & UROS CHULLUNI' TRAMO: 2 ()* + , )* +5-'

1.2. UBICACIÓN GEOGRAFICA: DEPARTAMENTO

: Puno.

PROVINCIA

: Puno.

DISTRITO

: Puno.

LOCALIDAD

: Centro Poblado de Uros Chulluni  !arrio "ua#e.

UBICACIÓN $ LOCALIZACION GEOGRAFICA

ING. FÉ LIX ROJAS CHAHUARÉS

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1.3.

ANTECEDENTES:

E /0 0 0 40/0 /0 678980 4;94 <0 804940 6 ==4 90;90 >4?@804; ?080 C?4?@8@0 4; 06*0=0*494 <0/ 0 /; 80*; =4 94840 8/0;4. S 4*0 =44 *04;90;4 <4 4/ 90;9 4 4;90 >@0 6<4=4 >00 *<8? 0 <4 ?0 =@0; 4 /; <4 6<4=4 880; >4?@8
1.".

ALCANCES DEL ESTUDIO:

E/ 6489 ;4 48<490 4/ =;4 =4/ 44 =4 6/090  4 4/4>08 944= 4 8<490 / 08=0= 4 8/0;4; 9000 8 <0 8<>0 >4980/  <0 8<>0 ?90/:

1.".1. DISE!O GEOMETRICO: A=48<0 /0 ;<,0;094 0 /0 ;<;=0= =4 /0 ;<6484 =4 /0 804940 4;9494. F00 =4 /4>090*49 9678 =4 2* 0 0*; /0=; =4/ 44. C/0;808

=4

*0940/4;

K

90/<=4; =4

/0;

;4884;

90;>4;0/4; =4 08<4= 0/ 4;4;; *9>; 8* 6 4/ 94*6 90;8<= *094*49 =464=08 =4 /; 6/0=4; 498. L0 6/0/ =4/ 44 4;907 44=0 0/ *;* ;;94*0 =4 8=40=0; 96780; =4 *040 <4 70; 84;6=0 8 /; =80=; 4 /; 6/0; =4 =;4 060=. ING. FÉ LIX ROJAS CHAHUARÉS

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E/ >4980/ (PI- =4 /0 6/0/ =4/ 44 =4 =;4  /; 6<9; =4 8*4   =4 8<>0; 88/4; <80=0 <40 =4/ 740 =4 /0; 46/0084; <4 64*90 /0 78/ <808  46/094 =4 /; PI. R4;6489 0 /; E;9<=; G4/8  G4988 S<4/; M0940/4; C0940; F<494; =4 A<0 E;90/=0= =4 T0/<=4; H=/@0  D404 4 I*6089 A*490/  ;4 40/0@0 8 *0 *69080 8* 08=0= 4 8/0;4;.

2.

EVALUACION DEL TRAMO:

P00 /0 4>0/<08 =4 /0 804940 4;9494 ;4 00/0 =; 0;6489; 7;8;: < 44= 0 ;<; 09484=494;  4/ 9 44= 0 /0 4>0/<08 660*494 =8?0.

2.1 REVISIÓN DE LA INFORMACIÓN EXISTENTE: 2.1.1 ESTUDIOS EXISTENTES: C 4/ 66;9 =4 944 9=0 *08 7;80 44=0 0 /0 804940 4 4;9<= ;4 >;9 0 =4494; I;99<84; 494 4//; ;4 6<4=4 *480: MTC D488 D46090*490/ =4 C0*; =4 P<. CTAR P<. I;99<9 G478 N080/. M;94 =4 A8

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2.1.2. INFORMACIÓN CARTOGR#FICA $ METEOROLÓGICA: P00 /0 948 =4 /0 *08 809780  *494/80 ;4 48< 0 9=0; /0; <494; =4 *08 6;/4; 90/4; 8* 4/ I;99<9 G478 N080/ (IGN-  4/ S4>8 N080/ =4 M494/@0 4 H=/@0 (SENAMHI-. E 8<09 0 /0 *08 809780 ;4 486/ *08 0 609 =4 /0 C090 N080/ 4 4;80/0 1:1 ==4 4/ 740 =4/ P489 ;4 48<490 4 /0 ?0 33&>. P00 /0 *08 *494/80 ;4 48< 0 /; =09; 6680=; 6 SENAMHI =4/ 8<0/ ;4 9<> =09; =4 /0; 4;9084; =4 P< 0;@ 8* 4;9; =4 N>4/4; M4=; M4;<0/4; =4/ L0 T98080. 2.2.

TRAZO VIAL

L0 >@0 089<0/ 0 944 =4=0 9=0 ;< 6/090 64 ;4 ?07 < *4 90 6<4;9 <4 4/ 90 089<0/ 80484 =4 894 988 4 4/ =;4 =4 804940;. 2.3.

EVALUACIÓN DEL SISTEMA DE DRENAJE E HIDROLOGÍA:

E/ 64;494 @94* 944 8* 0/=0= 00/0 /0; >00/4; ?= & *494/80; =4 /0; ;<&8<480; <4 =0 4 0 /; 8<;; =4 0<0 <4 8<0 /0 >@0 4 4;9<=  =4 4;90 *040 40/0 4/ =;4 =4 /0; 4;9<89<0; =4 8<84. P00 90/ 66;9 ;4 ?0 486/0=  00/0= 9=0 *08 9880 4 *08 809780. P00 /0 40/08 =4 4;90 4>0/<08 ;4 ?0 <9/0= /0 *08 94=0 =4 SENAMHI PELT DIRECCIÓN DE AGRICULTURA  9; /; 8<0/4; <4 8/0;80=; 0=48<0=0*494 4/*0= 0<4//; =09;  80/4;  0 /0 >4 8*6/4*490= /; >0/4; 0/9094;. E / <4 4;64890 0 4;94 6<9 4/ =404 =4 /0; 0<0; ;4 40/0 4 *0 09<0/  6 0>4=0= 4;9 =4= 0 <4 /0 804940 ;4 <80 4 /0; 0/=0; =4/ C4 HUANCAPARUE ;4= /0 <808 =4 /0 804940 0 *4=0 /0=40.


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L0; 0/8090//0; <4 ;4 64;490 4 /0 0 =4/ 6489 ; 094;00/4; 8*6<4;9; =4 64=0  8849 /; 8<0/4; <4 8;9<=; ?084 *<8?@;* 94*6. P / 909 4; 484;00 /0 ;<;99<8 =4 4;90; 0/8090//0; 6 <4>0; 0; =4 094 =4 08<4= 0 /0 4>0/<08 <4 ;4 ?00. 2." OBJETIVOS DEL ESTUDIO L; 6860/4; 49>; =4/ 4;9<= ;: M40 4/ 90 =4 804940 =4 08<4= 0/0 NPDC&DG21  M=8090. D494*08 =4 /; 0894; ?=74;0 4/ 0/40*49 =4 /0 C04940 4 4;9<=  8<490 8 4;9 =4 80<=0/4; 6 9 /0= /0; 8<480; ; 64<40; 8<0 740  ;<640 /; 2 )* 4 /0 *0@0 =4 /; 80;;. P /0; 800894@;980; =4 /0 804940 ;4 8;=40 <4 600 4489; =4 4;9*0 /; 80<=0/4; *7*; 60/4; 4;9; =44 80/8
E/ 8/*0 64=*094 =4 /0 0 =4 4;9<= 4; ;48  @= 4 0 6094 =4/ 0. L0; *04; 64869084; 0/4=4= =4 /0; 94840; 6094; =4/ 990/ 0<0/ ;4 4;90 4 4/ 64@= 8*64== 494 /; *4;4; =4 =84*4  *0. L0 6486908 *4=0 0<0/ 4 4/ 64@= 1 & 1Q 9<> <0 >008 494 Q"5** (P<-  "1.** (U<; C?0@0 494 &".C  1".3C /0 94*6409<0 6*4= *4;<0/ 990/ *@*0 >0@0 494 &2.C  ."C ING. FÉ LIX ROJAS CHAHUARÉS

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4;6489>0*494 /0; *7*0; 440/*494 ;4 =0 494 S494*4  D84*4  /0; *@*0; 494 J<  J0 >4808  8*6008 ;4 =494*07 0/<; >0/4; 484;0; 600 4/ =;4 =4 /0; 0; =4 094 4 >;90 =4 <4 64;490 ;*/04; 4>49; ?=/8;. L0 6486908 *4=0 0<0/ >00 6 /; Q3.1**. 2.Q

IMPACTO AMBIENTAL

D4 08<4= 0 S?46?4= M//4; M>4  C0/0= (2- /0 <8 6860/ =4 < E;9<= =4 I*6089 A*490/ 4; 4>0/<0 /; *6089; 0*490/4; 69480/4; 0;80=; 0 < 6489 8 4/ 66;9 =4 =4980 *4==0; =4 *908 00/4; 600 **0 /; *6089; 0=>4;;  ; ;4 4<44 4>0/<0 /0; 0/9409>0; =4/ 6489 8*600= /; *6089; 0;80=; 8 80=0 0/9409>0. S4 4<44 <0 =4;868 0=48<0=0 =4/ *4= 0*494 600 //4>0 0 80 /0 4>0/<08. L0 =4;868 =4/ *4= 0*494 =44 0080 4/ 0*494 @;8 4/ 0*494 /8 4/ 0*494 ;8&48*8  4/ 0*494 =4 94; ?<*0. P00 4/ 80; =4 /0 8;9<88 =4 /0 804940 0;0/90=0 8;;9494 4 <0 0 >0/ ;4 64> 8 /0 E>0/<08 =4 I*6089 A*490/ 4>90 4/ *04 080/ =4 /; 48<;; 09<0/4;  /8; 0;@ 8* 4>90 <0 6/4*7980 0*490/  ;848*80. P 4;90 0 4/ 4;9<= =4 *6089 0*490/ 944 8* 0/=0= 64;490 <0 4>0/<08 =4 /; *6089; 6=<8=; 6 /0 448<8 =4/ 6489 66<4;9 4 4/ 7*9 =4 /; 849; 6/0=; 0/4=0; 0 /0 0 =4 4;9<=  64;490 48*4=084; /0; 8<0/4; 4;97 480=0; ?080 /0 *908 =4 *6089; 0*490/4; /0 ;/<8 0/ 8/89 =4 <;; =4/ ;<4/  ?080 /0 <9/08 =4/ 4;608 440= =4 *040 080/  ;;94=0.


8


E/ 66;9 =4 //4>0 0 80 < 4;9<= =4 *6089 0*490/ 4; 4;90/484 /0; 8=84; 0*490/4; 4;9494; =49  4 4/ 7*9 =4 /<480 =4/ 6489 600 4>0/<0 /; 6;/4; *6089; <4 6<4=4 ;4 80;0=; 6 4/ 6489 4 =4980 /0; *4==0; =4 *908 <4 ;47 484;00; 600 4/*0  **0 /; *6089; 0 >4/4; 084690/4;. E/ 684; =4 < 4;9<= =4 *6089 0*490/ =44 ;4 8;=40= 8* 4/ =4;0// =4 < 8<9 =4 089>=0=4; =7*80;  /4/4;  6 / 909 =44 ;4 0=0690= 0 089>=0=4; 4;648@80;. U 684; =4 4;9<= =4 *6089 0*490/ ;4 8*64 7;80*494 =4 / ;<494: E;90/484 /0; 8=84; 0*490/4; 4;9494;. I=4980 09860=0*494 /; 96; =4 *6089; <9/0= /0; *49=/@0; *7; 0660=0 0/ 96 =4 6489  ;< 09<0/40. E;9*0 /0 494;  *09<= =4 /; *6089; 64>;9;. I946490 4/ ;80= =4 /; *6089;. E/ 684; =4 < EIA 4<44 <0 4>0/<08 990/ *0; 0660=0; 6 4/ 6489  ;<; 8*6494;.

3. TRABAJO DE CAMPO


9


$.% TRA!A&O DE CAMPO: Durante el re'lanteo del tra(o se han ubi)ado los *+rti)es de la Poli,onal De-initi*a PI/0 )o1o se a)ord2 en las )lases. En -un)i2n de las re-eren)ias 3n,ulos 4 distan)ias/ se ha 'ro)edido a reubi)ar el PI el )ual se 1onu1ento )on blo5ues de )on)reto 4 esta)a de -ierro Los traba#os de )a1'o e-e)tuados 'ara el tra(ado son los si,uientes: A.6ALINEAMIENTO "ORI7ONTAL Del 81. 99999 al 81. 9;990 Cate,oristente0 radio 1i1a de =.=@ de %99.@B 1. de lon,itud0 4 una 'endiente 1
!.6NIVELACIN Para el )ontrol alti1+tri)o del tra(o se ha utili(ado tres 'untos del Siste1a de Control Verti)al del IN 13s )er)anos al 3rea de in-luen)ia del tra1oF se ha esta)ado 4 ni*elado )ada *einte 1etros. C.6 PERGIL LONITUDINAL El tra1o desde el ini)io en el 81 99990 )on )ota de !M6$=BB.?B1.s.n.1.0 hasta el -inal 81. 9;99 )on )ota de $===.=9 1.s.n.1.0 se desarrolla en )ontinuo as)enso0 de -or1a sinuosa0 )on 'endientes *ariables de 'ro1edio ;0 hasta lle,ar al -inal de la )arretera 81. 9;99. La rasante del 'ro4e)to se,uir3 se,Hn el diseo )onsiderando resol*er las li1ita)iones de la *isibilidad. La *)e'to en las (onas 5ue 'or ra(ones hidr3uli)as se ele*ar3 la rasante. D.6 SECCIN TRANSVERSAL Del 81. 99999 al 81. 9B@9.$0 se tienen/ se))iones ti'o: Ti'os I0 donde el an)ho de )al(ada 'ara es de ? 1. )on ber1as de 9.J9 1. Las )unetas diseadas son de se))i2n trian,ular en toda la )arretera ING. FÉ LIX ROJAS CHAHUARÉS

10


$. TRA!A&O EN A!INETE Los traba#os de ,abinete se han e-e)tuado en dos eta'as: Traba#os en ,abinete en la (ona in6situ/0 este se ini)i2 'aralela1ente )on el traba#o de )a1'o0 donde diaria1ente se utili(aba los datos de la esta)i2n0 distan)ia entre PI0 3n,ulos de de-le>iones 4 Coordenadas/ 4 )otas de ni*ela)i2n del esta)ado0 )on lo )ual se obtiene el e#e real )orre,idoF as< )o1o el 'er-il lon,itudinal traba#ados en Auto Cad.

$.$. DISEKO EOMETRICO. B.$.% TRANSITA!ILIDAD ACTUAL La )arretera 'resta ser*i)io a un tr3-i)o 1i>to en )ondi)iones de transitabilidad 4 se,uridad *ial 1u4 1alas0 'or los si,uientes 1oti*os:  Plata-or1a *ial0 )on )a'a de rodadura ,ranular )on 'roble1as -un)ionales 4 estru)turales 5ue en +'o)as de llu*ia son )r
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17

UNIVERSIDAD NACIONAL DEL ALTIPLANO E.P. INGENIERIA CIVIL Entone4 BB;,'8 Para el 5ngulo 7e 7eein "F#;"":##?,"L# F;,<,)=,+6'+==

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18


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;.% CONCLUSIONES DEL REPLANTEO DEL TRA7O  DISEKO EOMTRICO TOPORAGIA DEL E&E El 'unto de ini)io del re'lanteo del tra(ado del e#e0 se ini)ia )on la a'roba)i2n del ,ru'o0 en el estribo i(5uierdo del ini)io de "ua#e0 81. 9999 )on )oordenadas N JJJ$@.;0 E JJJ$$.J0 )on una )ota de !M6$=?J.J=1.s.n.1. 4 ter1ina en las )oordenadas N %99$J?.$?;0 %99@$.@?;0 81. 9B990 en el ini)io de la (ona urbana de "ua#e. Al re'lantear el e#e 4 1onu1entar los PIs de las )ur*as hori(ontalesF se estable)i2 una lon,itud total de @;=.%$ Se han e-e)tuado al,unos traba#os de *eri-i)a)i2n de le*anta1ientos to'o,r3-i)os )o1o 'arte de la ade)ua)i2n al estudio reali(ada 'or el RUPO % el )ual hi(o el le*anta1iento de ING. FÉ LIX ROJAS CHAHUARÉS

19


las se))iones trans*ersales )ada 9 1etros en tra1os tan,entes 4 )ada %9 1etros en tra1os en )ur*as0 el an)ho de la -ran#a se))ionada es de 9.991. a )ada lado del e#e. El te1a es tratado en el Estudio de I1'a)to A1biental 5ue 'or 1oti*os de del )urso no lo reali(are1os Para e-e)tuar los traba#os se ha )ontado )on una bri,ada de to'o,ra-
;. CONCLUSIONES GINALES: La eta'a de tra(o de-initi*o es esen)ial en el 'ro4e)to de )arreteras. Se debe tener es'e)ial )uidado al 1o1ento de reali(ar la re)ole))i2n de datos. Se debe su#etar la 1ira lo 13s *erti)al 5ue sea 'osible al 1o1ento de reali(ar la ni*ela)i2n del terreno. Es ne)esario to1ar las 1edidas de se))iones trans*ersales )on in)ha 1et3li)a. Es re)o1endable lle*ar ro'a ade)uada 4 ali1entos 'ara reali(ar los traba#os. Ser

20


PLANOS


21

02 Informe Final Caminos i

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