

                         MOVIMIENTOS DE TIERRA

  C:\Users\Proyectos\OneDrive\TOPOGRAFIA FUNZA_V1\CANTIDADES\Cantidades de obra\CANTIDADES 30-06-2026\VOLUMEN EXCAVACION K0+200 AL K0+250.txt
                                               25/JUN/26   4:32pm  Pagina 1
                                        VOLUMEN EXCAVACIN K0+200 AL K0+250
         ==================================================================
         ESTACION      AREAS(M2)     DISTANCIA   VOLUMENES(M3)     ORDENADA
                   CORTE   TERRAPLEN           CORTE  TERRAPLEN  CURVA MASA
         ==================================================================
         0+200.00    7.62      0.00    0.00     0.00       0.00   10,000.00
         0+210.00    8.51      0.00   10.00    80.63       0.00   10,080.63
         0+220.00    8.64      0.00   10.00    85.75       0.00   10,166.38
         0+230.00    8.24      0.00   10.00    84.42       0.00   10,250.80
         0+240.00    8.29      0.00   10.00    82.66       0.00   10,333.47
         0+250.00    7.32      0.00   10.00    78.05       0.00   10,411.52

                                             TOTAL VOLUMEN CORTE = 411.52m3
                                           TOTAL VOLUMEN TERRAPLEN = 0.00m3
                                                   COEF. ABUNDAMIENTO: 1.00


                         MOVIMIENTOS DE TIERRA

  C:\Users\Proyectos\OneDrive\TOPOGRAFIA FUNZA_V1\CANTIDADES\Cantidades de obra\CANTIDADES 30-06-2026\VOLUMEN EXCAVACION K0+200 AL K0+250.txt
                                               25/JUN/26   4:32pm  Pagina 1
                                        VOLUMEN EXCAVACIN K0+200 AL K0+250
         ==================================================================
         ESTACION        ELEVACIONES             ESPESORES
                      TERRENO   SUBRASANTE     CORTE  TERRAPLEN
         ==================================================================
         0+200.00    2,546.97  2,545.95         1.03       ----
         0+210.00    2,546.97  2,545.88         1.09       ----
         0+220.00    2,546.95  2,545.80         1.15       ----
         0+230.00    2,546.85  2,545.75         1.10       ----
         0+240.00    2,546.82  2,545.75         1.07       ----
         0+250.00    2,546.76  2,545.78         0.98       ----
