

                         MOVIMIENTOS DE TIERRA

  C:\Users\Proyectos\OneDrive\TOPOGRAFIA FUNZA_V1\CANTIDADES\DATOS CALCULO VOLUMENES\FALLOS\MAYO-JUNIO\VOL-FALLO K0+200 A K0+250.txt
                                               01/JUL/26   1:43pm  Pagina 1
                                                  VOL-FALLO K0+200 A K0+250
         ==================================================================
         ESTACION      AREAS(M2)     DISTANCIA   VOLUMENES(M3)     ORDENADA
                   CORTE   TERRAPLEN           CORTE  TERRAPLEN  CURVA MASA
         ==================================================================
         0+200.00    8.92      0.00    0.00     0.00       0.00   10,000.00
         0+210.00    8.91      0.00   10.00    89.15       0.00   10,089.15
         0+220.00    8.90      0.00   10.00    89.05       0.00   10,178.20
         0+230.00    8.93      0.00   10.00    89.15       0.00   10,267.35
         0+240.00    8.91      0.00   10.00    89.20       0.00   10,356.55
         0+250.00    8.94      0.00   10.00    89.25       0.00   10,445.80

                                             TOTAL VOLUMEN CORTE = 445.80m3
                                           TOTAL VOLUMEN TERRAPLEN = 0.00m3
                                                   COEF. ABUNDAMIENTO: 1.00


                         MOVIMIENTOS DE TIERRA

  C:\Users\Proyectos\OneDrive\TOPOGRAFIA FUNZA_V1\CANTIDADES\DATOS CALCULO VOLUMENES\FALLOS\MAYO-JUNIO\VOL-FALLO K0+200 A K0+250.txt
                                               01/JUL/26   1:43pm  Pagina 1
                                                  VOL-FALLO K0+200 A K0+250
         ==================================================================
         ESTACION        ELEVACIONES             ESPESORES
                      TERRENO   SUBRASANTE     CORTE  TERRAPLEN
         ==================================================================
         0+200.00    2,546.97  2,545.76         1.21       ----
         0+210.00    2,546.97  2,545.77         1.20       ----
         0+220.00    2,546.95  2,545.75         1.20       ----
         0+230.00    2,546.85  2,545.65         1.20       ----
         0+240.00    2,546.82  2,545.61         1.21       ----
         0+250.00    2,546.76  2,545.55         1.21       ----
