Calculo de Tipologia (H-c-01)

8/13/2019 Calculo de Tipologia (H-c-01)

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Tramo: Pilluana- Tres UnidosLongitud 14 KM

Distrito TARAPOTOProvincia: SAN MARTINDepartamento: SAN MARTIN

Nivel de Servicio: BPlazo del contrato: 12 meses

BASE DE DATOS PARA DETERMINAR LA TIPOLOGIA Y COSTO DEL CONTRATODE MANTENIMIENTO RUTINARIO

Formato elaborado por Luis N. Bazn NavedaImpresin: 1/18/2014 Pgina 16 d e 16


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Tramo: Pilluana- Tres UnidosLong.: 14 KM

KM: Del 0 al 1 KM: Del 0 al 1Pend. Talud Tipo de Estabil

Inicio Trmino % Inicio Trmino h (ml) Material del talud0+000. 0+100. 100.00 2.50 250.000 0+000. 0+350. 4.00 RS 20+100. 0+140. 40.00 1.80 72.000 0+350. 0+600. 6.00 RF 10+140. 0+500. 360.00 13.00 4,680.000 0+600. 1+000. 5.50 MS 30+500. 0+592. 92.00 12.00 1,104.0000+592. 0+650. 58.00 14.00 812.0000+650. 1+000. 350.00 6.00 2,100.000

1,000.00 9,018.000 TOTAL 6

9,018.000 6

1,000.00 3


Inicio Trmino % Inicio Trmino h (ml) Material del talud1+000. 1+050. 50.00 5.60 280.000 1+000. 1+300. 5.00 RF 11+050. 1+600. 550.00 5.80 3,190.000 1+300. 1+600. 6.00 RS 21+600. 1+800. 200.00 6.20 1,240.000 1+600. 2+000. 5.50 RS 21+800. 2+000. 200.00 5.60 1,120.000

1,000.00 5,830.000 TOTAL 5

5,830.000 51,000.00 3


Inicio Trmino % Inicio Trmino h (ml) Material del talud2+000. 2+200. 200.00 1.50 300.000 2+000. 2+500. 7.50 RF 12+200. 2+600. 400.00 2.50 1,000.000 2+500. 3+000. 6.00 RF 12+600. 3+000. 400.00 2.80 1,120.000

1,000.00 2,420.000 TOTAL 2

2,420.000 21,000.00 2

9.02

Long.

ProgresivaLong. Pend.xLong.

Progresiva

COMPONENTES DEL FACTOR DE RELIEVE (FRE)

CALCULO DEL INDICE DE ESTABILIDAD DEL TALUDCALCULO DE LA PENDIENTE PROMEDIO

Progresiva

Pend. = = 2.00

Pend.xLong.Progresiva

% IET = =

5.83 %

Pend.xLong.

Pend. = = 2.42

= 1.67

IET = = 1.00

IET =

Progresiva

Pend. = =

%

ProgresivaLong.

Formato elaborado por Luis N. Bazn NavedaPgi 2 d 16


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KM: Del 3 al 4 KM: Del 3 al 4Pend. Talud Tipo de

Inicio Trmino % Inicio Trmino h (ml) Material3+000. 3+150. 150.00 5.00 750.000 3+000. 3+250. 7.00 RS3+150. 3+250. 100.00 5.50 550.000 3+250. 3+500. 6.00 RS3+250. 3+300. 50.00 6.00 300.000 3+500. 3+750. 5.50 RS3+300. 3+560. 260.00 6.50 1,690.000 3+750. 4+000. 6.00 RS3+560. 3+600. 40.00 6.00 240.0003+600. 3+750. 150.00 6.00 900.0003+750. 3+820. 70.00 5.50 385.000

3+820. 3+900. 80.00 5.00 400.0003+900. 4+000. 100.00 5.00 500.000

1,000.00 5,715.000 TOTAL

5,715.000 91,000.00 4


Inicio Trmino % Inicio Trmino h (ml) Material4+000. 4+050. 50.00 5.00 250.000 4+000. 4+500. 3.50 RF4+050. 4+090. 40.00 6.00 240.000 4+500. 5+000. 4.00 RF4+090. 4+180. 90.00 5.50 495.0004+180. 4+220. 40.00 6.50 260.0004+220. 4+270. 50.00 6.50 325.0004+270. 4+310. 40.00 5.00 200.0004+310. 4+400. 90.00 5.00 450.0004+400. 4+460. 60.00 5.00 300.0004+460. 4+550. 90.00 6.00 540.0004+550. 4+640. 90.00 6.00 540.000

4+640. 4+710. 70.00 6.50 455.0004+710. 4+790. 80.00 4.00 320.0004+790. 4+830. 40.00 5.50 220.0004+830. 4+890. 60.00 4.00 240.0004+890. 4+950. 60.00 6.50 390.0004+950. 5+000. 50.00 5.50 275.000

1,000.00 5,500.000 TOTAL

5,500.000 21,000.00 2


Inicio Trmino % Inicio Trmino h (ml) Material

5+000. 5+070. 70.00 2.64 184.800 5+000. 5+500. 3.75 MS5+070. 5+110. 40.00 2.10 84.000 5+500. 6+000. 4.85 MS5+110. 5+160. 50.00 7.80 390.0005+160. 5+190. 30.00 1.27 38.1005+190. 5+220. 30.00 3.73 111.9005+220. 5+250. 30.00 3.27 98.1005+250. 5+340. 90.00 1.33 119.7005+340. 5+410. 70.00 2.93 205.1005+410. 5+480. 70.00 0.27 18.9005+480. 5+540. 60.00 0.47 28.2005+540. 5+660. 120.00 2.75 330.0005+660. 5+800. 140.00 4.16 582.4005+800. 5+860. 60.00 4.03 241.8005+860. 5+940. 80.00 4.19 335.2005+940. 6+000. 60.00 1.23 73.800

1,000.00 2,842.000 TOTAL

2,842.000 61,000.00 2


IET = = 2.25

Progresiva

Progresiva

Pend. = = 5.72

=Pend. = =

%

5.50

Progresiva Long.

%

Pend.xLong.


1.00

IET = = 3.00

Progresiva

IET =

%Pend. = = 2.84


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Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0


Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0


Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0

ProgresivaPend.xLong.

= #DIV/0!

Progresiva Long.

Progresiva

#DIV/0!

IET = = #DIV/0!

Progresiva

IET = =

Pend. = = #DIV/0!


Pend. = %

#DIV/0!

Progresiva Long.

%

Pend.xLong.

%

#DIV/0!IET = =Pend. = =


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Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0


Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0


Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0

IET = = #DIV/0!

ProgresivaPend.xLong.

Progresiva Long.

Pend. = = #DIV/0!

Progresiva Long.

Pend.xLong.

%

%

Pend.xLong.

=IET =

Progresiva

#DIV/0! #DIV/0!

Progresiva

Pend. = = #DIV/0! IET = =

Progresiva Long.

#DIV/0!

%Pend. = =


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Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0


Inicio Trmino % Inicio Trmino h (ml) Material0.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.0000.00 0.0000.00 0.0000.00 0.000

0.00 0.000 TOTAL

0.000 00.00 0

#DIV/0!

ProgresivaLong.

#DIV/0!

Pend.xLong.Progresiva

IET = = #DIV/0!

Progresiva

IET = =

Pend. = = #DIV/0!

%

Progresiva Long. Pend.xLong.

Pend. =

%

=


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INDICE DE PRECIPITACION ANUAL (IPLU)


PrecipitBadn Alcant. Ptes Pontones Tajeas Total (mm/ao)

0 - 1 - - 0 1 0 - 1 89 7 21 - 2 - - 0 1 1 - 2 89 7 22 - 3 2 3 5 3 2 - 3 89 7 23 - 4 3 - 3 2 3 - 4 89 7 24 - 5 1 - 1 1 4 - 5 89 7 25 - 6 0 1 5 - 6 16 - 7 0 1 6 - 7 17 - 8 0 1 7 - 8 18 - 9 0 1 8 - 9 1

9 - 10 0 1 9 - 10 110 - 11 0 1 10 - 11 111 - 12 0 1 11 - 12 112 - 13 0 1 12 - 13 113 - 14 0 1 13 - 14 1

6 3 0 0 0 9

KM

INDICE DE OBRAS DE DRENAJE (IOD)

KM IPLUTIPO DE OBRA DE DRENAJE

IOD

Formato elaborado por Luis N. Bazn NavedaImpreso: 1/18/2014 Pgina 7 de 16


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KM ANCHO PROMEDIO (m) FCA

0 - 1 4.900 21 - 2 4.500 12 - 3 4.500 13 - 4 4.500 14 - 5 4.500 15 - 6 16 - 7 17 - 8 18 - 9 1

9 - 10 110 - 11 111 - 12 112 - 13 1

13 - 14 1

FACTOR DE CALZADA (FCA)



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CALCULO DEL FACTOR DE VEGETACION (FVE)


KM Area de Roce (Ha/Km) FVE0 - 1 1.20 21 - 2 1.80 32 - 3 1.80 33 - 4 1.80 34 - 5 1.20 25 - 6 16 - 7 17 - 8 18 - 9 1

9 - 10 110 - 11 1

11 - 12 112 - 13 113 - 14 1



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TRAMO : Pilluana- Tres UnidosLONG.: 14 KM PROV.: SAN MARTIN

Est. Talud

67%KM % IPL IET # O.D. IOD (mm-ao) IPLU

0 - 1 1 9.02 3 2.00 2.33 2.00 0 1 897 2 1.71 - 2 1 5.83 2 1.67 1.78 2.00 0 1 897 2 1.72 - 3 1 2.42 1 1.00 1.00 1.00 5 3 897 2 2.33 - 4 1 5.72 2 2.25 2.17 2.00 3 2 897 2 2.0

4 - 5 1 5.50 2 1.00 1.33 1.00 1 1 897 2 1.75 - 6 1 2.84 1 3.00 2.34 2.00 0 1 0 1 1.06 - 7 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.07 - 8 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.08 - 9 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.09 - 10 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.0

10 - 11 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.011 - 12 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.012 - 13 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.013 - 14 1 ##### ##### #DIV/0! #DIV/0! #DIV/0! 0 1 0 1 1.0

TOTAL 14 KM

PENDIENTE PONDERADA FACTOR DE ESTABILIDAD DE TALUDES Alt.

Mat.1 M.S. 1 32 R.S 1 33 R.F 1 1

FACTOR N OBRAS DE ARTE FACTOR DE PRECIPITACION PLUVIAL

1 1

2 23 3

FCA FVE1 12 2

3

DETERMINACION DE LOS TIPOS DE CAMINO EN EL TR

Hasta 2

Entre 2 y 4Mayor de 4

CRITERIOS (IPLU)

IPLU

Hasta 600mm

Hasta 1,200 mmMayor de 1,200 mm

CRITERIOS (IOD)

IOD

CRITERIOS (IET)

IPL

> 6%21

>

C LCULO DE L TIPOLOGI

KILOMETRAJELONG

EXPRESION

> 1.5

> 7 m

VAL = 3% =< 6% =< 3%

PonderadaPendiente

CRITERIOS (IPL)

4.5.m.


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ERENCIAL DE TRANSPORTE RURAL

: TARAPOTOSAN MARTIN

NIVEL

DE

SERVICIO

2 1.20 2 2.00 II B1 1.80 3 2.05 III B1 1.80 3 1.70 II B1 1.80 3 2.05 III B1 1.20 2 1.55 II B1 0.00 1 1.35 I B1 0.00 1 ##### ##### B1 0.00 1 ##### ##### B1 0.00 1 ##### ##### B1 0.00 1 ##### ##### B1 0.00 1 ##### ##### B1 0.00 1 ##### ##### B1 0.00 1 ##### ##### B1 0.00 1 ##### ##### B

FRE123

FDR123

ALOR= 1.5

.5 2.5

TIPOLOGIA

VALOR TIPO

VEGETACION

ALOR= 1.5

.5 2.5

Abundante


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LIBRETA DE CAMPO

TRAMO C.V. : Pilluana Tres Unidos

LONGITUD : 14 km.

PARA EL C ALCUL O DE LA PEN DIEN T E PR OMED IO

INICIO TERMINO PENDIENTE(%)

0+000. 0+100. 2.500+100. 0+140. 1.800+140. 0+500. 13.000+500. 0+592. 12.000+592. 0+650. 14.000+650. 1+000. 6.001+000. 1+050. 5.601+050. 1+600. 5.801+600. 1+800. 6.201+800. 2+000. 5.602+000. 2+200. 1.502+200. 2+600. 2.502+600. 3+000. 2.803+000. 3+150. 5.003+150. 3+250. 5.503+250. 3+300. 6.003+300. 3+560. 6.503+560. 3+600. 6.003+600. 3+750. 6.003+750. 3+820. 5.503+820. 3+900. 5.003+900. 4+000. 5.004+000. 4+050. 5.00

4+050. 4+090. 6.004+090. 4+180. 5.504+180. 4+220. 6.504+220. 4+270. 6.504+270. 4+310. 5.004+310. 4+400. 5.004+400. 4+460. 5.004+460. 4+550. 6.004+550. 4+640. 6.004+640. 4+710. 6.504+710. 4+790. 4.004+790. 4+830. 5.504+830. 4+890. 4.004+890. 4+950. 6.504+950. 5+000. 5.50

5+000. 5+070. 2.645+070. 5+110. 2.105+110. 5+160. 7.805+160. 5+190. 1.275+190. 5+220. 3.735+220. 5+250. 3.275+250. 5+340. 1.335+340. 5+410. 2.935+410. 5+480. 0.275+480. 5+540. 0.475+540. 5+660. 2.755+660. 5+800. 4.16



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5+800. 5+860. 4.035+860. 5+940. 4.195+940. 6+000. 1.236+000. 6+120. 4.186+120. 6+160. 7.656+160. 6+210. 2.04

6+210. 6+300. 4.476+300. 6+380. 2.256+380. 6+480. 5.266+480. 6+560. 4.416+560. 6+640. 3.956+640. 6+730. 6.296+730. 6+790. 1.476+790. 6+860. 4.506+860. 6+890. 2.676+890. 6+940. 7.426+940. 7+000. 4.507+000. 7+030. 2.307+030. 7+120. 4.227+120. 7+160. 4.407+160. 7+230. 7.96

7+230. 7+280. 5.087+280. 7+370. 6.607+370. 7+410. 6.177+410. 7+470. 8.227+470. 7+540. 2.797+540. 7+600. 5.827+600. 7+640. 3.727+640. 7+760. 4.727+760. 7+840. 3.747+840. 7+900. 3.087+900. 8+000. 2.328+000. 8+060. 4.758+060. 8+100. 0.708+100. 8+140. 1.158+140. 8+210. 3.31

8+210. 8+370. 4.388+370. 8+430. 1.628+430. 8+470. 7.658+470. 8+500. 5.908+500. 8+560. 2.478+560. 8+640. 4.208+640. 8+760. 2.638+760. 8+880. 1.498+880. 8+960. 4.418+960. 9+000. 2.089+000. 9+030. 2.209+030. 9+130. 5.019+130. 9+250. 4.799+250. 9+310. 5.329+310. 9+360. 10.029+360. 9+430. 1.069+430. 9+530. 5.449+530. 9+630. 6.509+630. 9+710. 4.859+710. 9+810. 4.179+810. 9+860. 5.769+860. 9+900. 9.059+900. 9+960. 3.409+960. 10+000. 6.95

10+000. 10+050. 6.1210+050. 10+100. 7.2410+100. 10+150. 5.76



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10+150. 10+200. 1.3010+200. 10+290. 2.7910+290. 10+370. 5.9110+370. 10+480. 6.6110+480. 10+540. 6.8010+540. 10+600. 5.37

10+600. 10+680. 6.3810+680. 10+800. 4.5710+800. 10+870. 5.5710+870. 10+940. 6.7910+940. 11+000. 7.7311+000. 11+160. 5.5111+160. 11+250. 4.6111+250. 11+290. 5.5711+290. 11+380. 1.2411+380. 11+430. 0.1811+430. 11+530. 2.7911+530. 11+610. 6.2611+610. 11+660. 0.9411+660. 11+690. 1.8711+690. 11+720. 4.63

11+720. 11+800. 1.0411+800. 11+880. 3.1411+880. 12+000. 2.7612+000. 12+060. 1.6812+060. 12+110. 2.2212+110. 12+160. 2.6012+160. 12+210. 3.1612+210. 12+250. 1.6312+250. 12+290. 3.2512+290. 12+350. 0.6312+350. 12+410. 0.1512+410. 12+500. 3.5612+500. 12+530. 4.3012+530. 12+600. 0.7612+600. 12+640. 4.1712+640. 12+760. 1.2312+760. 12+840. 0.3412+840. 12+980. 2.4612+980. 13+000. 3.5013+000. 13+040. 1.3813+040. 13+240. 1.6313+240. 13+270. 0.0313+270. 13+300. 1.2313+300. 13+340. 6.2813+340. 13+380. 4.7313+380. 13+500. 0.3113+500. 13+600. 1.8613+600. 13+660. 0.6213+660. 13+720. 3.4013+720. 13+760. 1.5013+760. 13+820. 1.3813+820. 13+920. 4.2713+920. 13+960. 0.7213+960. 14+000. 3.25

PARA EL CA LCULO DE INDICE DE ESTABILIDAD DE TALUDES

Talud Tipo deInicio Trmino h (ml) Material

0+000. 0+350. 4.00 RS0+350. 0+600. 6.00 RF

Progresiva



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0+600. 1+000. 5.50 MS1+000. 1+300. 5.00 RF1+300. 1+600. 6.00 RS1+600. 2+000. 5.50 RS2+000. 2+500. 7.50 RF2+500. 3+000. 6.00 RF

3+000. 3+250. 7.00 RS3+250. 3+500. 6.00 RS3+500. 3+750. 5.50 RS3+750. 4+000. 6.00 RS4+000. 4+500. 3.50 RF4+500. 5+000. 4.00 RF5+000. 5+500. 3.75 MS5+500. 6+000. 4.85 MS6+000. 6+450. 4.00 MS6+450. 6+900. 4.50 MS6+900. 7+000. 5.50 RF7+000. 7+300. 3.80 MS7+300. 7+600. 4.50 RF7+600. 8+000. 4.00 RF8+000. 8+500. 0.90 MS8+250. 8+500. 3.80 MS8+500. 9+000. 0.67 MS9+000. 9+250. 2.47 MS9+250. 9+500. 3.50 MS9+500. 10+000. 3.50 MS

10+000. 10+250. 2.40 MS10+250. 10+650. 3.50 MS10+650. 11+000. 4.00 RF11+000. 11+250. 0.75 RS11+250. 11+800. 4.81 RS11+800. 12+000. 0.72 RS12+000. 12+340. 2.75 RS12+340. 12+600. 6.40 RS12+600. 13+000. 2.26 RS13+000. 13+300. 4.00 MS13+300. 13+600. 4.50 MS13+600. 14+000. 5.00 MS

PROGRESIVA B A DEN A L CA NTA RIL L A PRECIPITA CION

0 - 1 - -1 - 2 - -2 - 3 2 33 - 4 3 -4 - 5 1 -5 - 6 1 -6 - 7 2 - 89 7 7 - 8 1 18 - 9 1 -

9 - 10 2 -10 - 11 3 -11 - 12 2 -12 - 13 1 -13 - 14 4 1

KM ANCHO PROMEDIO (m) Area de Roce (Ha/Km)0 - 1 4.900 1.201 - 2 4.500 1.802 - 3 4.500 1.803 - 4 4.500 1.804 - 5 4.500 1.205 - 6 4.500 1.20



16/16

6 - 7 4.500 1.807 - 8 4.500 1.808 - 9 4.500 1.80

9 - 10 4.600 1.8010 - 11 4.900 1.20

11 - 12 4.600 1.2012 - 13 5.500 1.8013 - 14 5.500 1.20

Documents

Calculo de Tipologia (H-c-01)