Page 1
Areas 04/22/2023 02:42:21
Página 1
MEMORIA DE CALCULO DE AREAS DE CORTE Y TERRAPLENObra: Carretera Santa Bárbara
EntradaAutor: CivilCAD
ESTACION
SEGMENTOS TERRENO1( 2)SA M
SEGMENTOS RASANTE2( 2)SA M
AREA(M2)
INICIAL FINAL INICIAL FINAL 1- 2SA SA
OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) CORTE TERRAPLEN
0+000.00 -8.12 295.15 0.00 295.86 30.98 -8.12 295.15 -7.50 294.23 1.850.00 295.86 9.16 296.72 42.14 -7.50 294.23 -6.00 294.23 3.81
-6.00 293.48 0.00 293.60 11.100.00 293.60 6.00 293.48 11.106.00 294.23 7.50 294.23 3.817.50 294.23 9.16 296.72 6.29
73.12 37.96 35.17
TOTAL AREAS(M2): 35.17 0.00
0+020.00 -8.02 296.02 0.00 296.76 24.95 -8.02 296.02 -7.50 295.24 1.230.00 296.76 9.03 297.53 34.86 -7.50 295.24 -6.00 295.24 2.93
-6.00 294.49 0.00 294.61 7.590.00 294.61 6.00 294.49 7.596.00 295.24 7.50 295.24 2.937.50 295.24 9.03 297.53 4.74
59.81 27.00 32.81
TOTAL AREAS(M2): 32.81 0.00
0+040.00 -8.35 297.51 0.00 298.07 10.86 -8.35 297.51 -7.50 296.24 0.330.00 298.07 8.94 298.40 15.61 -7.50 296.24 -6.00 296.24 -0.38
-6.00 295.49 0.00 295.61 -5.670.00 295.61 6.00 295.49 -5.676.00 296.24 7.50 296.24 -0.387.50 296.24 8.94 298.40 1.20
26.47 -10.57 37.04
TOTAL AREAS(M2): 37.04 0.00
0+060.00 -8.66 298.76 0.00 298.88 4.11 -8.66 298.76 -7.50 297.02 -0.530.00 298.88 0.00 298.88 0.00 -7.50 297.02 -6.00 297.02 -1.990.00 298.88 8.78 298.94 4.97 -6.00 296.27 0.00 296.39 -12.08
0.00 296.39 6.00 296.27 -12.086.00 297.02 7.50 297.02 -1.997.50 297.02 8.78 298.94 -0.47
9.07 -29.13 38.21
TOTAL AREAS(M2): 38.21 0.00
0+080.00 -8.57 299.10 0.00 299.06 4.34 -8.57 299.10 -7.50 297.49 -0.300.00 299.06 0.00 299.06 0.00 -7.50 297.49 -6.00 297.49 -1.620.00 299.06 8.52 299.02 3.95 -6.00 296.74 0.00 296.86 -10.62
0.00 296.86 6.00 296.74 -10.626.00 297.49 7.50 297.49 -1.627.50 297.49 8.52 299.02 -0.32
8.29 -25.11 33.40
TOTAL AREAS(M2): 33.40 0.00
0+100.00 -8.44 299.07 0.00 298.99 0.69 -8.44 299.07 -7.50 297.66 -0.550.00 298.99 8.39 299.00 0.37 -7.50 297.66 -6.00 297.66 -1.93
-6.00 296.91 0.00 297.03 -11.860.00 297.03 6.00 296.91 -11.866.00 297.66 7.50 297.66 -1.937.50 297.66 8.39 299.00 -0.55
1.06 -28.68 29.74
TOTAL AREAS(M2): 29.74 0.00
0+120.00 -8.04 298.55 0.00 298.46 -0.53 -8.04 298.55 -7.50 297.73 -0.230.00 298.46 7.96 298.43 -1.00 -7.50 297.73 -6.00 297.73 -1.25
A1(M2) AREA BAJO SEGMENTO
A2(M2) AREA BAJO SEGMENTO
Page 2
Areas 04/22/2023 02:42:21
Página 2
MEMORIA DE CALCULO DE AREAS DE CORTE Y TERRAPLENObra: Carretera Santa Bárbara
EntradaAutor: CivilCAD
ESTACION
SEGMENTOS TERRENO1( 2)SA M
SEGMENTOS RASANTE2( 2)SA M
AREA(M2)
INICIAL FINAL INICIAL FINAL 1- 2SA SA
OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) CORTE TERRAPLEN
A1(M2) AREA BAJO SEGMENTO
A2(M2) AREA BAJO SEGMENTO
-6.00 296.98 0.00 297.10 -9.160.00 297.10 6.00 296.98 -9.166.00 297.73 7.50 297.73 -1.257.50 297.73 7.96 298.43 -0.23
-1.53 -21.28 19.75
TOTAL AREAS(M2): 19.75 0.00
0+140.00 -7.78 297.53 0.00 297.43 -1.12 -7.78 297.02 0.00 297.18 -4.090.00 297.43 7.97 297.33 -1.94 0.00 297.18 7.97 297.02 -4.21
-3.06 -8.30 5.24
TOTAL AREAS(M2): 5.24 0.00
0+160.00 -11.32 294.13 -10.00 294.08 0.37 -11.32 294.13 -8.30 297.15 5.49-10.00 294.08 -10.00 294.08 0.00 -8.30 297.15 0.00 297.31 28.29-10.00 294.08 -6.80 292.90 -1.06 0.00 297.31 8.30 297.15 28.29
-6.80 292.90 -6.80 292.90 0.00 8.30 297.15 12.56 292.89 5.10-6.80 292.90 0.00 292.68 -7.010.00 292.68 10.00 292.77 -10.96
10.00 292.77 10.00 292.77 0.0010.00 292.77 12.56 292.89 -2.54
-21.19 67.17 -88.37
TOTAL AREAS(M2): 0.00 -88.37
0+180.00 -8.33 297.34 0.00 297.19 -2.42 -8.33 297.34 -8.30 297.38 -0.010.00 297.19 0.00 297.19 0.00 -8.30 297.38 0.00 297.54 -0.790.00 297.19 8.81 296.86 -4.65 0.00 297.54 8.30 297.38 -0.79
8.30 297.38 8.81 296.86 -0.22-7.07 -1.80 -5.27
TOTAL AREAS(M2): 0.00 -5.27
0+200.00 -7.68 298.76 0.00 298.35 -11.34 -7.68 298.76 -7.50 298.49 -0.250.00 298.35 1.60 298.29 -2.74 -7.50 298.49 -6.00 298.49 -2.311.60 298.29 7.96 298.03 -11.90 -6.00 297.74 0.00 297.86 -13.37
0.00 297.86 7.96 297.70 -17.89-25.98 -33.82 7.84
TOTAL AREAS(M2): 7.84 0.00
0+220.00 -8.71 300.65 0.00 299.85 -11.06 -8.71 300.65 -7.50 298.84 -2.150.00 299.85 7.90 299.43 -14.84 -7.50 298.84 -6.00 298.84 -4.02
-6.00 298.09 0.00 298.21 -20.230.00 298.21 6.00 298.09 -20.236.00 298.84 7.50 298.84 -4.027.50 298.84 7.90 299.43 -0.94
-25.89 -51.60 25.71
TOTAL AREAS(M2): 25.71 0.00
0+240.00 -9.00 301.43 0.00 301.09 -2.33 -9.00 301.43 -7.50 299.18 -1.820.00 301.09 0.00 301.09 0.00 -7.50 299.18 -6.00 299.18 -3.500.00 301.09 0.00 301.09 0.00 -6.00 298.43 0.00 298.55 -18.160.00 301.09 8.53 300.73 -5.20 0.00 298.55 6.00 298.43 -18.16
6.00 299.18 7.50 299.18 -3.507.50 299.18 8.53 300.73 -1.61
-7.53 -46.76 39.23
TOTAL AREAS(M2): 39.23 0.00
0+260.00 -9.09 301.82 0.00 301.44 -7.49 -9.09 301.82 -7.50 299.44 -2.900.00 301.44 8.66 301.18 -9.92 -7.50 299.44 -6.00 299.44 -4.53
Page 3
Areas 04/22/2023 02:42:21
Página 3
MEMORIA DE CALCULO DE AREAS DE CORTE Y TERRAPLENObra: Carretera Santa Bárbara
EntradaAutor: CivilCAD
ESTACION
SEGMENTOS TERRENO1( 2)SA M
SEGMENTOS RASANTE2( 2)SA M
AREA(M2)
INICIAL FINAL INICIAL FINAL 1- 2SA SA
OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) CORTE TERRAPLEN
A1(M2) AREA BAJO SEGMENTO
A2(M2) AREA BAJO SEGMENTO
-6.00 298.69 0.00 298.81 -22.250.00 298.81 6.00 298.69 -22.256.00 299.44 7.50 299.44 -4.537.50 299.44 8.66 301.18 -2.49
-17.41 -58.95 41.54
TOTAL AREAS(M2): 41.54 0.00
0+280.00 -9.27 302.18 0.00 301.66 -12.15 -9.27 302.18 -7.50 299.53 -4.200.00 301.66 0.00 301.66 0.00 -7.50 299.53 -6.00 299.53 -5.550.00 301.66 8.74 301.38 -14.94 -6.00 298.78 0.00 298.90 -26.36
0.00 298.90 6.00 298.78 -26.366.00 299.53 7.50 299.53 -5.557.50 299.53 8.74 301.38 -3.43
-27.08 -71.46 44.38
TOTAL AREAS(M2): 44.38 0.00
0+300.00 -10.15 303.43 -10.00 303.39 -0.48 -10.15 303.43 -7.50 299.45 -13.62-10.00 303.39 0.00 301.51 -41.30 -7.50 299.45 -6.00 299.45 -10.69
0.00 301.51 8.60 301.10 -45.35 -6.00 298.70 0.00 298.82 -46.900.00 298.82 6.00 298.70 -46.906.00 299.45 7.50 299.45 -10.697.50 299.45 8.60 301.10 -6.91
-87.13 -135.71 48.57
TOTAL AREAS(M2): 48.57 0.00
0+320.00 -9.63 302.51 0.00 300.92 -39.07 -9.63 302.51 -7.50 299.31 -10.370.00 300.92 8.33 300.55 -41.92 -7.50 299.31 -6.00 299.31 -9.69
-6.00 298.56 0.00 298.68 -42.900.00 298.68 6.00 298.56 -42.906.00 299.31 7.50 299.31 -9.697.50 299.31 8.33 300.55 -4.84
-80.99 -120.39 39.40
TOTAL AREAS(M2): 39.40 0.00
0+340.00 -8.36 300.46 0.00 299.99 -13.34 -8.36 300.46 -7.50 299.17 -1.730.00 299.99 7.85 299.68 -15.56 -7.50 299.17 -6.00 299.17 -3.98
-6.00 298.42 0.00 298.54 -20.060.00 298.54 6.00 298.42 -20.066.00 299.17 7.50 299.17 -3.987.50 299.17 7.85 299.68 -0.83
-28.90 -50.65 21.75
TOTAL AREAS(M2): 21.75 0.00
0+360.00 -7.97 299.73 0.00 299.08 -12.11 -7.97 299.73 -7.50 299.02 -0.730.00 299.08 0.00 299.08 0.00 -7.50 299.02 -6.00 299.02 -2.850.00 299.08 8.29 298.23 -18.83 -6.00 298.27 0.00 298.39 -15.56
0.00 298.39 8.29 298.23 -21.68-30.93 -40.82 9.89
8.29 298.23 8.30 298.23 -0.02 8.29 298.23 8.30 298.23 -0.028.30 298.23 8.30 298.23 0.00
-0.02 -0.02 0.00
TOTAL AREAS(M2): 9.89 0.00
0+380.00 -7.55 298.96 -6.78 298.88 -0.99 -7.55 298.96 -7.50 298.88 -0.07-7.50 298.88 -6.78 298.88 -0.95
-0.99 -1.02 0.03
Page 4
Areas 04/22/2023 02:42:21
Página 4
MEMORIA DE CALCULO DE AREAS DE CORTE Y TERRAPLENObra: Carretera Santa Bárbara
EntradaAutor: CivilCAD
ESTACION
SEGMENTOS TERRENO1( 2)SA M
SEGMENTOS RASANTE2( 2)SA M
AREA(M2)
INICIAL FINAL INICIAL FINAL 1- 2SA SA
OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) CORTE TERRAPLEN
A1(M2) AREA BAJO SEGMENTO
A2(M2) AREA BAJO SEGMENTO
-6.78 298.88 -6.00 298.80 -1.07 -6.78 298.88 -6.00 298.88 -1.04-1.07 -1.04 -0.03
-6.00 298.80 -0.40 298.24 -9.43 -6.00 298.13 -0.40 298.24 -11.31-9.43 -11.31 1.88
-0.40 298.24 0.00 298.20 -0.80 -0.40 298.24 0.00 298.25 -0.790.00 298.20 4.00 297.62 -9.18 0.00 298.25 8.30 298.08 -16.924.00 297.62 10.00 295.34 -22.35 8.30 298.08 10.80 295.58 -8.45
10.00 295.34 10.00 295.34 0.0010.00 295.34 10.80 295.58 -3.79
-36.12 -26.16 -9.96
TOTAL AREAS(M2): 1.91 -9.99
0+400.00 -7.54 298.75 0.01 298.90 -5.15 -7.54 298.02 0.00 298.17 -10.690.01 298.90 0.25 298.74 -0.16 0.00 298.17 6.00 298.05 -8.410.25 298.74 0.39 298.75 -0.11 6.00 298.80 7.50 298.80 -1.070.39 298.75 0.47 298.87 -0.06 7.50 298.80 7.65 299.03 -0.090.47 298.87 1.19 298.94 -0.441.19 298.94 7.65 299.03 -3.39
-9.30 -20.25 10.95
TOTAL AREAS(M2): 10.95 0.00
0+420.00 -8.15 299.83 -0.69 299.79 -1.62 -8.15 299.83 -7.50 298.86 -0.44-0.69 299.79 0.49 299.81 -0.27 -7.50 298.86 -6.00 298.86 -1.750.49 299.81 1.68 299.81 -0.26 -6.00 298.11 0.00 298.23 -11.161.68 299.81 8.13 299.80 -1.44 0.00 298.23 6.00 298.11 -11.16
6.00 298.86 7.50 298.86 -1.757.50 298.86 8.13 299.80 -0.44
-3.59 -26.70 23.12
TOTAL AREAS(M2): 23.12 0.00
0+440.00 -8.30 300.27 -0.80 300.16 -2.61 -8.30 300.27 -7.50 299.07 -0.72-0.80 300.16 0.37 300.26 -0.41 -7.50 299.07 -6.00 299.07 -2.240.37 300.26 1.56 300.27 -0.35 -6.00 298.32 0.00 298.44 -13.111.56 300.27 8.34 300.33 -1.78 0.00 298.44 6.00 298.32 -13.11
6.00 299.07 7.50 299.07 -2.247.50 299.07 8.34 300.33 -0.73
-5.16 -32.16 27.00
TOTAL AREAS(M2): 27.00 0.00
0+460.00 -8.15 300.33 -0.91 300.24 -3.80 -8.15 300.33 -7.50 299.35 -0.63-0.91 300.24 0.26 300.21 -0.69 -7.50 299.35 -6.00 299.35 -2.180.26 300.21 8.07 300.20 -4.67 -6.00 298.60 0.00 298.72 -12.87
0.00 298.72 6.00 298.60 -12.876.00 299.35 7.50 299.35 -2.187.50 299.35 8.07 300.20 -0.58
-9.15 -31.32 22.16
TOTAL AREAS(M2): 22.16 0.00
0+480.00 -7.82 300.12 -0.66 299.87 -12.91 -7.82 300.12 -7.50 299.64 -0.61-0.66 299.87 0.01 299.86 -1.30 -7.50 299.64 -6.00 299.64 -3.240.01 299.86 3.13 299.81 -6.16 -6.00 298.89 0.00 299.01 -17.113.13 299.81 7.57 299.75 -8.99 0.00 299.01 6.00 298.89 -17.11
6.00 299.64 7.50 299.64 -3.247.50 299.64 7.57 299.75 -0.15
-29.36 -41.48 12.12
Page 5
Areas 04/22/2023 02:42:21
Página 5
MEMORIA DE CALCULO DE AREAS DE CORTE Y TERRAPLENObra: Carretera Santa Bárbara
EntradaAutor: CivilCAD
ESTACION
SEGMENTOS TERRENO1( 2)SA M
SEGMENTOS RASANTE2( 2)SA M
AREA(M2)
INICIAL FINAL INICIAL FINAL 1- 2SA SA
OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) OFFSET(M) ELEV(M) CORTE TERRAPLEN
A1(M2) AREA BAJO SEGMENTO
A2(M2) AREA BAJO SEGMENTO
TOTAL AREAS(M2): 12.12 0.00
0+500.00 -7.60 299.83 -2.16 299.71 -3.85 -7.60 299.14 0.00 299.30 -9.55-2.16 299.71 0.13 299.63 -1.86 0.00 299.30 7.88 299.14 -9.930.13 299.63 2.42 299.62 -1.962.42 299.62 7.88 299.55 -4.88
-12.54 -19.48 6.94
TOTAL AREAS(M2): 6.94 0.00
0+520.00 -8.01 299.70 -7.59 299.70 -0.16 -8.01 299.42 0.00 299.58 -4.73-7.59 299.70 0.11 299.59 -3.44 0.00 299.58 1.15 299.56 -0.600.11 299.59 1.15 299.56 -0.54
-4.14 -5.32 1.18
1.15 299.56 2.40 299.52 -0.69 1.15 299.56 8.30 299.42 -4.322.40 299.52 8.36 299.35 -3.90 8.30 299.42 8.36 299.35 -0.04
-4.59 -4.36 -0.23
TOTAL AREAS(M2): 1.18 -0.23
0+540.00 -8.61 299.35 -7.61 299.35 -0.14 -8.61 299.35 -8.30 299.66 0.00-7.61 299.35 0.09 299.18 -1.75 -8.30 299.66 0.00 299.83 2.120.09 299.18 2.38 299.11 -0.79 0.00 299.83 8.30 299.66 2.122.38 299.11 8.98 298.97 -2.96 8.30 299.66 8.98 298.97 -0.12
-5.65 4.12 -9.76
TOTAL AREAS(M2): 0.00 -9.76
0+560.00 -9.67 298.39 -8.32 298.32 -1.01 -9.67 298.39 -8.30 299.76 -0.03-8.32 298.32 -0.61 299.01 -3.34 -8.30 299.76 0.00 299.93 6.17-0.61 299.01 0.53 298.73 -0.26 0.00 299.93 8.30 299.76 6.170.53 298.73 0.90 298.81 -0.12 8.30 299.76 9.45 298.61 0.100.90 298.81 8.61 298.59 -3.118.61 298.59 9.45 298.61 -0.42
-8.25 12.41 -20.66
TOTAL AREAS(M2): 0.00 -20.66
0+580.00 -9.36 298.65 -7.65 298.58 -1.23 -9.36 298.65 -8.30 299.71 -0.16-7.65 298.58 0.06 298.16 -7.46 -8.30 299.71 0.00 299.88 3.800.06 298.16 2.35 298.06 -2.82 0.00 299.88 8.30 299.71 3.802.35 298.06 10.06 297.55 -11.82 8.30 299.71 10.48 297.53 -1.56
10.06 297.55 10.48 297.53 -0.76-24.09 5.88 -29.97
TOTAL AREAS(M2): 0.00 -29.97
0+600.00 -8.71 299.15 -7.66 299.11 -0.86 -8.71 299.15 -8.30 299.56 -0.25-7.66 299.11 0.04 298.75 -7.93 -8.30 299.56 0.00 299.73 -2.610.04 298.75 2.33 298.67 -2.86 0.00 299.73 8.30 299.56 -2.612.33 298.67 9.40 298.46 -9.85 8.30 299.56 9.40 298.46 -1.04
-21.51 -6.51 -15.00
TOTAL AREAS(M2): 0.00 -15.00
0+620.00 -8.52 299.18 -1.31 298.89 -7.19 -8.52 299.18 -8.30 299.40 -0.17-1.31 298.89 -0.21 298.49 -1.48 -8.30 299.40 0.00 299.57 -4.50-0.21 298.49 2.31 298.85 -3.42 0.00 299.57 8.30 299.40 -4.502.31 298.85 8.95 298.75 -8.13 8.30 299.40 8.95 298.75 -0.62
-20.23 -9.79 -10.43
TOTAL AREAS(M2): 0.00 -10.43
Page 6
Elevaciones 04/22/2023 02:42:21
Página 6
ELEVACIONES Y ESPESORES DE TERRENO Y SUBRASANTEObra: Carretera Santa Bárbara
EntradaAutor: CivilCAD
ESTACIONELEVACIONES(M) ESPESORES(M)
TERRENO SUBRASANTE CORTE TERRAPLEN0+000.00 295.86 294.00 1.86
0+020.00 296.76 295.01 1.75
0+040.00 298.07 296.01 2.06
0+060.00 298.88 296.79 2.09
0+080.00 299.06 297.26 1.80
0+100.00 298.99 297.43 1.56
0+120.00 298.46 297.50 0.96
0+140.00 297.43 297.58 0.15
0+160.00 292.68 297.71 5.03
0+180.00 297.19 297.94 0.75
0+200.00 298.35 298.26 0.09
0+220.00 299.85 298.61 1.24
0+240.00 301.09 298.95 2.14
0+260.00 301.44 299.21 2.23
0+280.00 301.66 299.30 2.36
0+300.00 301.51 299.22 2.29
0+320.00 300.92 299.08 1.84
0+340.00 299.99 298.94 1.05
0+360.00 299.08 298.79 0.29
0+380.00 298.20 298.65 0.45
0+400.00 298.90 298.57 0.33
0+420.00 299.80 298.63 1.17
0+440.00 300.23 298.84 1.39
0+460.00 300.22 299.12 1.10
0+480.00 299.86 299.41 0.45
0+500.00 299.63 299.70 0.06
0+520.00 299.59 299.98 0.39
0+540.00 299.18 300.23 1.05
0+560.00 298.86 300.33 1.47
0+580.00 298.16 300.28 2.12
0+600.00 298.75 300.13 1.38
0+620.00 298.52 299.97 1.45
Page 7
Capas 04/22/2023 02:42:21
Página 7
VOLUMENES DE CAPAS DE SECCIONObra: Carretera Santa Bárbara
EntradaAutor: CivilCAD
CAPA ESTACION AREA(M2) D/2 (M) VOLUMEN(M3)SUBYACENTE 0+000.00 4.80 0.00 0.00
0+020.00 4.80 10.00 96.00
0+040.00 4.80 10.00 96.00
0+060.00 4.80 10.00 96.00
0+080.00 4.80 10.00 96.00
0+100.00 4.80 10.00 96.00
0+120.00 4.80 10.00 96.00
0+140.00 7.53 10.00 123.32
0+160.00 7.72 10.00 152.48
0+180.00 7.72 10.00 154.32
0+200.00 6.20 10.00 139.19
0+220.00 4.80 10.00 110.03
0+240.00 4.80 10.00 96.00
0+260.00 4.80 10.00 96.00
0+280.00 4.80 10.00 96.00
0+300.00 4.80 10.00 96.00
0+320.00 4.80 10.00 96.00
0+340.00 4.80 10.00 96.00
0+360.00 6.26 10.00 110.58
0+380.00 6.26 10.00 125.16
0+400.00 5.98 10.00 122.38
0+420.00 4.80 10.00 107.80
0+440.00 4.80 10.00 96.00
0+460.00 4.80 10.00 96.00
0+480.00 4.80 10.00 96.00
0+500.00 7.39 10.00 121.91
0+520.00 7.68 10.00 150.66
0+540.00 7.72 10.00 153.91
0+560.00 7.72 10.00 154.32
0+580.00 7.72 10.00 154.32
0+600.00 7.72 10.00 154.32
0+620.00 7.72 10.00 154.32
TOTAL VOLUMEN SUBYACENTE (M3): 3628.99CARPETA 0+000.00 1.80 0.00 0.00
0+020.00 1.80 10.00 36.00
0+040.00 1.80 10.00 36.00
0+060.00 1.80 10.00 36.00
0+080.00 1.80 10.00 36.00
0+100.00 1.80 10.00 36.00
0+120.00 1.80 10.00 36.00
0+140.00 1.80 10.00 36.00
0+160.00 1.80 10.00 36.00
0+180.00 1.80 10.00 36.00
Page 8
Capas 04/22/2023 02:42:21
Página 8
0+200.00 1.80 10.00 36.00
0+220.00 1.80 10.00 36.00
0+240.00 1.80 10.00 36.00
0+260.00 1.80 10.00 36.00
0+280.00 1.80 10.00 36.00
0+300.00 1.80 10.00 36.00
0+320.00 1.80 10.00 36.00
0+340.00 1.80 10.00 36.00
0+360.00 1.80 10.00 36.00
0+380.00 1.80 10.00 36.00
0+400.00 1.80 10.00 36.00
0+420.00 1.80 10.00 36.00
0+440.00 1.80 10.00 36.00
0+460.00 1.80 10.00 36.00
0+480.00 1.80 10.00 36.00
0+500.00 1.80 10.00 36.00
0+520.00 1.80 10.00 36.00
0+540.00 1.80 10.00 36.00
0+560.00 1.80 10.00 36.00
0+580.00 1.80 10.00 36.00
0+600.00 1.80 10.00 36.00
0+620.00 1.80 10.00 36.00
TOTAL VOLUMEN CARPETA (M3): 1116.00
Page 9
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
CAMINO:
TRAMO: ESTACION:
SUBTRAMO: ORIGEN:
ESTACION ELEVACIONDISTANCIA
ELEVACIONESIZQ DER
0+000.000 294.000 0.000 294.000
8.116 295.154
7.500 294.230
6.000 294.230
6.000 293.880
6.000 293.880
6.000 294.230
7.500 294.230
9.161 296.721
0+020.000 295.006 0.000 295.006
8.024 296.022
7.500 295.236
6.000 295.236
6.000 294.886
6.000 294.886
6.000 295.236
7.500 295.236
9.027 297.527
0+040.000 296.006 0.000 296.006
8.350 297.511
7.500 296.236
6.000 296.236
6.000 295.886
6.000 295.886
6.000 296.236
7.500 296.236
8.943 298.401
0+060.000 296.791 0.000 296.791
8.659 298.759
7.500 297.021
6.000 297.021
6.000 296.671
6.000 296.671
6.000 297.021
7.500 297.021
8.780 298.941
0+080.000 297.265 0.000 297.265
8.572 299.103
7.500 297.495
6.000 297.495
6.000 297.145
6.000 297.145
A B C D E123456789
10111213141516171819202122232425262728293031323334353637383940414243444546474849505152
Page 10
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
6.000 297.495
7.500 297.495
8.515 299.017
0+100.000 297.433 0.000 297.433
8.441 299.074
7.500 297.663
6.000 297.663
6.000 297.313
6.000 297.313
6.000 297.663
7.500 297.663
8.390 298.998
0+120.000 297.504 0.000 297.504
8.043 298.548
7.500 297.734
6.000 297.734
6.000 297.384
6.000 297.384
6.000 297.734
7.500 297.734
7.963 298.428
0+140.000 297.577 0.000 297.577
7.776 297.531
7.500 297.807
6.000 297.807
6.000 297.457
6.000 297.457
6.000 297.807
7.500 297.807
7.973 297.334
0+160.000 297.714 0.000 297.714
11.315 294.129
7.500 297.944
6.000 297.944
6.000 297.594
6.000 297.594
6.000 297.944
7.500 297.944
12.559 292.885
0+180.000 297.943 0.000 297.943
8.333 297.340
7.500 298.173
6.000 298.173
6.000 297.823
6.000 297.823
6.000 298.173
7.500 298.173
8.809 296.864
0+200.000 298.262 0.000 298.262
7.677 298.757
7.500 298.492
A B C D E5354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899
100101102103
Page 11
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
6.000 298.492
6.000 298.142
6.000 298.142
6.000 298.492
7.500 298.492
7.960 298.032
0+220.000 298.608 0.000 298.608
8.709 300.651
7.500 298.838
6.000 298.838
6.000 298.488
6.000 298.488
6.000 298.838
7.500 298.838
7.896 299.432
0+240.000 298.954 0.000 298.954
8.999 301.432
7.500 299.184
6.000 299.184
6.000 298.834
6.000 298.834
6.000 299.184
7.500 299.184
8.532 300.732
0+260.000 299.207 0.000 299.207
9.090 301.822
7.500 299.437
6.000 299.437
6.000 299.087
6.000 299.087
6.000 299.437
7.500 299.437
8.662 301.180
0+280.000 299.297 0.000 299.297
9.268 302.179
7.500 299.527
6.000 299.527
6.000 299.177
6.000 299.177
6.000 299.527
7.500 299.527
8.736 301.380
0+300.000 299.224 0.000 299.224
10.152 303.432
7.500 299.454
6.000 299.454
6.000 299.104
6.000 299.104
6.000 299.454
7.500 299.454
8.596 301.097
A B C D E104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154
Page 12
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
0+320.000 299.080 0.000 299.080
9.633 302.510
7.500 299.310
6.000 299.310
6.000 298.960
6.000 298.960
6.000 299.310
7.500 299.310
8.329 300.554
0+340.000 298.936 0.000 298.936
8.361 300.458
7.500 299.166
6.000 299.166
6.000 298.816
6.000 298.816
6.000 299.166
7.500 299.166
7.845 299.684
0+360.000 298.792 0.000 298.792
7.975 299.734
7.500 299.022
6.000 299.022
6.000 298.672
6.000 298.672
6.000 299.022
7.500 299.022
8.297 298.225
0+380.000 298.648 0.000 298.648
7.551 298.955
7.500 298.878
6.000 298.878
6.000 298.528
6.000 298.528
6.000 298.878
7.500 298.878
10.800 295.578
0+400.000 298.567 0.000 298.567
7.543 298.754
7.500 298.797
6.000 298.797
6.000 298.447
6.000 298.447
6.000 298.797
7.500 298.797
7.653 299.027
0+420.000 298.630 0.000 298.630
8.150 299.834
7.500 298.860
6.000 298.860
6.000 298.510
6.000 298.510
A B C D E155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205
Page 13
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
6.000 298.860
7.500 298.860
8.129 299.804
0+440.000 298.836 0.000 298.836
8.303 300.270
7.500 299.066
6.000 299.066
6.000 298.716
6.000 298.716
6.000 299.066
7.500 299.066
8.341 300.327
0+460.000 299.122 0.000 299.122
8.152 300.330
7.500 299.352
6.000 299.352
6.000 299.002
6.000 299.002
6.000 299.352
7.500 299.352
8.068 300.205
0+480.000 299.409 0.000 299.409
7.820 300.119
7.500 299.639
6.000 299.639
6.000 299.289
6.000 299.289
6.000 299.639
7.500 299.639
7.573 299.749
0+500.000 299.696 0.000 299.696
7.596 299.829
7.500 299.926
6.000 299.926
6.000 299.576
6.000 299.576
6.000 299.926
7.500 299.926
7.878 299.547
0+520.000 299.983 0.000 299.983
8.008 299.704
7.500 300.213
6.000 300.213
6.000 299.863
6.000 299.863
6.000 300.213
7.500 300.213
8.359 299.354
0+540.000 300.226 0.000 300.226
8.610 299.346
7.500 300.456
A B C D E206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256
Page 14
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
6.000 300.456
6.000 300.106
6.000 300.106
6.000 300.456
7.500 300.456
8.982 298.974
0+560.000 300.326 0.000 300.326
9.666 298.390
7.500 300.556
6.000 300.556
6.000 300.206
6.000 300.206
6.000 300.556
7.500 300.556
9.446 298.610
0+580.000 300.278 0.000 300.278
9.356 298.652
7.500 300.508
6.000 300.508
6.000 300.158
6.000 300.158
6.000 300.508
7.500 300.508
10.477 297.532
0+600.000 300.126 0.000 300.126
8.706 299.150
7.500 300.356
6.000 300.356
6.000 300.006
6.000 300.006
6.000 300.356
7.500 300.356
9.398 298.458
0+620.000 299.969 0.000 299.969
8.523 299.176
7.500 300.199
6.000 300.199
6.000 299.849
6.000 299.849
6.000 300.199
7.500 300.199
8.945 298.754
A B C D E257258259260261262263264265266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298
Page 15
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
DESCRIPCION
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
F123456789
10111213141516171819202122232425262728293031323334353637383940414243444546474849505152
Page 16
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
F5354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899
100101102103
Page 17
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
F104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154
Page 18
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
F155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205
Page 19
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
F206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256
Page 20
ESTACAS LATERALES
SECCIONO________________
FECHA___________________
REVISO_________________
FECHA__________________
APROBO_________________
FECHA___________________
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
CL
Cero
Hombro Subrasante
Hombro Subrasante
Cero
F257258259260261262263264265266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298
Page 21
CAMINO:
TRAMO: ESTACION:
SUB-TRAMO: ORIGEN:
S I M B O L O G I A
DC DESPALME EN CORTE
DT DESPALME EN TERRAPLEN
C CORTE
T TERRAPLEN
SBY SUBYACENTE
CA CARPETA
10,000.00 AREAS V O L U M E N E S
ELEVACIONES ESPESORES DESPALME
C T SBY CA
DESPALME
TN SUBRASANTE C T DC DT DC
0+000.000 295.860 294.000 1.86 0.00 0.00 0.00 35.17 0.00 4.80 1.80
0+020.000 296.760 295.006 1.75 0.00 0.00 0.00 32.81 0.00 4.80 1.80 1.00 10.00 0.00
0+040.000 298.070 296.006 2.06 0.00 0.00 0.00 37.04 0.00 4.80 1.80 1.00 10.00 0.00
0+060.000 298.880 296.791 2.09 0.00 0.00 0.00 38.21 0.00 4.80 1.80 1.00 10.00 0.00
0+080.000 299.060 297.265 1.80 0.00 0.00 0.00 33.40 0.00 4.80 1.80 1.00 10.00 0.00
0+100.000 298.990 297.433 1.56 0.00 0.00 0.00 29.74 0.00 4.80 1.80 1.00 10.00 0.00
0+120.000 298.460 297.504 0.96 0.00 0.00 0.00 19.75 0.00 4.80 1.80 1.00 10.00 0.00
0+140.000 297.430 297.577 0.00 0.15 0.00 0.00 5.24 0.00 7.53 1.80 1.00 10.00 0.00
0+160.000 292.680 297.714 0.00 5.03 0.00 0.00 0.00 88.37 7.72 1.80 1.00 10.00 0.00
0+180.000 297.190 297.943 0.00 0.75 0.00 0.00 0.00 5.27 7.72 1.80 1.00 10.00 0.00
0+200.000 298.350 298.262 0.09 0.00 0.00 0.00 7.84 0.00 6.20 1.80 1.00 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.
COORDENADA INICIAL DE CURVA MASA
SECCIONES DE TN
LEVANTADAS EN CAMPO
Factor de abundamiento
en corte
SEMI- DISTANCIA
Page 22
0+220.000 299.850 298.608 1.24 0.00 0.00 0.00 25.71 0.00 4.80 1.80 1.00 10.00 0.00
0+240.000 301.090 298.954 2.14 0.00 0.00 0.00 39.23 0.00 4.80 1.80 1.00 10.00 0.00
0+260.000 301.440 299.207 2.23 0.00 0.00 0.00 41.54 0.00 4.80 1.80 1.00 10.00 0.00
0+280.000 301.660 299.297 2.36 0.00 0.00 0.00 44.38 0.00 4.80 1.80 1.00 10.00 0.00
0+300.000 301.510 299.224 2.29 0.00 0.00 0.00 48.57 0.00 4.80 1.80 1.00 10.00 0.00
0+320.000 300.920 299.080 1.84 0.00 0.00 0.00 39.40 0.00 4.80 1.80 1.00 10.00 0.00
0+340.000 299.990 298.936 1.05 0.00 0.00 0.00 21.75 0.00 4.80 1.80 1.00 10.00 0.00
0+360.000 299.080 298.792 0.29 0.00 0.00 0.00 9.89 0.00 6.26 1.80 1.00 10.00 0.00
0+380.000 298.200 298.648 0.00 0.45 0.00 0.00 1.91 9.99 6.26 1.80 1.00 10.00 0.00
0+400.000 298.901 298.567 0.33 0.00 0.00 0.00 10.95 0.00 5.98 1.80 1.00 10.00 0.00
0+420.000 299.801 298.630 1.17 0.00 0.00 0.00 23.12 0.00 4.80 1.80 1.00 10.00 0.00
0+440.000 300.229 298.836 1.39 0.00 0.00 0.00 27.00 0.00 4.80 1.80 1.00 10.00 0.00
0+460.000 300.218 299.122 1.10 0.00 0.00 0.00 22.16 0.00 4.80 1.80 1.00 10.00 0.00
0+480.000 299.856 299.409 0.45 0.00 0.00 0.00 12.12 0.00 4.80 1.80 1.00 10.00 0.00
0+500.000 299.632 299.696 0.00 0.06 0.00 0.00 6.94 0.00 7.39 1.80 1.00 10.00 0.00
0+520.000 299.593 299.983 0.00 0.39 0.00 0.00 1.18 0.23 7.68 1.80 1.00 10.00 0.00
0+540.000 299.179 300.226 0.00 1.05 0.00 0.00 0.00 9.76 7.72 1.80 1.00 10.00 0.00
0+560.000 298.860 300.326 0.00 1.47 0.00 0.00 0.00 20.66 7.72 1.80 1.00 10.00 0.00
0+580.000 298.159 300.278 0.00 2.12 0.00 0.00 0.00 29.97 7.72 1.80 1.00 10.00 0.00
0+600.000 298.748 300.126 0.00 1.38 0.00 0.00 0.00 15.00 7.72 1.80 1.00 10.00 0.00
0+620.000 298.518 299.969 0.00 1.45 0.00 0.00 0.00 10.43 7.72 1.80 1.00 10.00 0.00
Page 23
V O L U M E N E S
DESPALME
C T SBY CA
DT
0+000.000 10,000.00
0.00 679.77 0.00 96.00 36.00 0+020.000 10,679.77
0.00 698.49 0.00 96.00 36.00 0+040.000 11,378.26
0.00 752.48 0.00 96.00 36.00 0+060.000 12,130.74
0.00 716.03 0.00 96.00 36.00 0+080.000 12,846.77
0.00 631.40 0.00 96.00 36.00 0+100.000 13,478.17
0.00 494.95 0.00 96.00 36.00 0+120.000 13,973.11
0.00 249.88 0.00 123.32 36.00 0+140.000 14,223.00
0.00 52.39 883.65 152.48 36.00 0+160.000 13,391.73
0.00 0.00 936.32 154.32 36.00 0+180.000 12,455.41
0.00 78.42 52.67 139.19 36.00 0+200.000 12,481.16
RESUMEN (ORDENADAS DE LA CURVA MASA)
Page 24
0.00 335.51 0.00 110.03 36.00 0+220.000 12,816.67
0.00 649.36 0.00 96.00 36.00 0+240.000 13,466.03
0.00 807.68 0.00 96.00 36.00 0+260.000 14,273.71
0.00 859.22 0.00 96.00 36.00 0+280.000 15,132.93
0.00 929.52 0.00 96.00 36.00 0+300.000 16,062.45
0.00 879.75 0.00 96.00 36.00 0+320.000 16,942.20
0.00 611.49 0.00 96.00 36.00 0+340.000 17,553.69
0.00 316.36 0.00 110.58 36.00 0+360.000 17,870.05
0.00 117.98 99.95 125.16 36.00 0+380.000 17,888.08
0.00 128.61 99.95 122.38 36.00 0+400.000 17,916.74
0.00 340.69 0.00 107.80 36.00 0+420.000 18,257.43
0.00 501.14 0.00 96.00 36.00 0+440.000 18,758.56
0.00 491.62 0.00 96.00 36.00 0+460.000 19,250.18
0.00 342.87 0.00 96.00 36.00 0+480.000 19,593.05
0.00 190.66 0.00 121.91 36.00 0+500.000 19,783.71
0.00 81.25 2.30 150.66 36.00 0+520.000 19,862.66
0.00 11.83 99.95 153.91 36.00 0+540.000 19,774.53
0.00 0.00 304.22 154.32 36.00 0+560.000 19,470.31
0.00 0.00 506.26 154.32 36.00 0+580.000 18,964.05
0.00 0.00 449.70 154.32 36.00 0+600.000 18,514.35
0.00 0.00 254.33 154.32 36.00 0+620.000 18,260.02