5. canal de descarga r4 f

Areas 04/19/2023 00:07:08

Página 1

MEMORIA DE CALCULO DE AREAS DE CORTE Y TERRAPLENObra:

Autor:

ESTACION

SEGMENTOS TERRENOSA1(M2)

SEGMENTOS RASANTESA2(M2)

AREA(M2)

INICIAL FINAL INICIAL FINAL SA1-SA2OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) CORTE TERRAPLEN

0+000.00 -2.75 857.44 2.23 857.70 4.00 -2.75 857.44 -1.00 858.31 1.94-1.00 858.31 0.00 858.31 1.550.00 858.31 1.00 858.31 1.551.00 858.31 2.23 857.70 1.52

4.00 6.56 -2.57TOTAL AREAS(M2): 0.00 -2.57

0+020.00 -2.20 857.51 -2.01 857.51 0.05 -2.20 857.51 -1.00 858.11 0.67-2.01 857.51 1.18 857.52 0.83 -1.00 858.11 0.00 858.11 0.851.18 857.52 2.11 857.55 0.26 0.00 858.11 1.00 858.11 0.852.11 857.55 2.12 857.55 0.00 1.00 858.11 2.12 857.55 0.64

1.14 3.02 -1.88TOTAL AREAS(M2): 0.00 -1.88

0+040.00 -2.14 857.34 1.44 857.44 0.61 -2.14 857.34 -1.00 857.91 0.461.44 857.44 1.64 857.45 0.05 -1.00 857.91 0.00 857.91 0.691.64 857.45 1.89 857.47 0.06 0.00 857.91 1.00 857.91 0.69

1.00 857.91 1.89 857.47 0.420.71 2.26 -1.55

TOTAL AREAS(M2): 0.00 -1.55

0+060.00 -3.33 856.55 -0.64 856.37 0.17 -3.33 856.55 -1.00 857.71 1.70-0.64 856.37 -0.28 856.35 -0.01 -1.00 857.71 0.00 857.71 1.31-0.28 856.35 1.26 857.12 0.52 0.00 857.71 1.00 857.71 1.311.26 857.12 1.72 857.35 0.38 1.00 857.71 1.72 857.35 0.82

1.07 5.15 -4.08TOTAL AREAS(M2): 0.00 -4.08

0+080.00 -1.45 857.81 1.64 857.94 1.92 -1.45 857.81 -1.00 857.51 0.18-1.00 857.51 0.00 857.51 0.260.00 857.51 1.00 857.51 0.261.00 857.51 1.64 857.94 0.30

1.92 1.00 0.92TOTAL AREAS(M2): 0.92 0.00

0+100.00 -1.25 857.19 1.15 857.24 0.68 -1.25 857.19 -1.00 857.31 0.08-1.00 857.31 0.00 857.31 0.380.00 857.31 1.00 857.31 0.381.00 857.31 1.15 857.24 0.05

0.68 0.90 -0.22TOTAL AREAS(M2): 0.00 -0.22

0+120.00 -1.81 856.71 0.62 856.80 1.15 -1.81 856.71 -1.00 857.11 0.510.62 856.80 0.97 856.98 0.21 -1.00 857.11 0.00 857.11 0.830.97 856.98 1.12 857.05 0.11 0.00 857.11 1.00 857.11 0.83

1.00 857.11 1.12 857.05 0.101.47 2.26 -0.79


0+140.00 -1.15 857.01 1.21 857.13 1.87 -1.15 857.01 -1.00 856.91 0.101.21 857.13 1.29 857.14 0.07 -1.00 856.91 0.00 856.91 0.631.29 857.14 1.47 857.23 0.16 0.00 856.91 1.00 856.91 0.63

1.00 856.91 1.47 857.23 0.372.10 1.74 0.36

TOTAL AREAS(M2): 0.36 0.00

0+160.00 -1.04 856.74 0.60 856.86 1.32 -1.04 856.74 -1.00 856.71 0.030.60 856.86 0.84 856.91 0.21 -1.00 856.71 0.00 856.71 0.720.84 856.91 1.01 857.00 0.16 0.00 856.71 1.00 856.71 0.72

A1(M2) AREA BAJO

SEGMENTO

A2(M2) AREA BAJO

SEGMENTO

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Página 2

1.01 857.00 1.06 857.02 0.05 1.00 856.71 2.67 857.83 2.141.06 857.02 1.10 857.04 0.041.10 857.04 1.38 857.18 0.321.38 857.18 1.67 857.33 0.361.67 857.33 2.67 857.83 1.59

4.06 3.60 0.45TOTAL AREAS(M2): 0.45 0.00

0+180.00 -1.23 856.67 0.41 856.69 0.38 -1.23 856.67 -1.00 856.51 0.030.41 856.69 0.43 856.70 0.01 -1.00 856.51 0.00 856.51 0.060.43 856.70 0.43 856.70 0.00 0.00 856.51 1.00 856.51 0.060.43 856.70 0.43 856.71 0.00 1.00 856.51 3.87 858.43 2.930.43 856.71 0.76 856.87 0.110.76 856.87 3.87 858.43 3.73

4.23 3.09 1.14TOTAL AREAS(M2): 1.14 0.00

0+200.00 -1.24 856.19 -0.56 856.21 0.18 -1.24 856.19 -1.00 856.31 0.07-0.56 856.21 -0.36 856.31 0.06 -1.00 856.31 -0.36 856.31 0.24

0.24 0.31 -0.07-0.36 856.31 -0.24 856.37 0.05 -0.36 856.31 0.00 856.31 0.13-0.24 856.37 5.07 859.02 9.30 0.00 856.31 1.00 856.31 0.37

1.00 856.31 5.07 859.02 7.019.35 7.51 1.84


0+220.00 -2.14 856.87 0.90 856.94 1.01 -2.14 856.87 -1.00 856.11 -0.090.90 856.94 0.91 856.94 0.00 -1.00 856.11 0.00 856.11 -0.460.91 856.94 6.27 859.62 9.17 0.00 856.11 1.00 856.11 -0.46

1.00 856.11 6.27 859.62 6.8210.19 5.82 4.37


0+240.00 -2.59 856.97 0.23 857.02 0.65 -2.59 856.97 -1.00 855.91 -0.510.23 857.02 1.07 857.05 0.23 -1.00 855.91 0.00 855.91 -0.851.07 857.05 1.12 857.05 0.01 0.00 855.91 1.00 855.91 -0.851.12 857.05 1.12 857.05 0.00 1.00 855.91 7.46 860.22 8.421.12 857.05 2.54 857.76 0.912.54 857.76 7.46 860.22 10.96

12.76 6.20 6.56TOTAL AREAS(M2): 6.56 0.00

0+260.00 -3.11 857.12 0.16 857.19 1.11 -3.11 857.12 -1.00 855.71 -0.850.16 857.19 0.57 857.20 0.16 -1.00 855.71 0.00 855.71 -1.100.57 857.20 1.44 857.21 0.34 0.00 855.71 1.00 855.71 -1.101.44 857.21 8.66 860.82 15.87 1.00 855.71 8.66 860.82 11.10

17.47 8.05 9.43TOTAL AREAS(M2): 9.43 0.00

0+280.00 -3.19 856.97 0.17 857.05 1.38 -3.19 856.97 -1.00 855.51 -0.780.17 857.05 0.30 857.06 0.06 -1.00 855.51 0.00 855.51 -1.090.30 857.06 1.12 857.05 0.37 0.00 855.51 1.00 855.51 -1.091.12 857.05 1.22 857.10 0.05 1.00 855.51 9.86 861.42 16.531.22 857.10 9.86 861.42 22.97

24.83 13.57 11.26TOTAL AREAS(M2): 11.26 0.00

0+300.00 -2.20 856.11 -2.16 856.12 0.01 -2.20 856.11 -1.00 855.31 -0.09-2.16 856.12 -0.67 856.15 0.52 -1.00 855.31 0.00 855.31 -0.47-0.67 856.15 -0.46 856.26 0.09 0.00 855.31 1.00 855.31 -0.47-0.46 856.26 1.77 857.37 2.30 1.00 855.31 11.06 862.02 28.971.77 857.37 3.14 858.06 2.643.14 858.06 3.63 858.30 1.193.63 858.30 11.06 862.02 32.49

39.25 27.94 11.31TOTAL AREAS(M2): 11.31 0.00

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Página 3

0+320.00 -3.59 856.84 0.15 856.96 1.55 -3.59 856.84 -1.00 855.11 -1.320.15 856.96 0.31 856.96 0.08 -1.00 855.11 0.00 855.11 -1.370.31 856.96 0.46 856.96 0.07 0.00 855.11 1.00 855.11 -1.370.46 856.96 1.84 857.00 0.69 1.00 855.11 9.32 860.66 11.641.84 857.00 1.84 857.01 0.001.84 857.01 6.13 859.11 6.756.13 859.11 6.27 859.18 0.386.27 859.18 6.56 859.32 0.816.56 859.32 9.32 860.66 9.64

19.97 7.58 12.38TOTAL AREAS(M2): 12.38 0.00

0+330.00 -4.30 857.21 4.16 857.41 3.30 -4.30 857.21 -1.00 855.01 -2.664.16 857.41 4.61 857.42 0.23 -1.00 855.01 0.00 855.01 -1.90

0.00 855.01 1.00 855.01 -1.901.00 855.01 4.61 857.42 -2.53

3.53 -9.00 12.52TOTAL AREAS(M2): 12.52 0.00

0+340.00 -6.30 857.45 4.67 857.72 2.59 -6.30 857.45 -1.00 853.92 -8.814.67 857.72 6.36 857.76 0.66 -1.00 853.92 0.00 853.92 -3.436.36 857.76 6.79 857.77 0.18 0.00 853.92 1.00 853.92 -3.43

1.00 853.92 6.79 857.77 -8.683.44 -24.35 27.78


0+340.90 -5.61 857.48 3.88 857.71 1.99 -5.61 857.48 -1.00 854.40 -6.663.88 857.71 6.05 857.77 0.77 -1.00 854.40 0.00 854.40 -2.98

0.00 854.40 1.00 854.40 -2.981.00 854.40 6.05 857.77 -6.56

2.75 -19.19 21.94TOTAL AREAS(M2): 21.94 0.00

0+353.32 -4.05 857.58 4.09 857.78 3.04 -4.05 857.58 -1.00 855.54 -2.274.09 857.78 4.37 857.79 0.13 -1.00 855.54 0.00 855.54 -1.76

0.00 855.54 1.00 855.54 -1.761.00 855.54 4.37 857.79 -2.14

3.18 -7.93 11.10TOTAL AREAS(M2): 11.10 0.00

0+360.00 -4.14 857.60 3.59 857.79 2.93 -4.14 857.60 -1.00 855.51 -2.393.59 857.79 4.48 857.83 0.44 -1.00 855.51 0.00 855.51 -1.81

0.00 855.51 1.00 855.51 -1.811.00 855.51 4.48 857.83 -2.26

3.37 -8.27 11.64TOTAL AREAS(M2): 11.64 0.00

0+380.00 -4.07 857.44 1.74 857.60 2.35 -4.07 857.44 -1.00 855.39 -2.141.74 857.60 4.45 857.69 1.44 -1.00 855.39 0.00 855.39 -1.72

0.00 855.39 1.00 855.39 -1.721.00 855.39 4.45 857.69 -1.97

3.79 -7.56 11.35TOTAL AREAS(M2): 11.35 0.00

0+400.00 -3.81 857.16 -0.05 857.29 1.56 -3.81 857.16 -1.00 855.28 -1.65-0.05 857.29 3.29 857.37 1.74 -1.00 855.28 0.00 855.28 -1.533.29 857.37 4.23 857.44 0.56 0.00 855.28 1.00 855.28 -1.53

1.00 855.28 4.23 857.44 -1.453.86 -6.16 10.01


0+420.00 -3.55 856.88 2.40 856.98 1.42 -3.55 856.88 -1.00 855.17 -1.702.40 856.98 3.43 856.79 0.20 -1.00 855.17 0.00 855.17 -1.52

0.00 855.17 1.00 855.17 -1.521.00 855.17 3.43 856.79 -1.72

1.62 -6.44 8.07TOTAL AREAS(M2): 8.07 0.00

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Página 4

0+440.00 -3.47 856.71 0.81 856.91 0.39 -3.47 856.71 -1.00 855.06 -2.060.81 856.91 4.03 857.08 0.89 -1.00 855.06 0.00 855.06 -1.66

0.00 855.06 1.00 855.06 -1.661.00 855.06 4.03 857.08 -1.96

1.28 -7.34 8.62TOTAL AREAS(M2): 8.62 0.00

0+460.00 -3.70 856.75 -1.99 856.76 0.14 -3.70 856.75 -1.00 854.95 -2.23-1.99 856.76 -1.29 856.75 0.05 -1.00 854.95 0.00 854.95 -1.73-1.29 856.75 -0.96 856.77 0.03 0.00 854.95 1.00 854.95 -1.73-0.96 856.77 -0.18 856.78 0.08 1.00 854.95 3.90 856.88 -2.21-0.18 856.78 3.90 856.88 0.63

0.93 -7.89 8.82TOTAL AREAS(M2): 8.82 0.00

0+480.00 -2.42 855.78 -1.19 855.80 -0.01 -2.42 855.78 -1.00 854.84 -0.69-1.19 855.80 2.96 856.15 0.73 -1.00 854.84 0.00 854.84 -0.96

0.00 854.84 1.00 854.84 -0.961.00 854.84 2.96 856.15 -0.59

0.73 -3.20 3.92TOTAL AREAS(M2): 3.92 0.00

0+500.00 -2.13 855.48 -0.21 855.58 0.95 -2.13 855.48 -1.00 854.73 0.08-0.21 855.58 0.22 855.76 0.27 -1.00 854.73 0.00 854.73 -0.310.22 855.76 0.64 855.78 0.31 0.00 854.73 1.00 854.73 -0.310.64 855.78 2.50 856.11 1.69 1.00 854.73 3.15 856.16 0.872.50 856.11 3.15 856.16 0.71

3.93 0.33 3.60TOTAL AREAS(M2): 3.60 0.00

0+520.00 -2.32 855.50 -2.01 855.53 0.45 -2.32 855.50 -1.00 854.62 1.28-2.01 855.53 -1.66 855.55 0.50 -1.00 854.62 0.00 854.62 0.53-1.66 855.55 -1.38 855.27 0.38 0.00 854.62 1.00 854.62 0.53-1.38 855.27 -0.71 854.62 0.57 1.00 854.62 2.42 855.56 1.42-0.71 854.62 0.39 854.62 0.580.39 854.62 0.81 854.62 0.230.81 854.62 1.07 854.88 0.171.07 854.88 1.77 855.56 0.791.77 855.56 2.06 855.56 0.442.06 855.56 2.42 855.56 0.53

4.64 3.76 0.88TOTAL AREAS(M2): 0.88 0.00

Elevaciones 04/19/2023 00:07:08

Página 5

ELEVACIONES Y ESPESORES DE TERRENO Y SUBRASANTEObra:

Autor:

ESTACIONELEVACIONES(M) ESPESORES(M)

TERRENO SUBRASANTE CORTE TERRAPLEN0+000.00 857.58 858.31 0.730+020.00 857.52 858.11 0.590+040.00 857.40 857.91 0.510+060.00 856.49 857.71 1.220+080.00 857.87 857.51 0.360+100.00 857.21 857.31 0.100+120.00 856.78 857.11 0.330+140.00 857.07 856.91 0.160+160.00 856.81 856.71 0.100+180.00 856.69 856.51 0.170+200.00 856.49 856.31 0.180+220.00 856.92 856.11 0.810+240.00 857.02 855.91 1.100+260.00 857.19 855.71 1.480+280.00 857.05 855.51 1.530+300.00 856.49 855.31 1.180+320.00 856.95 855.11 1.840+330.00 857.31 855.01 2.300+340.00 857.60 853.92 3.680+340.90 857.62 854.40 3.210+353.32 857.68 855.54 2.130+360.00 857.70 855.51 2.200+380.00 857.55 855.39 2.160+400.00 857.29 855.28 2.010+420.00 856.94 855.17 1.760+440.00 856.86 855.06 1.800+460.00 856.79 854.95 1.840+480.00 855.90 854.84 1.060+500.00 855.67 854.73 0.940+520.00 854.62 854.62 0.01

ESTACAS LATERALES

SECCIONO________________

FECHA___________________

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APROBO_________________

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CAMINO:

TRAMO: ESTACION:

SUBTRAMO: ORIGEN:

ESTACION ELEVACIONDISTANCIA

ELEVACIONESIZQ DER

0+000.000 858.312 0.000 858.312

2.753 857.436

1.000 858.312

1.000 858.312

2.228 857.698

0+020.000 858.112 0.000 858.112

2.203 857.511

1.000 858.112

1.000 858.112

2.119 857.553

0+040.000 857.912 0.000 857.912

2.144 857.340

1.000 857.912

1.000 857.912

1.890 857.467

0+060.000 857.712 0.000 857.712

3.326 856.549

1.000 857.712

1.000 857.712

1.720 857.352

0+080.000 857.512 0.000 857.512

1.454 857.815

1.000 857.512

1.000 857.512

1.639 857.938

0+100.000 857.312 0.000 857.312

1.248 857.188

1.000 857.312

1.000 857.312

1.152 857.236

0+120.000 857.112 0.000 857.112

1.807 856.709

1.000 857.112

1.000 857.112

1.121 857.052

0+140.000 856.912 0.000 856.912

1.146 857.010

1.000 856.912

1.000 856.912

1.474 857.228

0+160.000 856.712 0.000 856.712

1.036 856.736

1.000 856.712

1.000 856.712

2.672 857.827

0+180.000 856.512 0.000 856.512

A B C D E123456789

1011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556

ESTACAS LATERALES

SECCIONO________________

FECHA___________________

REVISO_________________

FECHA__________________

APROBO_________________

FECHA___________________

1.232 856.667

1.000 856.512

1.000 856.512

3.870 858.425

0+200.000 856.312 0.000 856.312

1.238 856.193

1.000 856.312

1.000 856.312

5.068 859.024

0+220.000 856.112 0.000 856.112

2.137 856.870

1.000 856.112

1.000 856.112

6.266 859.623

0+240.000 855.912 0.000 855.912

2.591 856.973

1.000 855.912

1.000 855.912

7.464 860.221

0+260.000 855.712 0.000 855.712

3.112 857.120

1.000 855.712

1.000 855.712

8.661 860.820

0+280.000 855.512 0.000 855.512

3.187 856.970

1.000 855.512

1.000 855.512

9.859 861.418

0+300.000 855.312 0.000 855.312

2.203 856.114

1.000 855.312

1.000 855.312

11.057 862.017

0+320.000 855.112 0.000 855.112

3.591 856.839

1.000 855.112

1.000 855.112

9.316 860.656

0+330.000 855.012 0.000 855.012

4.296 857.209

1.000 855.012

1.000 855.012

4.613 857.421

0+340.000 853.917 0.000 853.917

6.298 857.449

1.000 853.917

1.000 853.917

6.786 857.774

0+340.900 854.403 0.000 854.403

5.614 857.479

1.000 854.403

1.000 854.403

6.049 857.769

0+353.328 855.543 0.000 855.543

A B C D E57585960616263646566676869707172737475767778798081828384858687888990919293949596979899

100101102103104105106107108109110111

ESTACAS LATERALES

SECCIONO________________

FECHA___________________

REVISO_________________

FECHA__________________

APROBO_________________

FECHA___________________

4.050 857.576

1.000 855.543

1.000 855.543

4.366 857.787

0+360.000 855.506 0.000 855.506

4.140 857.599

1.000 855.506

1.000 855.506

4.479 857.825

0+380.000 855.395 0.000 855.395

4.066 857.438

1.000 855.395

1.000 855.395

4.449 857.694

0+400.000 855.283 0.000 855.283

3.810 857.157

1.000 855.283

1.000 855.283

4.230 857.437

0+420.000 855.172 0.000 855.172

3.555 856.875

1.000 855.172

1.000 855.172

3.432 856.793

0+440.000 855.061 0.000 855.061

3.471 856.708

1.000 855.061

1.000 855.061

4.029 857.080

0+460.000 854.949 0.000 854.949

3.701 856.750

1.000 854.949

1.000 854.949

3.898 856.881

0+480.000 854.838 0.000 854.838

2.417 855.782

1.000 854.838

1.000 854.838

2.963 856.146

0+500.000 854.727 0.000 854.727

2.131 855.480

1.000 854.727

1.000 854.727

3.146 856.157

0+520.000 854.615 0.000 854.615

2.324 855.498

1.000 854.615

1.000 854.615

2.422 855.563

A B C D E112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160

ESTACAS LATERALES

SECCIONO________________

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REVISO_________________

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APROBO_________________

FECHA___________________

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F57585960616263646566676869707172737475767778798081828384858687888990919293949596979899

100101102103104105106107108109110111

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F112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160

PLANILLA DE METRADOS DE MOVIMIENTO DE TIERRAS

PROYECTO : "CONSTRUCCION DE RESERVORIOS EN EL SECTOR DE CERROBLANCOPropietario : Proyecto Especial "Afianzamiento y Ampliación de los Recursos Hídricos de Tacna"Fecha : Abr 2012TRAMO : Canal de descarga R4 - (vertederos , caja de disipacion y entrega)

S I M B O L O G I A

DC DESPALME EN CORTE

DT DESPALME EN TERRAPLEN

C CORTE

T TERRAPLEN

COORDENADA INICIAL DE CURVA MASA 10,000.00 AREAS V O L U M E N E S

ELEVACIONES ESPESORES DESPALME

C T

DESPALME

TN SUBRASANTE C T DC DT DC

0+000.000 857.581 858.312 0.00 0.73 0.00 0.00 0.00 0.92 18.15 17.230+020.000 857.518 858.112 0.00 0.59 0.00 0.00 0.00 0.92 15.36 14.44 1.25 10.00 0.00

0+040.000 857.401 857.912 0.00 0.51 0.00 0.00 0.00 0.92 14.22 13.30 1.25 10.00 0.00

0+060.000 856.493 857.712 0.00 1.22 0.00 0.00 0.00 0.92 17.54 16.62 1.25 10.00 0.00

0+080.000 857.873 857.512 0.36 0.00 0.00 0.00 0.92 0.92 7.74 6.82 1.25 10.00 0.00

0+100.000 857.213 857.312 0.00 0.10 0.00 0.00 0.00 0.92 9.25 8.33 1.25 10.00 0.00

0+120.000 856.779 857.112 0.00 0.33 0.00 0.00 0.00 0.92 10.31 9.39 1.25 10.00 0.00

0+140.000 857.070 856.912 0.16 0.00 0.00 0.00 0.36 0.92 6.96 6.04 1.25 10.00 0.00

0+160.000 856.814 856.712 0.10 0.00 0.00 0.00 0.45 0.92 7.49 6.57 1.25 10.00 0.00

0+180.000 856.687 856.512 0.17 0.00 0.00 0.00 1.14 0.92 5.60 4.68 1.25 10.00 0.00

0+200.000 856.490 856.312 0.18 0.00 0.00 0.00 1.84 0.92 8.13 7.21 1.25 10.00 0.00

0+220.000 856.919 856.112 0.81 0.00 0.00 0.00 4.37 0.92 6.62 5.70 1.25 10.00 0.00

0+240.000 857.016 855.912 1.10 0.00 0.00 0.00 6.56 0.92 0.99 0.07 1.25 10.00 0.00

0+260.000 857.189 855.712 1.48 0.00 0.00 0.00 9.43 0.92 9.42 8.50 1.25 10.00 0.00

0+280.000 857.047 855.512 1.53 0.00 0.00 0.00 11.26 0.92 11.50 10.58 1.25 10.00 0.00

NOTA: Los conceptos que se incluirán en el cálculo de volúmenes aparecen subrayados. Se ha considerado el terreno ya despalmado al calcular áreas y volúmenes de corte y terraplén.

SECCIONES DE TN LEVANTADAS EN

CAMPO

Factor de abundamiento

en corte

SEMI- DISTANCIA

0+300.000 856.488 855.312 1.18 0.00 0.00 0.00 11.31 0.92 12.51 11.59 1.25 10.00 0.00

0+320.000 856.951 855.112 1.84 0.00 0.00 0.00 12.38 0.92 12.72 11.80 1.25 10.00 0.00

0+330.000 857.309 855.012 2.30 0.00 0.00 0.00 12.52 0.92 12.40 11.48 1.25 5.00 0.00

0+340.000 857.602 853.917 3.68 0.00 0.00 0.00 27.78 7.98 7.98 1.25 5.00 0.00

0+340.900 857.615 854.403 3.21 0.00 0.00 0.00 21.94 7.34 7.34 1.25 0.45 0.00

0+353.328 857.676 855.543 2.13 0.00 0.00 0.00 11.10 2.48 2.48 1.25 6.21 0.00

0+360.000 857.701 855.506 2.20 0.00 0.00 0.00 11.64 2.48 2.48 1.25 3.34 0.00

0+380.000 857.553 855.395 2.16 0.00 0.00 0.00 11.35 2.48 2.48 1.25 10.00 0.00

0+400.000 857.292 855.283 2.01 0.00 0.00 0.00 10.01 2.48 2.48 1.25 10.00 0.00

0+420.000 856.937 855.172 1.76 0.00 0.00 0.00 8.07 2.48 2.48 1.25 10.00 0.00

0+440.000 856.865 855.061 1.80 0.00 0.00 0.00 8.62 2.48 2.48 1.25 10.00 0.00

0+460.000 856.786 854.949 1.84 0.00 0.00 0.00 8.82 2.48 2.48 1.25 10.00 0.00

0+480.000 855.897 854.838 1.06 0.00 0.00 0.00 3.92 2.48 2.48 1.25 10.00 0.00

0+500.000 855.668 854.727 0.94 0.00 0.00 0.00 3.60 2.48 2.48 1.25 10.00 0.00

0+520.000 854.622 854.615 0.01 0.00 0.00 0.00 0.00 0.00 0.00 1.25 10.00 0.00

TOTAL CORTE CON F.E.

TOTAL CORTE SIN F.E.

TOTAL TERRAPLEN

AREARELLENO PARA ESTRUCTURAS M3

MATERIAL PARA ELIMINACION M3

V O L U M E N E S

DESPALME

C T

DT

0.00 0.00 395.870.00 0.00 346.750.00 0.00 374.000.00 11.52 293.000.00 11.52 189.380.00 0.00 221.500.00 4.52 192.880.00 10.17 157.630.00 19.89 140.630.00 37.22 148.630.00 77.63 161.380.00 136.67 72.130.00 199.86 107.130.00 258.59 238.50

0.00 282.12 277.130.00 296.18 292.380.00 155.66 145.500.00 251.90 121.630.00 27.97 8.620.00 256.67 76.280.00 94.86 20.680.00 287.41 62.000.00 267.00 62.000.00 226.01 62.000.00 208.61 62.000.00 217.99 62.000.00 159.30 62.000.00 94.10 62.000.00 45.06 31.00

TOTAL CORTE CON F.E. 3,638.44

TOTAL CORTE SIN F.E. 2,910.75

TOTAL TERRAPLEN 4,446.58

CVV

5,024.63 1.13

-808.14

5. canal de descarga r4 f

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