Estudio Definitivo de Caminos

Determinacin de coordenadas de los puntos Ay B

ESCALA = 1 1 m -2000 x -x =

COORDENADAS DE LAS CUADRICULASPARA EL PUNTO A PARA EL PUNTO B

ESTE (m) NORTE (m) ESTE (m) NORTE (m)626000 9245400 626600 9245500

PUNTO A

ESTE NORTEcm m cm5 100 5

2.7 x 3.4x= 54 x=

PUNTO B

ESTE NORTEcm m cm5 100 5

2.8 x 1.6x= 56 x=

PUNTO ESTECUADRICULA DISTANCIA X COOR. ESTE (m)A 626000 54 626054B 626600 56 626656

CUADRO RESUMEN

PUNTO COORDENADAS COTA (msnm)ESTE (m) NORTE (m)A 626054 9245468 3182.000B 626656 9245532 3227.300

Determinacin de coordenadas de los puntos Ay B0.05 cm

5 cm100 m

PUNTO A

NORTEm

100x

68

PUNTO B

NORTEm

100x

32

NORTECUADRICULA DISTANCIA X COOR. NORTE (m)

9245400 68 92454689245500 32 9245532

CALCULO DEL AZIMUT

L (cm) A (cm) A/2 RADIANES2*arcosen((A/2)/L)10 16 8 1.854590436

CALCULO DE LOS ANGULOS DE DEFLEXIN (I)

L (cm) A (cm) A/2 RADIANES2*arcosen((A/2)/L)10 4.7 2.35 0.474437136210 14.8 7.4 1.666140716710 10.8 5.4 1.140874218810 12.2 6.1 1.3121211818

DISTANCIA ENTRE PIs

Lado Longitud medida (cm)

A - PI1 5.6PI1 - PI2 10PI2 - PI3 17.6PI3 - PI4 12.5PI4 - B 11

TOTAL 56.7

CALCULO DEL AZIMUT

GRADOS "106.26020471 196 15 36.74

CALCULO DE LOS ANGULOS DE DEFLEXIN (I)

GRADOS "27.183245548 27 10 59.6895.462831141 95 27 46.1965.367277693 65 22 2.2075.17900593 75 10 44.42

DISTANCIA ENTRE PIs

Dist (m) Esc. 1,/20001m 0.05 cm112200352250220

1134

POLIGONAL POR DEFLEXIONES CALCULO DE LAS COORDENADAS DE LOS PIs

ESTENORTE

PRIMER AZIMUT 196 15 36.74

PI Lado Dist ANGULOGrad Min Seg GRAD

AA - PI1 112

PI1 27 10 59.68 27.183PI1 - PI2 200

PI2 95 27 46.19 95.463PI2 - PI3 352

PI3 65 22 02.20 65.367PI3 - PI4 250

PI4 75 10 44.42 75.179PI4 - B 220

BTOTAL 1134

CALCULO DE LOS ELEMENTOS DE CURVA

Curva NANGULO

grad min seg GRAD01 27 10 59.68 27.18302 95 27 46.19 95.46303 65 22 02.20 65.36704 75 10 44.42 75.179

CALCULO DE LAS COORDENADAS DE LOS PC y PT

Curva TangenteAZIMUT

Grad Min Seg

1

36.266 376 15' 04''

36.266 169 04' 04''

2

49.509 349 04' 04''

49.509 73 36' 18''

3

49.402 253 36' 18''

49.402 08 14' 16''

4

59.276 188 14' 16''

59.276 83 24' 60''

CALCULO DE PROGRESIVAS

Punto Elemento DistanciaA 0.000

A - PI1 112.000PI1 112.000

T1 36.266PC1 75.734

LC1 71.166PT1 146.900

PI1 - PI2 200.000T1 36.266

163.734PI2 310.634

T2 49.509PC2 261.125

LC2 74.976PT2 336.102

PI2 - PI3 352.000T2 49.509

302.491PI3 638.593

T3 49.402PC3 589.191

LC3 87.847

PT3 677.038PI3 - PI4 250.000

T3 49.402200.598

PI4 877.636T4 59.276

PC4 818.361LC4 101.033

PT4 919.394PI4 - B 220.000

T4 59.276160.724

B 1080.118

xA = 0.000PC1 = 75.734PT1 = 146.900PC2 = 261.125PT2 = 336.102PC3 = 589.191PT3 = 677.038PC4 = 818.361PT4 = 919.394B = 1080.118

ESCALA PARA ALINEAMIENTOA = 0.0 cmPC1 = 3.8 cmPT1 = 7.3 cmPC2 = 13.1 cmPT2 = 16.8 cmPC3 = 29.5 cmPT3 = 33.9 cmPC4 = 40.9 cmPT4 = 46.0 cmB = 54.0 cm


COORDENADAS MEDIDAS (m)PUNTO A PUNTO B

626,054.000 626,656.0009,245,468.000 9,245,532.000

ANGULO AZIMUT PROYECCIONESSent Grad Min Seg GRAD RAD Este

196 15 36.74 196.251 3.425 -31.343I

169 04' 03'' 169.068 2.951 37.930I

73 36' 17'' 73.605 1.285 337.687i

08 14' 15'' 08.238 0.144 35.820D

83 24' 59'' 83.417 1.456 218.549

COOR. CALCULADASESTE

626,652.643

COOR. MEDIDASESTE

626,656.000


ANGULO R T Lc C ERAD S (m) (m) (m) (m) (m)

0.4744 I 150 36.266 71.166 70.500 4.3221.6661 D 45 49.509 74.976 66.600 21.9041.1409 D 77 49.402 87.847 83.160 14.4851.3121 I 77 59.276 101.033 93.940 20.173


AZIMUT PROYECCIONESPunto

COORDENADAS

GRAD RAD Este Norte ESTE

376.251 6.567 10.149 34.817 PC1 626,033.138

PI1 626,022.989

169.068 2.951 6.878 -35.607 PT1 626,029.867

349.068 6.092 -9.389 48.610 PC2 626,052.121

PI2 626,061.510

73.605 1.285 47.496 13.974 PT2 626,109.006

253.605 4.426 -47.393 -13.944 PC3 626,352.846

PI3 626,400.240

8.238 0.144 7.078 48.892 PT3 626,407.318

188.238 3.285 -8.493 -58.664 PC4 626,428.306

PI4 626,436.799

83.417 1.456 58.885 6.796 PT4 626,495.684

CALCULO DE PROGRESIVAS

Progresiva

Km 00 + 00 + 00.00

Km 00 + 24 + -128.000

Km 00 + 7 + 5.734

Km 00 + 30 + -153.100

Km 00 + 54 + -229.366

Km 00 + 48 + -218.875

Km 00 + 56 + -223.898

Km 00 + 84 + -201.407

Km 00 + 78 + -190.809

Km 00 + 86 + -182.962

Km 0 + 00 + -122.364

Km 00 + 81 + 8.361

Km 0 + 00 + -80.606

Km 0 + 08 + 0.118

y autocad0 0,0

-10 757.34395167985,-10-10 1468.99965596316,-1010 2611.25499729584,1010 3361.01831980332,1010 5891.90893890179,1010 6770.38208737767,10

-10 8183.60619039181,-10-10 9193.93950041619,-10

0 10801.1843739847,0

1M 0.05 CM


PROYECCIONES COORDENADAS CORRECCINNorte ESTE NORTE ESTE NORTE

626,054.000 9,245,468.000-107.525 0.3315 -0.4052

626,022.657 9,245,360.475-196.370 0.5920 -0.7236

626,060.587 9,245,164.10599.355 1.0420 -1.2736

626,398.274 9,245,263.460247.421 0.7401 -0.9045

626,434.094 9,245,510.88025.223 0.6513 -0.7960

626,652.643 9,245,536.1033.357 -4.103

COOR. CALCULADAS ERRORNORTE ESTE NORTE

9,245,536.103 -3.357 4.103

COOR. MEDIDASNORTE

9,245,532.000


F(m)

4.20114.73312.19215.985


COORDENADAS

NORTE

9,245,394.886

9,245,360.070

9,245,324.462

9,245,211.586

9,245,162.976

9,245,176.950

9,245,247.113

9,245,261.057

9,245,309.950

9,245,448.909

9,245,507.573

9,245,514.369


PROY. COMPENSADAS COOR. COMPENSADASESTE NORTE ESTE NORTE

626,054.000 9,245,468.000 -31.01 -107.93

626,022.989 9,245,360.070 38.52 -197.09

626,061.510 9,245,162.976 338.73 98.08

626,400.240 9,245,261.057 36.56 246.52

626,436.799 9,245,507.573 219.20 24.43

626,656.000 9,245,532.000

CALCULO DE LOS RADIOS

T (m) Igrad min seg GRAD36.5 27 10 59.68 27.18350 95 27 46.19 95.46350 65 22 2.20 65.36760 75 10 44.42 75.179


VD Curva NANGULO

grad min seg GRAD40 01 27 10 59.68 27.18340 02 95 27 46.19 95.46330 03 65 22 02.20 65.36730 04 75 10 44.42 75.179

CALCULO DE LOS RADIOS

I I/2 Tg(I/2) R=(T/tg(I/2)) RADIO (m) RADIO(cm)RAD0.4744 0.237219 0.24177 150.969 150 7.51.6661 0.83307 1.1002 45.446 45 2.251.1409 0.570437 0.64159 77.932 77 3.851.3121 0.656061 0.76981 77.941 77 3.85


ANGULO R T Lc C ERAD S (m) (m) (m) (m) (m)

0.4744 I 150 36.266 71.166 70.500 4.3221.6661 D 45 49.509 74.976 66.600 21.9041.1409 D 77 49.402 87.847 83.160 14.4851.3121 I 77 59.276 101.033 93.940 20.173

VD ALTURA POR BOMBEO ALTURA POR PERALTEKM/H40 0.066 0.15440 0.066 0.51530 0.066 0.16930 0.066 0.169

ALTURA POR BOMBEO = 6.62

ALTURA POR PERALTE = 6.62

TIPO DE VEHCULO DE DISEO =LONGITUD ENETRE EJES (m) =

PERALTE MAXIMO (%) =

ELEMENTOS DE CURVA EN CENTMETROS

Curva N R T Lc C E(cm) (cm) (cm) (cm) (cm)

01 7.5 1.8 3.6 3.5 0.2

02 2.3 2.5 3.7 3.3 1.103 3.9 2.5 4.4 4.2 0.704 3.9 3.0 5.1 4.7 1.0

CUADRO DE CURVA EN S

PI3-PI4 SUMA DE Ts L Lmins10 5.43 91.32 42

OK

CALCULO DE LOS ELEMENTOS DE CURVAsecciones

F P Lrp SA(m) % (m) (m) m

4.201 4.68 31.484 0.653443 0.6514.733 15.59 82.946 1.691842 1.6912.192 5.13 33.596 0.979566 0.9815.985 5.13 33.596 0.979566 0.98

2% PERALTE P6% 0.007

Peralte

T2S17

12%

ELEMENTOS DE CURVA EN CENTMETROS

F(cm)0.2

0.70.60.8

secciones

cm0.30.80.50.5

COTAS TERRENO

NESTACAS SEGMENTO h eCADA 20m a b c

0 0.00 - - - - -1 20.00 0.30 0.15 0.15 2.000 42 40.00 0.30 0.00 0.30 0.000 43 60.00 0.15 0.05 0.10 1.333 44 80.00 0.15 0.05 0.10 1.333 45 100.00 0.10 0.00 0.10 0.000 46 120.00 3.03 0.30 2.73 0.396 47 140.00 0.25 0.10 0.15 1.600 48 160.00 0.30 0.00 0.30 0.000 49 180.00 0.20 0.00 0.20 0.000 410 200.00 0.20 0.10 0.10 2.000 411 220.00 0.40 0.25 0.15 2.500 412 240.00 0.60 0.10 0.50 0.667 413 260.00 0.20 0.00 0.20 0.000 414 280.00 0.25 0.00 0.25 0.000 415 300.00 0.40 0.20 0.20 2.000 416 320.00 0.30 0.10 0.20 1.333 417 340.00 0.20 0.10 0.10 2.000 418 360.00 0.30 0.20 0.10 2.667 419 380.00 0.25 0.20 0.05 3.200 420 400.00 0.20 0.10 0.10 2.000 421 420.00 0.25 0.10 0.15 1.600 422 440.00 0.30 0.00 0.30 0.000 423 460.00 0.30 0.15 0.15 2.000 424 480.00 0.23 0.01 0.23 0.087 425 500.00 0.25 0.10 0.15 1.600 426 520.00 0.35 0.10 0.25 1.143 427 540.00 0.20 0.10 0.10 2.000 428 560.00 0.31 0.01 0.30 0.129 429 580.00 0.20 0.00 0.20 0.000 430 600.00 0.28 0.05 0.23 0.714 431 620.00 0.28 0.00 0.28 0.000 432 640.00 0.10 0.05 0.05 2.000 433 660.00 0.20 0.00 0.20 0.000 434 680.00 0.10 0.00 0.10 0.000 435 700.00 0.30 0.20 0.10 2.667 436 720.00 0.25 0.20 0.05 3.200 437 740.00 0.15 0.10 0.05 2.667 438 760.00 0.30 0.19 0.11 2.533 439 780.00 0.28 0.18 0.10 2.571 4

40 800.00 0.25 0.05 0.20 0.800 441 820.00 0.23 0.10 0.13 1.739 442 840.00 0.23 0.10 0.13 1.739 443 860.00 0.40 0.35 0.05 3.500 444 880.00 0.25 0.05 0.20 0.800 445 900.00 0.30 0.25 0.05 3.333 446 920.00 0.25 0.00 0.25 0.000 447 940.00 0.20 0.10 0.10 2.000 448 960.00 0.25 0.00 0.25 0.000 449 980.00 0.25 0.00 0.25 0.000 450 1000.00 0.34 0.09 0.25 1.059 4

COTA CURVA COTA cota estaca cota estacaSUPERIOR INFERIOR ESTACA 1 decimales 2 decimal

- - 3244.000 3244.0 3244.003244.00 3240.00 3242.000 3242.0 3242.003242.00 3238.00 3242.000 3242.0 3242.003240.00 3236.00 3238.667 3238.7 3238.673240.00 3236.00 3238.667 3238.7 3238.673240.00 3236.00 3240.000 3240.0 3240.003242.00 3238.00 3241.604 3241.6 3241.603244.00 3240.00 3242.400 3242.4 3242.403242.00 3238.00 3242.000 3242.0 3242.003240.00 3236.00 3240.000 3240.0 3240.003234.00 3230.00 3232.000 3232.0 3232.003236.00 3232.00 3233.500 3233.5 3233.503240.00 3236.00 3239.333 3239.3 3239.333236.00 3232.00 3236.000 3236.0 3236.003240.00 3236.00 3240.000 3240.0 3240.003236.00 3232.00 3234.000 3234.0 3234.003232.00 3228.00 3230.667 3230.7 3230.673230.00 3226.00 3228.000 3228.0 3228.003228.00 3224.00 3225.333 3225.3 3225.333226.00 3222.00 3222.800 3222.8 3222.803224.00 3220.00 3222.000 3222.0 3222.003222.00 3218.00 3220.400 3220.4 3220.403220.00 3216.00 3220.000 3220.0 3220.003220.00 3216.00 3218.000 3218.0 3218.003220.00 3216.00 3219.913 3219.9 3219.913218.00 3214.00 3216.400 3216.4 3216.403214.00 3210.00 3212.857 3212.9 3212.863210.00 3206.00 3208.000 3208.0 3208.003208.00 3204.00 3207.871 3207.9 3207.873210.00 3206.00 3210.000 3210.0 3210.003220.00 3216.00 3219.286 3219.3 3219.293221.00 3217.00 3221.000 3221.0 3221.003220.00 3216.00 3218.000 3218.0 3218.003216.00 3212.00 3216.000 3216.0 3216.003212.00 3208.00 3212.000 3212.0 3212.003206.00 3202.00 3203.333 3203.3 3203.333202.00 3198.00 3198.800 3198.8 3198.803198.00 3194.00 3195.333 3195.3 3195.333196.00 3192.00 3193.467 3193.5 3193.473196.00 3192.00 3193.429 3193.4 3193.43

3196.00 3192.00 3195.200 3195.2 3195.203198.00 3194.00 3196.261 3196.3 3196.263198.00 3194.00 3196.261 3196.3 3196.263196.00 3192.00 3192.500 3192.5 3192.503190.00 3186.00 3189.200 3189.2 3189.203198.00 3194.00 3194.667 3194.7 3194.673198.00 3194.00 3198.000 3198.0 3198.003202.00 3198.00 3200.000 3200.0 3200.003200.00 3196.00 3200.000 3200.0 3200.003194.00 3190.00 3194.000 3194.0 3194.003192.00 3188.00 3190.941 3190.9 3190.94

max 3244.000min 3189.200

AUTOCAD

0,3244020,3242040,3242060,32386.666666666780,32386.6666666667100,32400120,32416.0396039604140,32424160,32420180,32400200,32320220,32335240,32393.3333333333260,32360280,32400300,32340320,32306.6666666667340,32280360,32253.3333333333380,32228400,32220420,32204440,32200460,32180480,32199.1304347826500,32164520,32128.5714285714540,32080560,32078.7096774194580,32100600,32192.8571428571620,32210640,32180660,32160680,32120700,32033.3333333333720,31988740,31953.3333333333760,31934.6666666667780,31934.2857142857

800,31952820,31962.6086956522840,31962.6086956522860,31925880,31892900,31946.6666666667920,31980940,32000960,32000980,319401000,31909.4117647059

CALCULO DE PENDIENTES DE SUB RASANTE

CALCULO DE LAS COTAS DE SUBRASANTE SIN CURVAS VERTICALES

LONGITUD DE TRAMO

ESTACA COTA FINALKm00+00 3189.200Km00+20 3189.200Km00+40 3189.200Km00+60 3189.200Km00+80 3189.200

Km00+100 3189.200Km00+120 3189.200Km00+140 3189.200Km00+160 3189.200Km00+180 3189.200Km00+200 3189.200Km00+220 3189.200Km00+240 3189.200Km00+260 3189.200Km00+280 3189.200Km00+300 3189.200Km00+320 3189.200Km00+340 3189.200Km00+360 3189.200Km00+380 3189.200Km00+400 3189.200Km00+420 3189.200Km00+440 3189.200Km00+460 3189.200Km00+480 3189.200Km00+500 3189.200Km00+520 3189.200Km00+540 3189.200Km00+560 3189.200Km00+580 3189.200Km00+600 3189.200Km00+620 3189.200Km00+640 3189.200Km00+660 3189.200Km00+680 3189.200Km00+700 3189.200Km00+720 3189.200

Km00+740 3189.200Km00+760 3189.200Km00+780 3189.200Km00+800 3189.200Km00+820 3189.200Km00+840 3189.200Km00+860 3189.200Km00+880 3189.200Km00+900 3189.200Km00+920 3189.200Km00+940 3189.200Km00+960 3189.200Km00+980 3189.200Km01+000 3189.200

CALCULO DE PENDIENTES DE SUB RASANTE

CALCULO DE LAS COTAS DE SUBRASANTE SIN CURVAS VERTICALES

1000 PENDIENTE -5.48

COTA INICIAL DIF DE COTAS COTA SUBRAZANTE DISTANCIA3244.000 -54.800 0.003244.000 -54.800 20.003244.000 -54.800 40.003244.000 -54.800 60.003244.000 -54.800 80.003244.000 -54.800 100.003244.000 -54.800 120.003244.000 -54.800 140.003244.000 -54.800 160.003244.000 -54.800 180.003244.000 -54.800 200.003244.000 -54.800 220.003244.000 -54.800 240.003244.000 -54.800 260.003244.000 -54.800 280.003244.000 -54.800 300.003244.000 -54.800 320.003244.000 -54.800 340.003244.000 -54.800 360.003244.000 -54.800 380.003244.000 -54.800 400.003244.000 -54.800 420.003244.000 -54.800 440.003244.000 -54.800 460.003244.000 -54.800 480.003244.000 -54.800 500.003244.000 -54.800 520.003244.000 -54.800 540.003244.000 -54.800 560.003244.000 -54.800 580.003244.000 -54.800 600.003244.000 -54.800 620.003244.000 -54.800 640.003244.000 -54.800 660.003244.000 -54.800 680.003244.000 -54.800 700.003244.000 -54.800 720.00

3244.000 -54.800 740.003244.000 -54.800 760.003244.000 -54.800 780.003244.000 -54.800 800.003244.000 -54.800 820.003244.000 -54.800 840.003244.000 -54.800 860.003244.000 -54.800 880.003244.000 -54.800 900.003244.000 -54.800 920.003244.000 -54.800 940.003244.000 -54.800 960.003244.000 -54.800 980.003244.000 -54.800 1000.00

ALTURAS DE CORTE Y RELLENO PARA PERFIL

ESTACA TERRENO SUBRASANTE ALTURA DE ALTURA DECORTE C0 3244.000 3244.000 0.000 0.000

20 3242.000 3242.904 -0.90440 3242.000 3241.808 0.19260 3238.667 3240.712 -2.04580 3238.667 3239.616 -0.949

100 3240.000 3238.520 1.480120 3241.604 3237.424 4.180 -4.180140 3242.400 3236.328 6.072 -6.072160 3242.000 3235.232 6.768180 3240.000 3234.136 5.864200 3232.000 3233.040 -1.040220 3233.500 3231.944 1.556240 3239.333 3230.848 8.485260 3236.000 3229.752 6.248280 3240.000 3228.656 11.344300 3234.000 3227.560 6.440320 3230.667 3226.464 4.203340 3228.000 3225.368 2.632360 3225.333 3224.272 1.061380 3222.800 3223.176 0.376400 3222.000 3222.080 0.080420 3220.400 3220.984 0.584440 3220.000 3219.888 0.112460 3218.000 3218.792 -0.792480 3219.913 3217.696 2.217500 3216.400 3216.600 -0.200520 3212.857 3215.504 -2.647540 3208.000 3214.408 6.408560 3207.871 3213.312 -5.441580 3210.000 3212.216 -2.216600 3219.286 3211.120 8.166620 3221.000 3210.024 10.976640 3218.000 3208.928 9.072660 3216.000 3207.832 8.168680 3212.000 3206.736 5.264700 3203.333 3205.640 -2.307720 3198.800 3204.544 -5.744740 3195.333 3203.448 -8.115760 3193.467 3202.352 -8.885780 3193.429 3201.256 -7.827800 3195.200 3200.160 -4.960820 3196.261 3199.064 2.803840 3196.261 3197.968 -1.707860 3192.500 3196.872 -4.372880 3189.200 3195.776 -6.576900 3194.667 3194.680 -0.013920 3198.000 3193.584 4.416940 3200.000 3192.488 7.512960 3200.000 3191.392 8.608980 3194.000 3190.296 3.7041000 3190.941 3189.200 1.741

ESTACADO COTAS DEN

IZQUIERDA (cm)ESTACA EN Dist.TERRENO Cota

1 1.700 3244.000 3258.00

2 1.7020 3242.000 3196.00

3 1.5040 3242.000 3196.00

4 1.7060 3238.667 3198.00

5 1.7080 3238.667 3252.67

6 1.60100 3240.000 3196.00

7 1.30120 3241.604 3252.67

8 1.50140 3242.400 3256.40

9 1.90160 3242.000 3202.00

10 2.30180 3240.000 3254.00

11 1.00200 3232.000 3246.00

12 0.60220 3233.500 3210.00

13 0.80240 3239.333 3210.00

14 1.00260 3236.000 3212.00

15 1.10280 3240.000 3214.00

16 1.00300 3234.000 3248.00

17 1.20320 3230.667 3212.00

18 1.20340 3228.000 3210.00

19 1.30360 3225.333 3208.00

20 1.40380 3222.800 3208.00

21 1.50400 3222.000 3208.00

22 1.90420 3220.400 3234.40

23 2.00440 3220.000 3212.00

24 2.00460 3218.000 3214.00

25 2.30480 3219.913 3216.00

26 2.20500 3216.400 3220.00

27 1.50520 3212.857 3220.00

28 1.80540 3208.000 3220.00

29 -560 3207.871 3220.00

30 2.70580 3210.000 3228.00

31 1.90600 3219.286 3228.00

32 1.80620 3221.000 3226.00

33 2.00640 3218.000 3228.00

34 2.70660 3216.000 3230.00

35 2.50680 3212.000 3234.00

36 2.20700 3203.333 3232.00

37 1.90720 3198.800 3236.00

38 1.90740 3195.333 3236.00

39 1.70760 3193.467 3234.00

40 1.40780 3193.429 3232.00

41 1.50800 3195.200 3209.20

42 2.00820 3196.261 3222.00

43 1.70840 3196.261 3230.00

44 1.60860 3192.500 3238.00

45 1.40880 3189.200 3242.00

46 -900 3194.667 3244.00

47 -920 3198.000 3242.00

48 -940 3200.000 3244.00

49 -960 3200.000 3246.00

50 -980 3194.000 3236.00

51 2.101000 3190.941 3232.00

IZQUIERDA (cm)Dist. Dist. Dist. Dist. Dist. Dist.Cota Cota Cota Cota Cota Cota

1.50 1.20 1.00 0.80 0.50 0.203256.00 3254.00 3252.00 3250.00 3248.00 3246.00

1.30 1.10 0.90 0.70 0.50 0.103194.00 3192.00 3190.00 3188.00 3186.00 3184.00

1.20 0.90 0.70 0.50 0.30 0.103194.00 3192.00 3190.00 3188.00 3186.00 3184.00

1.40 1.10 0.90 0.70 0.40 0.203196.00 3194.00 3192.00 3190.00 3188.00 3186.00

1.50 1.25 0.90 0.70 0.40 0.203250.67 3248.67 3246.67 3244.67 3242.67 3240.67

1.30 1.05 0.80 0.55 0.30 0.053194.00 3192.00 3190.00 3188.00 3186.00 3184.00

1.10 0.80 0.65 0.40 0.25 0.053250.67 3248.67 3246.67 3244.67 3242.67 3182.00

1.20 0.90 0.70 0.50 0.30 0.153254.40 3252.40 3250.40 3248.40 3246.40 3244.40

1.60 1.30 1.00 0.70 0.40 0.153200.00 3198.00 3196.00 3194.00 3192.00 3190.00

2.00 1.60 1.30 0.90 0.60 0.203252.00 3250.00 3248.00 3246.00 3244.00 3242.00

0.80 0.70 0.50 0.30 0.20 0.103244.00 3242.00 3240.00 3238.00 3236.00 3234.00

0.50 0.40 0.30 0.20 0.10 0.053208.00 3206.00 3204.00 3202.00 3200.00 3198.00

0.70 0.60 0.40 0.30 0.20 0.053208.00 3206.00 3204.00 3202.00 3200.00 3198.00

0.80 0.70 0.50 0.30 0.20 0.013210.00 3208.00 3206.00 3204.00 3202.00 3200.00

0.90 0.70 0.60 0.40 0.20 0.103212.00 3210.00 3208.00 3206.00 3204.00 3202.00

0.90 0.70 0.60 0.40 0.30 0.103246.00 3244.00 3242.00 3240.00 3238.00 3236.00

1.00 0.80 0.70 0.50 0.40 0.203210.00 3208.00 3206.00 3204.00 3202.00 3200.00

1.00 0.80 0.60 0.40 0.20 0.103208.00 3206.00 3204.00 3202.00 3200.00 3198.00

1.00 0.90 0.70 0.50 0.30 0.203206.00 3204.00 3202.00 3200.00 3198.00 3196.00

1.20 1.00 0.80 0.60 0.40 0.303206.00 3204.00 3202.00 3200.00 3198.00 3196.00

1.20 0.90 0.80 0.60 0.40 0.203206.00 3204.00 3202.00 3200.00 3198.00 3196.00

1.60 1.20 0.80 0.60 0.40 0.203232.40 3230.40 3228.40 3226.40 3224.40 3222.40

1.80 1.50 1.10 0.70 0.50 0.203210.00 3208.00 3206.00 3204.00 3202.00 3200.00

1.70 1.50 1.20 0.80 0.40 0.103212.00 3210.00 3208.00 3206.00 3204.00 3202.00

2.10 1.70 1.40 1.10 0.70 0.303214.00 3212.00 3210.00 3208.00 3206.00 3204.00

1.90 1.60 1.20 0.90 0.50 0.203218.00 3216.00 3214.00 3212.00 3210.00 3208.00

1.20 1.00 0.80 0.60 0.40 0.203218.00 3216.00 3214.00 3212.00 3210.00 3208.00

1.40 1.10 0.90 0.60 0.40 0.103218.00 3216.00 3214.00 3212.00 3210.00 3204.00

- - 2.30 1.60 0.70 0.103218.00 3216.00 3214.00 3212.00 3210.00 3208.00

2.40 1.90 1.40 1.10 0.70 0.303226.00 3224.00 3222.00 3220.00 3218.00 3216.00

1.60 1.40 1.20 1.00 0.60 0.403226.00 3224.00 3222.00 3220.00 3218.00 3216.00

1.60 1.40 1.30 1.20 0.90 0.603224.00 3222.00 3220.00 3218.00 3216.00 3214.00

1.70 1.40 1.10 0.90 0.70 0.303226.00 3224.00 3222.00 3220.00 3218.00 3216.00

2.40 2.00 1.60 1.20 0.80 0.403228.00 3226.00 3224.00 3222.00 3220.00 3218.00

2.20 1.90 1.60 1.20 0.60 0.103232.00 3230.00 3228.00 3226.00 3224.00 3222.00

1.80 1.50 1.20 0.80 0.60 0.303230.00 3228.00 3226.00 3224.00 3222.00 3220.00

1.40 1.10 0.70 0.50 0.20 0.053234.00 3232.00 3230.00 3228.00 3226.00 3224.00

1.50 1.00 0.70 0.50 0.20 0.053234.00 3232.00 3230.00 3228.00 3226.00 3224.00

1.30 1.00 0.70 0.50 0.30 0.103232.00 3230.00 3228.00 3226.00 3224.00 3222.00

1.00 0.90 0.70 0.50 0.40 0.203230.00 3228.00 3226.00 3224.00 3222.00 3220.00

1.20 1.00 0.80 0.60 0.40 0.203207.20 3205.20 3203.20 3201.20 3199.20 3197.20

1.60 1.30 0.90 0.70 0.40 0.103220.00 3218.00 3216.00 3214.00 3212.00 3210.00

1.50 1.30 1.10 0.80 0.50 0.103228.00 3226.00 3224.00 3222.00 3220.00 3218.00

1.30 1.00 0.70 0.50 0.30 0.103236.00 3234.00 3232.00 3230.00 3228.00 3226.00

1.20 0.90 0.70 0.50 0.30 0.103240.00 3238.00 3236.00 3234.00 3232.00 3230.00

1.20 0.90 0.70 0.60 0.40 0.203242.00 3240.00 3238.00 3236.00 3234.00 3232.00

1.60 1.00 0.70 0.50 0.30 0.103240.00 3238.00 3236.00 3234.00 3232.00 3230.00

- - 1.40 0.50 0.40 0.203242.00 3240.00 3238.00 3236.00 3234.00 3232.00

- - - - 2.30 0.403244.00 3242.00 3240.00 3238.00 3236.00 3234.00

- 2.10 1.90 1.70 1.40 0.603234.00 3232.00 3230.00 3228.00 3226.00 3224.00

1.80 1.50 1.20 0.80 0.40 0.203230.00 3228.00 3226.00 3224.00 3222.00 3220.00

ESTACADO DERECHA (cm)Kilometraje Dist. Dist. Dist. Dist. Dist.

COTA Cota Cota Cota Cota Cota

km 0+000+00.00 0.30 0.50 0.80 1.10 1.353244.000 3242.00 3240.00 3240.00 3240.00 3240.00

km 0+020+00.00 0.10 0.20 0.50 0.70 1.103242.000 3182.00 3180.00 3178.00 3176.00 3174.00

km 0+040+00.00 0.10 0.40 0.60 0.90 1.203242.000 3182.00 3180.00 3178.00 3176.00 3174.00

km 0+060+00.00 0.20 0.40 0.60 0.80 1.003238.667 3236.67 3234.67 3232.67 3230.67 3228.67

km 0+080+00.00 0.20 0.40 0.60 0.80 0.953238.667 3236.67 3234.67 3232.67 3230.67 3228.67

km 0+100+00.00 0.20 0.40 0.60 0.75 1.003240.000 3182.00 3180.00 3178.00 3176.00 3174.00

km 0+120+00.00 0.20 0.40 0.65 0.90 1.053241.604 3180.00 3234.67 3232.67 3230.67 3228.67

km 0+130+00.00 0.15 0.40 0.55 0.80 1.103242.400 3240.40 3238.40 3236.40 3234.40 3232.40

km 0+140+00.00 0.10 0.30 0.70 0.90 1.303242.000 3188.00 3186.00 3184.00 3182.00 3180.00

km 0+160+00.00 0.20 0.60 0.85 1.10 1.203240.000 3238.00 3236.00 3234.00 3232.00 3230.00

km 0+180+00.00 0.10 0.20 0.40 0.50 0.603232.000 3230.00 3228.00 3226.00 3224.00 3222.00

km 0+200+00.00 0.05 0.20 0.30 0.40 0.503233.500 3196.00 3194.00 3192.00 3190.00 3188.00

km 0+220+00.00 0.05 0.20 0.30 0.45 0.603239.333 3196.00 3194.00 3192.00 3190.00 3188.00

km 0+240+00.00 0.09 0.30 0.45 0.65 0.903236.000 3198.00 3196.00 3194.00 3192.00 3190.00

km 0+260+00.00 0.20 0.40 0.65 0.90 1.003240.000 3200.00 3198.00 3196.00 3194.00 3192.00

km 0+280+00.00 0.10 0.20 0.40 0.70 1.003234.000 3232.00 3230.00 3228.00 3226.00 3224.00

km 0+300+00.00 0.10 0.30 0.60 0.90 1.103230.667 3198.00 3196.00 3194.00 3192.00 3190.00

km 0+320+00.00 0.10 0.30 0.60 0.80 1.103228.000 3196.00 3194.00 3192.00 3190.00 3188.00

km 0+340+00.00 0.10 0.40 0.70 1.00 1.203225.333 3194.00 3192.00 3190.00 3188.00 3186.00

km 0+360+00.00 0.02 0.30 0.60 0.85 1.153222.800 3194.00 3192.00 3190.00 3188.00 3186.00

km 0+380+00.00 0.40 0.60 0.90 1.20 1.503222.000 3194.00 3192.00 3190.00 3188.00 3186.00

km 0+400+00.00 0.20 0.50 0.80 1.10 1.303220.400 3218.40 3240.00 3240.00 3240.00 3240.00

km 0+420+00.00 0.05 0.25 0.50 0.80 1.103220.000 3198.00 3196.00 3194.00 3192.00 3190.00

km 0+440+00.00 1.15 0.30 0.60 0.80 1.103218.000 3200.00 3198.00 3196.00 3194.00 3192.00

km 0+460+00.00 0.20 0.50 0.65 0.90 1.103219.913 3202.00 3200.00 3198.00 3196.00 3194.00

km 0+480+00.00 0.05 0.30 0.50 0.70 0.803216.400 3206.00 3204.00 3202.00 3200.00 3198.00

km 0+500+00.00 0.20 0.40 0.55 0.70 1.003212.857 3204.00 3202.00 3200.00 3198.00 3196.00

km 0+520+00.00 0.10 0.30 0.80 2.00 -3208.000 3202.00 3204.00 3202.00 3200.00 3198.00

km 0+540+00.00 0.40 1.20 1.80 2.10 2.503207.871 3206.00 3204.00 3202.00 3200.00 3198.00

km 0+560+00.00 0.30 0.60 0.90 1.10 1.503210.000 3214.00 3212.00 3210.00 3208.00 3206.00

km 0+580+00.00 0.20 0.50 0.70 1.10 1.503219.286 3214.00 3212.00 3210.00 3208.00 3206.00

km 0+600+00.00 0.10 0.40 0.80 1.10 1.603221.000 3212.00 3210.00 3208.00 3206.00 3204.00

km 0+620+00.00 0.30 0.60 1.00 1.30 1.703218.000 3214.00 3212.00 3210.00 3208.00 3206.00

km 0+640+00.00 0.20 0.50 0.70 1.00 1.203216.000 3216.00 3214.00 3212.00 3210.00 3208.00

km 0+660+00.00 0.10 0.40 0.50 0.70 0.803212.000 3220.00 3218.00 3216.00 3214.00 3212.00

km 0+680+00.00 0.10 0.30 0.60 0.80 1.003203.333 3218.00 3216.00 3214.00 3212.00 3210.00

km 0+700+00.00 0.15 0.40 0.60 0.80 1.003198.800 3222.00 3220.00 3218.00 3216.00 3214.00

km 0+720+00.00 0.10 0.30 0.60 0.80 0.903195.333 3222.00 3220.00 3218.00 3216.00 3214.00

km 0+740+00.00 0.10 0.30 0.60 0.80 0.903193.467 3220.00 3218.00 3216.00 3214.00 3212.00

km 0+760+00.00 0.05 0.20 0.50 0.80 1.003193.429 3218.00 3216.00 3214.00 3212.00 3210.00

km 0+780+00.00 0.30 0.50 0.80 1.00 1.203195.200 3193.20 3191.20 3189.20 3187.20 3185.20

km 0+800+00.00 0.20 0.90 1.40 2.00 2.203196.261 3208.00 3206.00 3204.00 3202.00 3200.00

km 0+820+00.00 0.20 0.50 0.80 1.00 1.303196.261 3216.00 3214.00 3212.00 3210.00 3208.00

km 0+840+00.00 0.10 0.30 0.50 0.70 0.903192.500 3224.00 3222.00 3220.00 3218.00 3216.00

km 0+860+00.00 0.05 0.20 0.30 0.50 0.703189.200 3228.00 3226.00 3224.00 3222.00 3220.00

km 0+880+00.00 0.20 0.30 0.50 0.60 0.803194.667 3228.00 3226.00 3224.00 3222.00 3220.00

km 0+900+00.00 0.10 0.30 0.50 0.70 0.903198.000 3228.00 3226.00 3224.00 3222.00 3220.00

km 0+920+00.00 0.10 0.30 0.50 0.80 1.103200.000 3230.00 3228.00 3226.00 3224.00 3222.00

km 0+940+00.00 0.55 0.90 1.30 1.50 1.703200.000 3232.00 3230.00 3228.00 3226.00 3224.00

km 0+960+00.00 0.40 0.80 1.20 1.70 2.003194.000 3222.00 3220.00 3218.00 3216.00 3214.00

km 0+980+00.00 0.10 0.40 0.80 2.00 1.303190.941 3218.00 3216.00 3214.00 3212.00 3210.00

DERECHA (cm)Dist. Dist.Cota Cota

1.60 1.803238.00 3236.00

1.30 1.603172.00 3170.00

1.40 1.603172.00 3170.00

1.20 1.453226.67 3224.67

1.10 1.303226.67 3224.67

1.20 1.403172.00 3170.00

1.25 1.453226.67 3224.67

1.35 1.603230.40 3228.40

1.60 2.103178.00 3176.00

1.35 1.503228.00 3226.00

0.70 0.803220.00 3218.00

0.60 0.703186.00 3184.00

0.70 0.803186.00 3184.00

1.00 1.203188.00 3186.00

1.15 1.303190.00 3188.00

1.15 1.303222.00 3220.00

1.30 1.503188.00 3186.00

1.30 1.503186.00 3184.00

1.40 1.603184.00 3182.00

1.40 1.603184.00 3182.00

1.80 2.003184.00 3182.00

1.60 1.903238.00 3236.00

1.30 1.503188.00 3186.00

1.40 1.603190.00 3188.00

1.40 1.603192.00 3190.00

1.00 1.203196.00 3194.00

1.25 1.503194.00 3192.00

- -3196.00 3194.00

2.90 -3196.00 3194.00

1.90 2.303204.00 3202.00

2.20 2.703204.00 3202.00

2.10 2.503202.00 3200.00

2.00 2.303204.00 3202.00

1.60 2.003206.00 3204.00

1.10 1.403210.00 3208.00

1.20 1.503208.00 3206.00

1.10 1.403212.00 3210.00

1.00 1.303212.00 3210.00

1.10 1.303210.00 3208.00

1.20 1.403208.00 3206.00

1.50 1.803183.20 3181.20

2.70 3.003198.00 3196.00

1.30 1.803206.00 3204.00

1.10 1.303214.00 3212.00

0.90 1.103218.00 3216.00

1.00 1.103218.00 3216.00

1.10 1.303218.00 3216.00

1.30 1.503220.00 3218.00

1.90 2.103222.00 3220.00

2.40 2.803212.00 3210.00

- -3208.00 3206.00

ESTACA DISTANCIA REAS M2CORTE RELLENOKm 00+00 0.00 7.0 2.1Km 00+20 20.00 20.1Km 00+40 40.00 42.6Km 00+60 60.00 0.5 58.0Km 00+80 80.00 14.0 2.0

Km 00+100 100.00 52.2Km 00+120 120.00 75.3Km 00+140 140.00 88.0Km 00+160 160.00 63.0Km 00+180 180.00 4.0 23.0Km 00+200 200.00 10.0 5.0Km 00+220 220.00 68.0Km 00+240 240.00 76.0Km 00+260 260.00 128.0Km 00+280 280.00 92.0Km 00+300 300.00 47.0Km 00+320 320.00 41.0Km 00+340 340.00 14.0 2.0Km 00+360 360.00 5.0 12.0Km 00+380 380.00 9.0 12.0Km 00+400 400.00 5.3 20.0Km 00+420 420.00 5.0 4.5Km 00+440 440.00 3.3 5.5Km 00+460 460.00 30.5Km 00+480 480.00 6.0 23.2Km 00+500 500.00 97.7Km 00+520 520.00 142.0Km 00+540 540.00 87.6Km 00+560 560.00 26.6Km 00+580 580.00 102.0Km 00+600 600.00 134.0Km 00+620 620.00 149.0Km 00+640 640.00 106.0Km 00+660 660.00Km 00+680 680.00 58.0Km 00+700 700.00 64.0Km 00+720 720.00 0.5 30.2Km 00+740 740.00 92.0Km 00+760 760.00 94.0Km 00+780 780.00 105.0Km 00+800 800.00 66.0

Km 00+820 820.00 5.0 40.2Km 00+840 840.00 2.7 33.0Km 00+860 860.00 44.6Km 00+880 880.00 103.0Km 00+900 900.00 20.5 5.2Km 00+920 920.00 60.1Km 00+940 940.00 82.0Km 00+960 960.00 120.0Km 00+980 980.00 44.5Km 01+000 1000.00 14.5 5.0

VOLUMEN M3 VOLUMEN CORREGIDOCORTE RELLENO CORTE RELLENO

8.4 2.782201.0 426.0 24.12 0

10.0 2012.0 0 55.38435.0 1800.0 0.6 75.4

2648.0 80.0 16.8 2.66375.0 62.64 09798.0 90.36 0

10570.0 105.6 05360.0 1840.0 75.6 01260.0 2520.0 4.8 29.97800.0 500.0 12 6.5

15840.0 81.6 024480.0 91.2 028600.0 153.6 019460.0 110.4 013200.0 56.4 0

8800.0 320.0 49.2 03230.0 2380.0 16.8 2.62520.0 4320.0 6 15.62717.0 6080.0 10.8 15.62060.0 4900.0 6.36 261743.0 2100.0 6 5.857436.0 1210.0 3.96 7.158395.0 5336.0 36.6 01440.0 29016.0 7.2 30.16

59925.0 0 127.0159696.0 0 184.630834.0 0 113.88

28560.0 7448.0 0 34.5868440.0 122.4 084900.0 160.8 079050.0 178.8 033920.0 127.2 019140.0 0 019720.0 21760.0 69.6 0

175.0 32970.0 0 83.2180.0 43992.0 0.6 39.26

68820.0 0 119.675620.0 0 122.266690.0 0 136.5

2000.0 42480.0 0 85.8

3157.0 30012.0 6 52.261134.0 32592.0 3.24 42.9

63468.0 0 57.989020.0 47608.0 0 133.9

36270.0 2340.0 24.6 6.7665366.0 72.12 094940.0 98.4 078960.0 144 028910.0 2450.0 53.4 0

7250.0 2500.0 17.4 6.5

COOR. DE PUNTOSAZIMUT-IsPOLIGONAL FINALELEMENTOSCOTA TERRENOSUBRASANTEcorte rellenosecciones cada 20mareas y volumenes1

Estudio Definitivo de Caminos

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