

                         MOVIMIENTOS DE TIERRA

  C:\Users\Proyectos\OneDrive\TOPOGRAFIA FUNZA_V1\CANTIDADES\DATOS CALCULO VOLUMENES\FALLOS\MARZO\VOL_FALLO K0+358.5 A K0+364.txt
                                              
                                        VOLUMEN FALLO K0+358.5 A K0+364 IZQ
         ==================================================================
         ESTACION      AREAS(M2)     DISTANCIA   VOLUMENES(M3)     ORDENADA
                   CORTE   TERRAPLEN           CORTE  TERRAPLEN  CURVA MASA
         ==================================================================
         0+000.00    3.08      0.00    0.00     0.00       0.00   10,000.00
         0+001.00    3.08      0.00    1.00     3.08       0.00   10,003.08
         0+002.00    3.08      0.00    1.00     3.08       0.00   10,006.16
         0+003.00    3.09      0.00    1.00     3.08       0.00   10,009.25
         0+004.00    3.09      0.00    1.00     3.09       0.00   10,012.33
         0+005.50    3.09      0.00    1.50     4.64       0.00   10,016.97

                                              TOTAL VOLUMEN CORTE = 16.97m3
                                           TOTAL VOLUMEN TERRAPLEN = 0.00m3
                                                   COEF. ABUNDAMIENTO: 1.00


                         MOVIMIENTOS DE TIERRA

  C:\Users\Proyectos\OneDrive\TOPOGRAFIA FUNZA_V1\CANTIDADES\DATOS CALCULO VOLUMENES\FALLOS\MARZO\VOL_FALLO K0+358.5 A K0+364.txt
                                            
                                        VOLUMEN FALLO K0+358.5 A K0+364 IZQ
         ==================================================================
         ESTACION        ELEVACIONES             ESPESORES
                      TERRENO   SUBRASANTE     CORTE  TERRAPLEN
         ==================================================================
         0+000.00    2,545.60  2,544.32         1.28       ----
         0+001.00    2,545.60  2,544.32         1.28       ----
         0+002.00    2,545.61  2,544.32         1.29       ----
         0+003.00    2,545.61  2,544.32         1.29       ----
         0+004.00    2,545.61  2,544.32         1.29       ----
         0+005.50    2,545.61  2,544.32         1.29       ----
