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  • 7/21/2019 Volumen Corte Conduccion

    1/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    0 0.41 0

    20 0.33 0 20 7.4 7.4 0 0 0 7.4 0 7.4

    40 0.35 0 20 6.8 6.8 0 0 0 6.8 0 14.2

    60 0.31 0 20 6.6 6.6 0 0 0 6.6 0 20.8

    80 0.79 0 20 11 11 0 0 0 11 0 31.8

    100 0.41 0 20 12 12 0 0 0 12 0 43.8

    120 0 4.26 20 2.05 2.05 0 0 21.3 2.05 21.3 24.55

    140 0.53 0 20 2.65 2.65 0 0 21.3 2.65 21.3 5.9

    160 0.34 0 20 8.7 8.7 0 0 0 8.7 0 14.6

    180 0.41 0 20 7.5 7.5 0 0 0 7.5 0 22.1

    200 0.27 0 20 6.8 6.8 0 0 0 6.8 0 28.9

    220 0.47 0 20 7.4 7.4 0 0 0 7.4 0 36.3

    240 0.46 0 20 9.3 9.3 0 0 0 9.3 0 45.6260 0.91 0 20 13.7 13.7 0 0 0 13.7 0 59.3

    280 0.83 0 20 17.4 17.4 0 0 0 17.4 0 76.7

    300 0.69 0 20 15.2 15.2 0 0 0 15.2 0 91.9

    320 0.72 0 20 14.1 14.1 0 0 0 14.1 0 106

    340 0.75 0 20 14.7 14.7 0 0 0 14.7 0 120.7

    360 0.44 0 20 11.9 11.9 0 0 0 11.9 0 132.6

    380 0.42 0 20 8.6 8.6 0 0 0 8.6 0 141.2

    400 0.5 0 20 9.2 9.2 0 0 0 9.2 0 150.4

    420 0.47 0 20 9.7 9.7 0 0 0 9.7 0 160.1

    440 0.9 0 20 13.7 13.7 0 0 0 13.7 0 173.8

    460 0.61 0 20 15.1 15.1 0 0 0 15.1 0 188.9

    480 0.7 0 20 13.1 13.1 0 0 0 13.1 0 202

    500 0.65 0 20 13.5 13.5 0 0 0 13.5 0 215.5

    520 0.7 0 20 13.5 13.5 0 0 0 13.5 0 229

    540 0.65 0 20 13.5 13.5 0 0 0 13.5 0 242.5

    560 0.47 0 20 11.2 11.2 0 0 0 11.2 0 253.7

    580 0.84 0 20 13.1 13.1 0 0 0 13.1 0 266.8

    600 0.68 0 20 15.2 15.2 0 0 0 15.2 0 282

    620 0.82 0 20 15 15 0 0 0 15 0 297

    640 0.97 0 20 17.9 17.9 0 0 0 17.9 0 314.9

    660 0.41 0 20 13.8 13.8 0 0 0 13.8 0 328.7

    680 0.87 0 20 12.8 12.8 0 0 0 12.8 0 341.5

    700 0.86 0 20 17.3 17.3 0 0 0 17.3 0 358.8

    720 0.91 0 20 17.7 17.7 0 0 0 17.7 0 376.5

    740 0.96 0 20 18.7 18.7 0 0 0 18.7 0 395.2

    760 0.57 0 20 15.3 15.3 0 0 0 15.3 0 410.5

    780 0.94 0 20 15.1 15.1 0 0 0 15.1 0 425.6

    800 0.33 0 20 12.7 12.7 0 0 0 12.7 0 438.3

    820 0.7 0 20 10.3 10.3 0 0 0 10.3 0 448.6

    840 0.51 0 20 12.1 12.1 0 0 0 12.1 0 460.7

    860 0.56 0 20 10.7 10.7 0 0 0 10.7 0 471.4

    880 0.33 0 20 8.9 8.9 0 0 0 8.9 0 480.3

    900 0.35 0 20 6.8 6.8 0 0 0 6.8 0 487.1

    920 0.52 0 20 8.7 8.7 0 0 0 8.7 0 495.8

    940 0.39 0 20 9.1 9.1 0 0 0 9.1 0 504.9

    960 1.01 0 20 14 14 0 0 0 14 0 518.9

    980 0.93 0 20 19.4 19.4 0 0 0 19.4 0 538.3

    1000 0.85 0 20 17.8 17.8 0 0 0 17.8 0 556.1

    Sub-Total: 59.! 59.! " " #$.%

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    2/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    1020 0.39 0 20 12.4 12.4 0 0 0 12.4 0 568.5

    1040 0.35 0 20 7.4 7.4 0 0 0 7.4 0 575.9

    1060 0.58 0 20 9.3 9.3 0 0 0 9.3 0 585.2

    1080 0.54 0 20 11.2 11.2 0 0 0 11.2 0 596.4

    1100 0.53 0 20 10.7 10.7 0 0 0 10.7 0 607.1

    1120 0.53 0 20 10.6 10.6 0 0 0 10.6 0 617.7

    1140 0.52 0 20 10.5 10.5 0 0 0 10.5 0 628.2

    1160 0.51 0 20 10.3 10.3 0 0 0 10.3 0 638.5

    1180 0.51 0 20 10.2 10.2 0 0 0 10.2 0 648.7

    1200 0.68 0 20 11.9 11.9 0 0 0 11.9 0 660.6

    1220 0.58 0 20 12.6 12.6 0 0 0 12.6 0 673.2

    1240 0.61 0 20 11.9 11.9 0 0 0 11.9 0 685.1

    1260 0.61 0 20 12.2 12.2 0 0 0 12.2 0 697.3

    1280 0.5 0 20 11.1 11.1 0 0 0 11.1 0 708.4

    1300 0.56 0 20 10.6 10.6 0 0 0 10.6 0 719

    1320 0.64 0 20 12 12 0 0 0 12 0 731

    1340 0.42 0 20 10.6 10.6 0 0 0 10.6 0 741.6

    1360 0.49 0 20 9.1 9.1 0 0 0 9.1 0 750.7

    1380 0.52 0 20 10.1 10.1 0 0 0 10.1 0 760.8

    1400 0.48 0 20 10 10 0 0 0 10 0 770.8

    1420 0.94 0 20 14.2 14.2 0 0 0 14.2 0 785

    1440 0.44 0 20 13.8 13.8 0 0 0 13.8 0 798.8

    1460 0.55 0 20 9.9 9.9 0 0 0 9.9 0 808.7

    1480 0.5 0 20 10.5 0 10.5 0 0 10.5 0 819.2

    1500 0.65 0 20 11.5 0 11.5 0 0 11.5 0 830.7

    1520 0.69 0 20 13.4 0 13.4 0 0 13.4 0 844.1

    1540 1.29 0 20 19.8 19.8 0 0 0 19.8 0 863.91560 0.64 0 20 19.3 19.3 0 0 0 19.3 0 883.2

    1580 0.6 0 20 12.4 12.4 0 0 0 12.4 0 895.6

    1600 0.32 0 20 9.2 9.2 0 0 0 9.2 0 904.8

    1620 1.26 0 20 15.8 0 0 15.8 0 15.8 0 920.6

    1640 0.38 0 20 16.4 0 0 16.4 0 16.4 0 937

    1660 0.37 0 20 7.5 0 0 7.5 0 7.5 0 944.5

    1680 0.61 0 20 9.8 0 0 9.8 0 9.8 0 954.3

    1700 0.61 0 20 12.2 0 0 12.2 0 12.2 0 966.5

    1720 0.1 0 20 7.1 0 0 7.1 0 7.1 0 973.6

    1740 0.76 0 20 8.6 0 0 8.6 0 8.6 0 982.2

    1760 0.82 0 20 15.8 15.8 0 0 0 15.8 0 998

    1780 0.63 0 20 14.5 14.5 0 0 0 14.5 0 1012.5

    1800 0.6 0 20 12.3 12.3 0 0 0 12.3 0 1024.8

    1820 0.5 0 20 11 11 0 0 0 11 0 1035.8

    1840 0.34 0 20 8.4 8.4 0 0 0 8.4 0 1044.2

    1860 0.88 0 20 12.2 12.2 0 0 0 12.2 0 1056.4

    1880 1.01 0 20 18.9 18.9 0 0 0 18.9 0 1075.3

    1900 0.5 0 20 15.1 15.1 0 0 0 15.1 0 1090.4

    1920 0.53 0 20 10.3 10.3 0 0 0 10.3 0 1100.7

    1940 0.69 0 20 12.2 0 12.2 0 0 12.2 0 1112.9

    1960 1.21 0 20 19 0 19 0 0 19 0 1131.9

    1980 0.23 0 20 14.4 0 14.4 0 0 14.4 0 1146.3

    2000 0.28 0 20 5.1 0 5.1 0 0 5.1 0 1151.4

    Sub-Total: 595.& #&'. %.' !!.# "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    3/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    2020 0.35 0 20 6.3 0 6.3 0 0 6.3 0 1157.7

    2040 0.29 0 20 6.4 0 6.4 0 0 6.4 0 1164.1

    2060 0.76 0 20 10.5 0 10.5 0 0 10.5 0 1174.6

    2080 0.68 0 20 14.4 0 14.4 0 0 14.4 0 1189

    2100 0.52 0 20 12 0 12 0 0 12 0 1201

    2120 0.44 0 20 9.6 0 9.6 0 0 9.6 0 1210.6

    2140 0.52 0 20 9.6 0 9.6 0 0 9.6 0 1220.2

    2160 0.58 0 20 11 0 11 0 0 11 0 1231.2

    2180 0.63 0 20 12.1 0 12.1 0 0 12.1 0 1243.3

    2200 0.69 0 20 13.2 0 13.2 0 0 13.2 0 1256.5

    2220 0.74 0 20 14.3 0 14.3 0 0 14.3 0 1270.8

    2240 0.92 0 20 16.6 0 16.6 0 0 16.6 0 1287.4

    2260 0.7 0 20 16.2 0 16.2 0 0 16.2 0 1303.6

    2280 0.69 0 20 13.9 0 13.9 0 0 13.9 0 1317.5

    2300 0.6 0 20 12.9 0 12.9 0 0 12.9 0 1330.4

    2320 1.14 0 20 17.4 0 17.4 0 0 17.4 0 1347.8

    2340 0.81 0 20 19.5 0 19.5 0 0 19.5 0 1367.3

    2360 0.64 0 20 14.5 0 14.5 0 0 14.5 0 1381.8

    2380 0.49 0 20 11.3 0 11.3 0 0 11.3 0 1393.1

    2400 0.48 0 20 9.7 0 9.7 0 0 9.7 0 1402.8

    2420 0.49 0 20 9.7 0 9.7 0 0 9.7 0 1412.5

    2440 0.5 0 20 9.9 0 9.9 0 0 9.9 0 1422.4

    2460 0.62 0 20 11.2 0 11.2 0 0 11.2 0 1433.6

    2480 0.84 0 20 14.6 0 14.6 0 0 14.6 0 1448.2

    2500 0.58 0 20 14.2 14.2 0 0 0 14.2 0 1462.4

    2520 0.63 0 20 12.1 12.1 0 0 0 12.1 0 1474.52540 0.55 0 20 11.8 11.8 0 0 0 11.8 0 1486.3

    2560 0.47 0 20 10.2 10.2 0 0 0 10.2 0 1496.5

    2580 1.07 0 20 15.4 15.4 0 0 0 15.4 0 1511.9

    2600 0.67 0 20 17.4 17.4 0 0 0 17.4 0 1529.3

    2620 1.14 0 20 18.1 18.1 0 0 0 18.1 0 1547.4

    2640 0.8 0 20 19.4 19.4 0 0 0 19.4 0 1566.8

    2660 0.67 0 20 14.7 14.7 0 0 0 14.7 0 1581.5

    2680 0.56 0 20 12.3 12.3 0 0 0 12.3 0 1593.8

    2700 0.48 0 20 10.4 10.4 0 0 0 10.4 0 1604.2

    2720 0.93 0 20 14.1 14.1 0 0 0 14.1 0 1618.3

    2740 0.64 0 20 15.7 15.7 0 0 0 15.7 0 1634

    2760 0.76 0 20 14 14 0 0 0 14 0 1648

    2780 0.84 0 20 16 16 0 0 0 16 0 1664

    2800 0.55 0 20 13.9 13.9 0 0 0 13.9 0 1677.9

    2820 0.86 0 20 14.1 14.1 0 0 0 14.1 0 1692

    2840 1.02 0 20 18.8 18.8 0 0 0 18.8 0 1710.8

    2860 0.7 0 20 17.2 17.2 0 0 0 17.2 0 1728

    2880 0.94 0 20 16.4 16.4 0 0 0 16.4 0 1744.4

    2900 0.88 0 20 18.2 18.2 0 0 0 18.2 0 1762.6

    2920 0.76 0 20 16.4 16.4 0 0 0 16.4 0 1779

    2940 0.85 0 20 16.1 16.1 0 0 0 16.1 0 1795.1

    2960 0.8 0 20 16.5 16.5 0 0 0 16.5 0 1811.6

    2980 0.73 0 20 15.3 15.3 0 0 0 15.3 0 1826.9

    3000 0.62 0 20 13.5 13.5 0 0 0 13.5 0 1840.4

    Sub-Total: %9 &9$.$ $9%. " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    4/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    3020 0.68 0 20 13 13 0 0 0 13 0 1853.4

    3040 0.77 0 20 14.5 14.5 0 0 0 14.5 0 1867.9

    3060 1.24 0 20 20.1 20.1 0 0 0 20.1 0 1888

    3080 0.66 0 20 19 19 0 0 0 19 0 1907

    3100 0.65 0 20 13.1 13.1 0 0 0 13.1 0 1920.1

    3120 0.64 0 20 12.9 12.9 0 0 0 12.9 0 1933

    3140 0.64 0 20 12.8 12.8 0 0 0 12.8 0 1945.8

    3160 0.63 0 20 12.7 12.7 0 0 0 12.7 0 1958.5

    3180 1.41 0 20 20.4 0 0 20.4 0 20.4 0 1978.9

    3200 0.92 0 20 23.3 0 0 23.3 0 23.3 0 2002.2

    3220 0.69 0 20 16.1 0 0 16.1 0 16.1 0 2018.3

    3240 0.63 0 20 13.2 0 0 13.2 0 13.2 0 2031.5

    3260 0.84 0 20 14.7 0 0 14.7 0 14.7 0 2046.2

    3280 1.32 0 20 21.6 0 0 21.6 0 21.6 0 2067.8

    3300 1.43 0 20 27.5 0 0 27.5 0 27.5 0 2095.3

    3320 0.75 0 20 21.8 0 0 21.8 0 21.8 0 2117.1

    3340 1 0 20 17.5 0 0 17.5 0 17.5 0 2134.6

    3360 0.29 0 20 12.9 0 0 12.9 0 12.9 0 2147.5

    3380 0.53 0 20 8.2 0 0 8.2 0 8.2 0 2155.7

    3400 0.94 0 20 14.7 0 0 14.7 0 14.7 0 2170.4

    3420 0.54 0 20 14.8 14.8 0 0 0 14.8 0 2185.2

    3440 0.43 0 20 9.7 9.7 0 0 0 9.7 0 2194.9

    3460 0.07 0 20 5 5 0 0 0 5 0 2199.9

    3480 0.63 0 20 7 7 0 0 0 7 0 2206.9

    3500 0.81 0 20 14.4 14.4 0 0 0 14.4 0 2221.3

    3520 0.38 0 20 11.9 0 0 11.9 0 11.9 0 2233.2

    3540 0.85 0 20 12.3 0 0 12.3 0 12.3 0 2245.53560 0.98 0 20 18.3 0 0 18.3 0 18.3 0 2263.8

    3580 0.43 0 20 14.1 0 0 14.1 0 14.1 0 2277.9

    3600 2.28 0 20 27.1 0 0 27.1 0 27.1 0 2305

    3620 1.71 0 20 39.9 0 0 39.9 0 39.9 0 2344.9

    3640 0.28 0 20 19.9 0 0 19.9 0 19.9 0 2364.8

    3660 0.56 0 20 8.4 0 0 8.4 0 8.4 0 2373.2

    3680 0.64 0 20 12 0 0 12 0 12 0 2385.2

    3700 0.81 0 20 14.5 0 0 14.5 0 14.5 0 2399.7

    3720 0.36 0 20 11.7 0 0 11.7 0 11.7 0 2411.4

    3740 0.27 0 20 6.3 0 0 6.3 0 6.3 0 2417.7

    3760 0.96 0 20 12.3 0 0 12.3 0 12.3 0 2430

    3780 0.8 0 20 17.6 0 0 17.6 0 17.6 0 2447.6

    3800 0.3 0 20 11 0 0 11 0 11 0 2458.6

    3820 0.56 0 20 8.6 0 0 8.6 0 8.6 0 2467.2

    3840 0.64 0 20 12 0 0 12 0 12 0 2479.2

    3860 0.95 0 20 15.9 0 0 15.9 0 15.9 0 2495.1

    3880 0.91 0 20 18.6 0 0 18.6 0 18.6 0 2513.7

    3900 0.65 0 20 15.6 0 0 15.6 0 15.6 0 2529.3

    3920 0.73 0 20 13.8 0 0 13.8 0 13.8 0 2543.1

    3940 0.65 0 20 13.8 0 0 13.8 0 13.8 0 2556.9

    3960 1.5 0 20 21.5 0 0 21.5 0 21.5 0 2578.4

    3980 0.92 0 20 24.2 0 0 24.2 0 24.2 0 2602.6

    4000 0.92 0 20 18.4 0 0 18.4 0 18.4 0 2621

    Sub-Total: !".% '%9 " %''.% "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    5/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    4020 0.92 0 20 18.4 0 18.4 0 0 18.4 0 2639.4

    4040 0.92 0 20 18.4 0 18.4 0 0 18.4 0 2657.8

    4060 0.92 0 20 18.4 0 18.4 0 0 18.4 0 2676.2

    4080 1.46 0 20 23.8 0 23.8 0 0 23.8 0 2700

    4100 1.09 0 20 25.5 0 25.5 0 0 25.5 0 2725.5

    4120 1.15 0 20 22.4 0 22.4 0 0 22.4 0 2747.9

    4140 0.9 0 20 20.5 0 20.5 0 0 20.5 0 2768.4

    4160 0.84 0 20 17.4 0 17.4 0 0 17.4 0 2785.8

    4180 0.78 0 20 16.2 0 16.2 0 0 16.2 0 2802

    4200 0.71 0 20 14.9 0 14.9 0 0 14.9 0 2816.9

    4220 0.83 0 20 15.4 0 15.4 0 0 15.4 0 2832.3

    4240 0.95 0 20 17.8 0 17.8 0 0 17.8 0 2850.1

    4260 1.09 0 20 20.4 0 20.4 0 0 20.4 0 2870.5

    4280 0.77 0 20 18.6 0 18.6 0 0 18.6 0 2889.1

    4300 0.89 0 20 16.6 0 16.6 0 0 16.6 0 2905.7

    4320 0.78 0 20 16.7 16.7 0 0 0 16.7 0 2922.4

    4340 0.68 0 20 14.6 14.6 0 0 0 14.6 0 2937

    4360 0.57 0 20 12.5 12.5 0 0 0 12.5 0 2949.5

    4380 0.39 0 20 9.6 9.6 0 0 0 9.6 0 2959.1

    4400 0.49 0 20 8.8 8.8 0 0 0 8.8 0 2967.9

    4420 0.42 0 20 9.1 9.1 0 0 0 9.1 0 2977

    4440 0.33 0 20 7.5 7.5 0 0 0 7.5 0 2984.5

    4460 0.33 0 20 6.6 6.6 0 0 0 6.6 0 2991.1

    4480 0.37 0 20 7 7 0 0 0 7 0 2998.1

    4500 0.42 0 20 7.9 7.9 0 0 0 7.9 0 3006

    4520 0.41 0 20 8.3 8.3 0 0 0 8.3 0 3014.3

    4540 0.49 0 20 9 9 0 0 0 9 0 3023.34560 0.45 0 20 9.4 9.4 0 0 0 9.4 0 3032.7

    4580 0.7 0 20 11.5 11.5 0 0 0 11.5 0 3044.2

    4600 0.52 0 20 12.2 12.2 0 0 0 12.2 0 3056.4

    4620 0.53 0 20 10.5 10.5 0 0 0 10.5 0 3066.9

    4640 0.61 0 20 11.4 11.4 0 0 0 11.4 0 3078.3

    4660 0.55 0 20 11.6 11.6 0 0 0 11.6 0 3089.9

    4680 0.46 0 20 10.1 10.1 0 0 0 10.1 0 3100

    4700 0.23 0 20 6.9 6.9 0 0 0 6.9 0 3106.9

    4720 0.52 0 20 7.5 7.5 0 0 0 7.5 0 3114.4

    4740 0.45 0 20 9.7 9.7 0 0 0 9.7 0 3124.1

    4760 0.53 0 20 9.8 9.8 0 0 0 9.8 0 3133.9

    4780 0.51 0 20 10.4 10.4 0 0 0 10.4 0 3144.3

    4800 0.35 0 20 8.6 8.6 0 0 0 8.6 0 3152.9

    4820 0.82 0 20 11.7 11.7 0 0 0 11.7 0 3164.6

    4840 0.86 0 20 16.8 16.8 0 0 0 16.8 0 3181.4

    4860 0.77 0 20 16.3 16.3 0 0 0 16.3 0 3197.7

    4880 0.76 0 20 15.3 15.3 0 0 0 15.3 0 3213

    4900 0.75 0 20 15.1 15.1 0 0 0 15.1 0 3228.1

    4920 0.74 0 20 14.9 14.9 0 0 0 14.9 0 3243

    4940 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3257.8

    4960 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3272.6

    4980 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3287.4

    5000 0.74 0 20 14.8 14.8 0 0 0 14.8 0 3302.2

    Sub-Total: %'.$ &9%.5 $#.! " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    6/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    5020 0.56 0 20 13 13 0 0 0 13 0 3315.2

    5040 0.51 0 20 10.7 10.7 0 0 0 10.7 0 3325.9

    5060 0.49 0 20 10 10 0 0 0 10 0 3335.9

    5080 0.22 0 20 7.1 7.1 0 0 0 7.1 0 3343

    5100 0.8 0 20 10.2 10.2 0 0 0 10.2 0 3353.2

    5120 0.83 0 20 16.3 16.3 0 0 0 16.3 0 3369.5

    5140 0.52 0 20 13.5 13.5 0 0 0 13.5 0 3383

    5160 0.38 0 20 9 9 0 0 0 9 0 3392

    5180 0.42 0 20 8 8 0 0 0 8 0 3400

    5200 0.25 0 20 6.7 6.7 0 0 0 6.7 0 3406.7

    5220 0.25 0 20 5 5 0 0 0 5 0 3411.7

    5240 0.5 0 20 7.5 0 0 7.5 0 7.5 0 3419.2

    5260 1.1 0 20 16 0 0 16 0 16 0 3435.2

    5280 1.61 0 20 27.1 0 0 27.1 0 27.1 0 3462.3

    5300 0.95 0 20 25.6 0 0 25.6 0 25.6 0 3487.9

    5320 1.19 0 20 21.4 0 0 21.4 0 21.4 0 3509.3

    5340 0.94 0 20 21.3 0 0 21.3 0 21.3 0 3530.6

    5360 1.01 0 20 19.5 19.5 0 0 0 19.5 0 3550.1

    5380 0.62 0 20 16.3 16.3 0 0 0 16.3 0 3566.4

    5400 0.46 0 20 10.8 10.8 0 0 0 10.8 0 3577.2

    5420 0.3 0 20 7.6 7.6 0 0 0 7.6 0 3584.8

    5440 0.5 0 20 8 8 0 0 0 8 0 3592.8

    5460 0.61 0 20 11.1 11.1 0 0 0 11.1 0 3603.9

    5480 0.73 0 20 13.4 13.4 0 0 0 13.4 0 3617.3

    5500 0.64 0 20 13.7 13.7 0 0 0 13.7 0 3631

    5520 0.56 0 20 12 12 0 0 0 12 0 3643

    5540 0.62 0 20 11.8 11.8 0 0 0 11.8 0 3654.85560 0.89 0 20 15.1 15.1 0 0 0 15.1 0 3669.9

    5580 0.98 0 20 18.7 18.7 0 0 0 18.7 0 3688.6

    5600 0.53 0 20 15.1 15.1 0 0 0 15.1 0 3703.7

    5620 0.75 0 20 12.8 12.8 0 0 0 12.8 0 3716.5

    5640 0.72 0 20 14.7 14.7 0 0 0 14.7 0 3731.2

    5660 0.7 0 20 14.2 14.2 0 0 0 14.2 0 3745.4

    5680 0.67 0 20 13.7 13.7 0 0 0 13.7 0 3759.1

    5700 0.36 0 20 10.3 10.3 0 0 0 10.3 0 3769.4

    5720 0.31 0 20 6.7 6.7 0 0 0 6.7 0 3776.1

    5740 0.25 0 20 5.6 5.6 0 0 0 5.6 0 3781.7

    5760 0.41 0 20 6.6 6.6 0 0 0 6.6 0 3788.3

    5780 0.43 0 20 8.4 8.4 0 0 0 8.4 0 3796.7

    5800 0.37 0 20 8 8 0 0 0 8 0 3804.7

    5820 0.3 0 20 6.7 6.7 0 0 0 6.7 0 3811.4

    5840 0.36 0 20 6.6 6.6 0 0 0 6.6 0 3818

    5860 0.45 0 20 8.1 8.1 0 0 0 8.1 0 3826.1

    5880 0.44 0 20 8.9 8.9 0 0 0 8.9 0 3835

    5900 0.44 0 20 8.8 8.8 0 0 0 8.8 0 3843.8

    5920 0.42 0 20 8.6 8.6 0 0 0 8.6 0 3852.4

    5940 0.41 0 20 8.3 8.3 0 0 0 8.3 0 3860.7

    5960 0.35 0 20 7.6 7.6 0 0 0 7.6 0 3868.3

    5980 0.29 0 20 6.4 6.4 0 0 0 6.4 0 3874.7

    6000 0.34 0 20 6.3 6.3 0 0 0 6.3 0 3881

    Sub-Total: 5!. #59.9 " ''.9 "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    7/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    6020 0.4 0 20 7.4 7.4 0 0 0 7.4 0 3888.4

    6040 0.43 0 20 8.3 8.3 0 0 0 8.3 0 3896.7

    6060 0.46 0 20 8.9 8.9 0 0 0 8.9 0 3905.6

    6080 0.41 0 20 8.7 8.7 0 0 0 8.7 0 3914.3

    6100 0.33 0 20 7.4 7.4 0 0 0 7.4 0 3921.7

    6120 0.29 0 20 6.2 6.2 0 0 0 6.2 0 3927.9

    6140 0.27 0 20 5.6 5.6 0 0 0 5.6 0 3933.5

    6160 0.28 0 20 5.5 5.5 0 0 0 5.5 0 3939

    6180 0.35 0 20 6.3 6.3 0 0 0 6.3 0 3945.3

    6200 0.31 0 20 6.6 6.6 0 0 0 6.6 0 3951.9

    6220 0.24 0 20 5.5 5.5 0 0 0 5.5 0 3957.4

    6240 0.23 0 20 4.7 4.7 0 0 0 4.7 0 3962.1

    6260 0.21 0 20 4.4 4.4 0 0 0 4.4 0 3966.5

    6280 0.19 0 20 4 4 0 0 0 4 0 3970.5

    6300 0.19 0 20 3.8 3.8 0 0 0 3.8 0 3974.3

    6320 0.21 0 20 4 4 0 0 0 4 0 3978.3

    6340 0.24 0 20 4.5 4.5 0 0 0 4.5 0 3982.8

    6360 0.26 0 20 5 5 0 0 0 5 0 3987.8

    6380 0.28 0 20 5.4 5.4 0 0 0 5.4 0 3993.2

    6400 0.3 0 20 5.8 5.8 0 0 0 5.8 0 3999

    6420 0.3 0 20 6 6 0 0 0 6 0 4005

    6440 0.37 0 20 6.7 6.7 0 0 0 6.7 0 4011.7

    6460 0.69 0 20 10.6 10.6 0 0 0 10.6 0 4022.3

    6480 0.79 0 20 14.8 14.8 0 0 0 14.8 0 4037.1

    6500 0.83 0 20 16.2 16.2 0 0 0 16.2 0 4053.3

    6520 0.66 0 20 14.9 14.9 0 0 0 14.9 0 4068.2

    6540 0.48 0 20 11.4 11.4 0 0 0 11.4 0 4079.66560 0.38 0 20 8.6 8.6 0 0 0 8.6 0 4088.2

    6580 0.29 0 20 6.7 6.7 0 0 0 6.7 0 4094.9

    6600 0.41 0 20 7 7 0 0 0 7 0 4101.9

    6620 0.42 0 20 8.3 8.3 0 0 0 8.3 0 4110.2

    6640 0.41 0 20 8.3 8.3 0 0 0 8.3 0 4118.5

    6660 0.32 0 20 7.3 7.3 0 0 0 7.3 0 4125.8

    6680 0.34 0 20 6.6 6.6 0 0 0 6.6 0 4132.4

    6700 0.42 0 20 7.6 7.6 0 0 0 7.6 0 4140

    6720 0.5 0 20 9.2 9.2 0 0 0 9.2 0 4149.2

    6740 0.58 0 20 10.8 10.8 0 0 0 10.8 0 4160

    6760 0.55 0 20 11.3 11.3 0 0 0 11.3 0 4171.3

    6780 0.55 0 20 11 11 0 0 0 11 0 4182.3

    6800 0.57 0 20 11.2 11.2 0 0 0 11.2 0 4193.5

    6820 0.61 0 20 11.8 11.8 0 0 0 11.8 0 4205.3

    6840 0.57 0 20 11.8 11.8 0 0 0 11.8 0 4217.1

    6860 0.49 0 20 10.6 10.6 0 0 0 10.6 0 4227.7

    6880 0.41 0 20 9 9 0 0 0 9 0 4236.7

    6900 0.33 0 20 7.4 7.4 0 0 0 7.4 0 4244.1

    6920 0.35 0 20 6.8 6.8 0 0 0 6.8 0 4250.9

    6940 0.42 0 20 7.7 7.7 0 0 0 7.7 0 4258.6

    6960 0.23 0 20 6.5 6.5 0 0 0 6.5 0 4265.1

    6980 0.1 0 20 3.3 3.3 0 0 0 3.3 0 4268.4

    7000 0.29 0 20 3.9 3.9 0 0 0 3.9 0 4272.3

    Sub-Total: &9'.& &9'.& " " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    8/18

  • 7/21/2019 Volumen Corte Conduccion

    9/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    8020 0.6 0 20 10.5 0 10.5 0 0 10.5 0 4899.2

    8040 0.48 0 20 10.8 0 10.8 0 0 10.8 0 4910

    8060 0.54 0 20 10.2 0 10.2 0 0 10.2 0 4920.2

    8080 0.55 0 20 10.9 0 10.9 0 0 10.9 0 4931.1

    8100 0.39 0 20 9.4 0 9.4 0 0 9.4 0 4940.5

    8120 0.39 0 20 7.8 0 7.8 0 0 7.8 0 4948.3

    8140 0.4 0 20 7.9 0 7.9 0 0 7.9 0 4956.2

    8160 0.4 0 20 8 0 8 0 0 8 0 4964.2

    8180 0.4 0 20 8 0 8 0 0 8 0 4972.2

    8200 0.41 0 20 8.1 0 8.1 0 0 8.1 0 4980.3

    8220 0.41 0 20 8.2 0 8.2 0 0 8.2 0 4988.5

    8240 0.41 0 20 8.2 0 8.2 0 0 8.2 0 4996.7

    8260 0.42 0 20 8.3 0 8.3 0 0 8.3 0 5005

    8280 0.43 0 20 8.5 0 8.5 0 0 8.5 0 5013.5

    8300 0.43 0 20 8.6 0 8.6 0 0 8.6 0 5022.1

    8320 0.43 0 20 8.6 0 8.6 0 0 8.6 0 5030.7

    8340 0.41 0 20 8.4 0 8.4 0 0 8.4 0 5039.1

    8360 0.44 0 20 8.5 0 8.5 0 0 8.5 0 5047.6

    8380 0.48 0 20 9.2 0 9.2 0 0 9.2 0 5056.8

    8400 0.39 0 20 8.7 0 8.7 0 0 8.7 0 5065.5

    8420 0.51 0 20 9 0 9 0 0 9 0 5074.5

    8440 0.43 0 20 9.4 0 9.4 0 0 9.4 0 5083.9

    8460 0.68 0 20 11.1 0 11.1 0 0 11.1 0 5095

    8480 0.51 0 20 11.9 0 11.9 0 0 11.9 0 5106.9

    8500 0.41 0 20 9.2 0 9.2 0 0 9.2 0 5116.1

    8520 0.56 0 20 9.7 0 9.7 0 0 9.7 0 5125.8

    8540 0.82 0 20 13.8 0 13.8 0 0 13.8 0 5139.68560 0.65 0 20 14.7 0 14.7 0 0 14.7 0 5154.3

    8580 0.66 0 20 13.1 0 13.1 0 0 13.1 0 5167.4

    8600 0.83 0 20 14.9 0 14.9 0 0 14.9 0 5182.3

    8620 1.03 0 20 18.6 0 18.6 0 0 18.6 0 5200.9

    8640 0.66 0 20 16.9 0 16.9 0 0 16.9 0 5217.8

    8660 0.58 0 20 12.4 0 12.4 0 0 12.4 0 5230.2

    8680 0.5 0 20 10.8 0 10.8 0 0 10.8 0 5241

    8700 0.43 0 20 9.3 0 9.3 0 0 9.3 0 5250.3

    8720 0.42 0 20 8.5 0 8.5 0 0 8.5 0 5258.8

    8740 0.96 0 20 13.8 0 13.8 0 0 13.8 0 5272.6

    8760 0.71 0 20 16.7 0 16.7 0 0 16.7 0 5289.3

    8780 0.43 0 20 11.4 0 11.4 0 0 11.4 0 5300.7

    8800 0.19 0 20 6.2 0 6.2 0 0 6.2 0 5306.9

    8820 0.29 0 20 4.8 0 4.8 0 0 4.8 0 5311.7

    8840 0.66 0 20 9.5 0 9.5 0 0 9.5 0 5321.2

    8860 0.45 0 20 11.1 0 11.1 0 0 11.1 0 5332.3

    8880 0.42 0 20 8.7 0 8.7 0 0 8.7 0 5341

    8900 0.8 0 20 12.2 0 12.2 0 0 12.2 0 5353.2

    8920 0.87 0 20 16.7 0 16.7 0 0 16.7 0 5369.9

    8940 1.01 0 20 18.8 0 18.8 0 0 18.8 0 5388.7

    8960 0.46 0 20 14.7 0 14.7 0 0 14.7 0 5403.4

    8980 0.02 0.14 20 4.8 0 4.8 0 0.7 4.8 0.7 5407.5

    9000 0.56 0 20 5.8 0 5.8 0 0.7 5.8 0.7 5412.6

    Sub-Total: 5$5.& " 5$5.& " '.#

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    10/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    9020 1.16 0 20 17.2 0 17.2 0 0 17.2 0 5429.8

    9040 0.81 0 20 19.7 0 19.7 0 0 19.7 0 5449.5

    9060 0.73 0 20 15.4 0 15.4 0 0 15.4 0 5464.9

    9080 0.49 0 20 12.2 0 12.2 0 0 12.2 0 5477.1

    9100 0.98 0 20 14.7 0 14.7 0 0 14.7 0 5491.8

    9120 0.36 0 20 13.4 0 13.4 0 0 13.4 0 5505.2

    9140 0.61 0 20 9.7 0 9.7 0 0 9.7 0 5514.9

    9160 1.11 0 20 17.2 0 17.2 0 0 17.2 0 5532.1

    9180 0.58 0 20 16.9 0 16.9 0 0 16.9 0 5549

    9200 0.65 0 20 12.3 0 12.3 0 0 12.3 0 5561.3

    9220 0.76 0 20 14.1 0 14.1 0 0 14.1 0 5575.4

    9240 1.05 0 20 18.1 0 18.1 0 0 18.1 0 5593.5

    9260 0.51 0 20 15.6 0 15.6 0 0 15.6 0 5609.1

    9280 0.52 0 20 10.3 0 10.3 0 0 10.3 0 5619.4

    9300 0.43 0 20 9.5 0 9.5 0 0 9.5 0 5628.9

    9320 0.41 0 20 8.4 0 8.4 0 0 8.4 0 5637.3

    9340 0.54 0 20 9.5 0 9.5 0 0 9.5 0 5646.8

    9360 0.52 0 20 10.6 0 10.6 0 0 10.6 0 5657.4

    9380 0.61 0 20 11.3 0 11.3 0 0 11.3 0 5668.7

    9400 0.52 0 20 11.3 0 11.3 0 0 11.3 0 5680

    9420 0.54 0 20 10.6 0 10.6 0 0 10.6 0 5690.6

    9440 0.49 0 20 10.3 0 10.3 0 0 10.3 0 5700.9

    9460 0.43 0 20 9.2 0 9.2 0 0 9.2 0 5710.1

    9480 0.42 0 20 8.5 0 8.5 0 0 8.5 0 5718.6

    9500 0.65 0 20 10.7 0 10.7 0 0 10.7 0 5729.3

    9520 0.59 0 20 12.4 0 12.4 0 0 12.4 0 5741.7

    9540 0.4 0 20 9.9 0 9.9 0 0 9.9 0 5751.69560 0.42 0 20 8.2 0 8.2 0 0 8.2 0 5759.8

    9580 0.43 0 20 8.5 0 8.5 0 0 8.5 0 5768.3

    9600 0.55 0 20 9.8 0 9.8 0 0 9.8 0 5778.1

    9620 0.45 0 20 10 0 10 0 0 10 0 5788.1

    9640 0.42 0 20 8.7 0 8.7 0 0 8.7 0 5796.8

    9660 0.43 0 20 8.5 0 8.5 0 0 8.5 0 5805.3

    9680 0.65 0 20 10.8 0 10.8 0 0 10.8 0 5816.1

    9700 0.36 0 20 10.1 0 10.1 0 0 10.1 0 5826.2

    9720 0.68 0 20 10.4 10.4 0 0 0 10.4 0 5836.6

    9740 0.47 0 20 11.5 11.5 0 0 0 11.5 0 5848.1

    9760 0.88 0 20 13.5 13.5 0 0 0 13.5 0 5861.6

    9780 0.72 0 20 16 16 0 0 0 16 0 5877.6

    9800 0.68 0 20 14 14 0 0 0 14 0 5891.6

    9820 0.88 0 20 15.6 15.6 0 0 0 15.6 0 5907.2

    9840 0.8 0 20 16.8 16.8 0 0 0 16.8 0 5924

    9860 0.74 0 20 15.4 15.4 0 0 0 15.4 0 5939.4

    9880 0.96 0 20 17 17 0 0 0 17 0 5956.4

    9900 0.72 0 20 16.8 16.8 0 0 0 16.8 0 5973.2

    9920 0.38 0 20 11 11 0 0 0 11 0 5984.2

    9940 0.18 0 20 5.6 5.6 0 0 0 5.6 0 5989.8

    9960 0.24 0 20 4.2 4.2 0 0 0 4.2 0 5994

    9980 0.4 0 20 6.4 6.4 0 0 0 6.4 0 6000.4

    10000 0.47 0 20 8.7 8.7 0 0 0 8.7 0 6009.1

    Sub-Total: 59%.5 '$.9 #'&.% " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    11/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    10020 0.45 0 20 9.2 9.2 0 0 0 9.2 0 6018.3

    10040 0.61 0 20 10.6 10.6 0 0 0 10.6 0 6028.9

    10060 0.27 0 20 8.8 8.8 0 0 0 8.8 0 6037.7

    10080 0.32 0 20 5.9 5.9 0 0 0 5.9 0 6043.6

    10100 0.51 0 20 8.3 8.3 0 0 0 8.3 0 6051.9

    10120 0.85 0 20 13.6 0 0 13.6 0 13.6 0 6065.5

    10140 1.07 0 20 19.2 0 0 19.2 0 19.2 0 6084.7

    10160 0.45 0 20 15.2 0 0 15.2 0 15.2 0 6099.9

    10180 0.73 0 20 11.8 0 0 11.8 0 11.8 0 6111.7

    10200 0.93 0 20 16.6 16.6 0 0 0 16.6 0 6128.3

    10220 1.1 0 20 20.3 20.3 0 0 0 20.3 0 6148.6

    10240 0.66 0 20 17.6 17.6 0 0 0 17.6 0 6166.2

    10260 0.45 0 20 11.1 11.1 0 0 0 11.1 0 6177.3

    10280 0.29 0 20 7.4 7.4 0 0 0 7.4 0 6184.7

    10300 0.31 0 20 6 6 0 0 0 6 0 6190.7

    10320 0.25 0 20 5.6 5.6 0 0 0 5.6 0 6196.3

    10340 0.24 0 20 4.9 4.9 0 0 0 4.9 0 6201.2

    10360 0.31 0 20 5.5 5.5 0 0 0 5.5 0 6206.7

    10380 0.76 0 20 10.7 10.7 0 0 0 10.7 0 6217.4

    10400 0.75 0 20 15.1 15.1 0 0 0 15.1 0 6232.5

    10420 0.54 0 20 12.9 12.9 0 0 0 12.9 0 6245.4

    10440 0.55 0 20 10.9 10.9 0 0 0 10.9 0 6256.3

    10460 0.51 0 20 10.6 10.6 0 0 0 10.6 0 6266.9

    10480 0.44 0 20 9.5 9.5 0 0 0 9.5 0 6276.4

    10500 0.26 0 20 7 7 0 0 0 7 0 6283.4

    10520 0.28 0 20 5.4 5.4 0 0 0 5.4 0 6288.8

    10540 0.29 0 20 5.7 5.7 0 0 0 5.7 0 6294.510560 0.33 0 20 6.2 6.2 0 0 0 6.2 0 6300.7

    10580 0.38 0 20 7.1 7.1 0 0 0 7.1 0 6307.8

    10600 0.52 0 20 9 9 0 0 0 9 0 6316.8

    10620 0.39 0 20 9.1 9.1 0 0 0 9.1 0 6325.9

    10640 0.37 0 20 7.6 7.6 0 0 0 7.6 0 6333.5

    10660 0.35 0 20 7.2 7.2 0 0 0 7.2 0 6340.7

    10680 0.43 0 20 7.8 7.8 0 0 0 7.8 0 6348.5

    10700 0.51 0 20 9.4 9.4 0 0 0 9.4 0 6357.9

    10720 0.51 0 20 10.2 10.2 0 0 0 10.2 0 6368.1

    10740 0.57 0 20 10.8 10.8 0 0 0 10.8 0 6378.9

    10760 0.62 0 20 11.9 11.9 0 0 0 11.9 0 6390.8

    10780 0.53 0 20 11.5 11.5 0 0 0 11.5 0 6402.3

    10800 0.45 0 20 9.8 9.8 0 0 0 9.8 0 6412.1

    10820 0.37 0 20 8.2 8.2 0 0 0 8.2 0 6420.3

    10840 0.26 0 20 6.3 6.3 0 0 0 6.3 0 6426.6

    10860 0.25 0 20 5.1 5.1 0 0 0 5.1 0 6431.7

    10880 0.4 0 20 6.5 6.5 0 0 0 6.5 0 6438.2

    10900 0.46 0 20 8.6 8.6 0 0 0 8.6 0 6446.8

    10920 0.55 0 20 10.1 10.1 0 0 0 10.1 0 6456.9

    10940 0.4 0 20 9.5 9.5 0 0 0 9.5 0 6466.4

    10960 0.44 0 20 8.4 8.4 0 0 0 8.4 0 6474.8

    10980 0.34 0 20 7.8 7.8 0 0 0 7.8 0 6482.6

    11000 0.43 0 20 7.7 7.7 0 0 0 7.7 0 6490.3

    Sub-Total: #'.$ #$'.# " 59. "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    12/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    11020 0.53 0 20 9.6 9.6 0 0 0 9.6 0 6499.9

    11040 0.49 0 20 10.2 10.2 0 0 0 10.2 0 6510.1

    11060 0.34 0 20 8.3 8.3 0 0 0 8.3 0 6518.4

    11080 0.26 0 20 6 6 0 0 0 6 0 6524.4

    11100 0.36 0 20 6.2 6.2 0 0 0 6.2 0 6530.6

    11120 0.41 0 20 7.7 7.7 0 0 0 7.7 0 6538.3

    11140 0.36 0 20 7.7 7.7 0 0 0 7.7 0 6546

    11160 0.38 0 20 7.4 7.4 0 0 0 7.4 0 6553.4

    11180 0.43 0 20 8.1 8.1 0 0 0 8.1 0 6561.5

    11200 0.39 0 20 8.2 8.2 0 0 0 8.2 0 6569.7

    11220 0.27 0 20 6.6 6.6 0 0 0 6.6 0 6576.3

    11240 0.31 0 20 5.8 5.8 0 0 0 5.8 0 6582.1

    11260 0.48 0 20 7.9 7.9 0 0 0 7.9 0 6590

    11280 0.49 0 20 9.7 9.7 0 0 0 9.7 0 6599.7

    11300 0.47 0 20 9.6 9.6 0 0 0 9.6 0 6609.3

    11320 0.43 0 20 9 9 0 0 0 9 0 6618.3

    11340 0.37 0 20 8 8 0 0 0 8 0 6626.3

    11360 0.28 0 20 6.5 6.5 0 0 0 6.5 0 6632.8

    11380 0.28 0 20 5.6 5.6 0 0 0 5.6 0 6638.4

    11400 0.31 0 20 5.9 5.9 0 0 0 5.9 0 6644.3

    11420 0.38 0 20 6.9 6.9 0 0 0 6.9 0 6651.2

    11440 0.45 0 20 8.3 8.3 0 0 0 8.3 0 6659.5

    11460 0.4 0 20 8.5 8.5 0 0 0 8.5 0 6668

    11480 0.3 0 20 7 7 0 0 0 7 0 6675

    11500 0.36 0 20 6.6 6.6 0 0 0 6.6 0 6681.6

    11520 0.39 0 20 7.5 7.5 0 0 0 7.5 0 6689.1

    11540 0.52 0 20 9.1 9.1 0 0 0 9.1 0 6698.211560 0.57 0 20 10.9 10.9 0 0 0 10.9 0 6709.1

    11580 0.4 0 20 9.7 9.7 0 0 0 9.7 0 6718.8

    11600 0.5 0 20 9 9 0 0 0 9 0 6727.8

    11620 0.42 0 20 9.2 9.2 0 0 0 9.2 0 6737

    11640 0.5 0 20 9.2 9.2 0 0 0 9.2 0 6746.2

    11660 0.44 0 20 9.4 9.4 0 0 0 9.4 0 6755.6

    11680 0.25 0 20 6.9 6.9 0 0 0 6.9 0 6762.5

    11700 0.15 0 20 4 4 0 0 0 4 0 6766.5

    11720 0.24 0 20 3.9 3.9 0 0 0 3.9 0 6770.4

    11740 0.46 0 20 7 7 0 0 0 7 0 6777.4

    11760 0.55 0 20 10.1 10.1 0 0 0 10.1 0 6787.5

    11780 0.5 0 20 10.5 10.5 0 0 0 10.5 0 6798

    11800 0.44 0 20 9.4 9.4 0 0 0 9.4 0 6807.4

    11820 0.47 0 20 9.1 9.1 0 0 0 9.1 0 6816.5

    11840 0.5 0 20 9.7 9.7 0 0 0 9.7 0 6826.2

    11860 0.5 0 20 10 10 0 0 0 10 0 6836.2

    11880 0.43 0 20 9.3 9.3 0 0 0 9.3 0 6845.5

    11900 0.36 0 20 7.9 7.9 0 0 0 7.9 0 6853.4

    11920 0.28 0 20 6.4 6.4 0 0 0 6.4 0 6859.8

    11940 0.18 0 20 4.6 4.6 0 0 0 4.6 0 6864.4

    11960 0.45 0 20 6.3 6.3 0 0 0 6.3 0 6870.7

    11980 0.73 0 20 11.8 11.8 0 0 0 11.8 0 6882.5

    12000 0.32 0 20 10.5 10.5 0 0 0 10.5 0 6893

    Sub-Total: #"$.! #"$.! " " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    13/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    12020 0.31 0 20 6.3 6.3 0 0 0 6.3 0 6899.3

    12040 0.29 0 20 6 6 0 0 0 6 0 6905.3

    12060 0.27 0 20 5.6 5.6 0 0 0 5.6 0 6910.9

    12080 0.25 0 20 5.2 5.2 0 0 0 5.2 0 6916.1

    12100 0.23 0 20 4.8 4.8 0 0 0 4.8 0 6920.9

    12120 0.62 0 20 8.5 8.5 0 0 0 8.5 0 6929.4

    12140 0.73 0 20 13.5 13.5 0 0 0 13.5 0 6942.9

    12160 0.73 0 20 14.6 14.6 0 0 0 14.6 0 6957.5

    12180 0.65 0 20 13.8 13.8 0 0 0 13.8 0 6971.3

    12200 0.51 0 20 11.6 11.6 0 0 0 11.6 0 6982.9

    12220 0.42 0 20 9.3 9.3 0 0 0 9.3 0 6992.2

    12240 0.39 0 20 8.1 8.1 0 0 0 8.1 0 7000.3

    12260 0.43 0 20 8.2 8.2 0 0 0 8.2 0 7008.5

    12280 0.5 0 20 9.3 9.3 0 0 0 9.3 0 7017.8

    12300 0.57 0 20 10.7 10.7 0 0 0 10.7 0 7028.5

    12320 0.43 0 20 10 10 0 0 0 10 0 7038.5

    12340 0.56 0 20 9.9 9.9 0 0 0 9.9 0 7048.4

    12360 0.54 0 20 11 11 0 0 0 11 0 7059.4

    12380 0.53 0 20 10.7 10.7 0 0 0 10.7 0 7070.1

    12400 0.56 0 20 10.9 10.9 0 0 0 10.9 0 7081

    12420 0.52 0 20 10.8 10.8 0 0 0 10.8 0 7091.8

    12440 0.48 0 20 10 10 0 0 0 10 0 7101.8

    12460 0.44 0 20 9.2 9.2 0 0 0 9.2 0 7111

    12480 0.41 0 20 8.5 8.5 0 0 0 8.5 0 7119.5

    12500 0.46 0 20 8.7 8.7 0 0 0 8.7 0 7128.2

    12520 0.52 0 20 9.8 9.8 0 0 0 9.8 0 7138

    12540 0.57 0 20 10.9 10.9 0 0 0 10.9 0 7148.912560 0.55 0 20 11.2 11.2 0 0 0 11.2 0 7160.1

    12580 0.5 0 20 10.5 10.5 0 0 0 10.5 0 7170.6

    12600 0.46 0 20 9.6 9.6 0 0 0 9.6 0 7180.2

    12620 0.39 0 20 8.5 8.5 0 0 0 8.5 0 7188.7

    12640 0.36 0 20 7.5 7.5 0 0 0 7.5 0 7196.2

    12660 0.33 0 20 6.9 6.9 0 0 0 6.9 0 7203.1

    12680 0.42 0 20 7.5 7.5 0 0 0 7.5 0 7210.6

    12700 0.43 0 20 8.5 8.5 0 0 0 8.5 0 7219.1

    12720 0.43 0 20 8.6 8.6 0 0 0 8.6 0 7227.7

    12740 0.38 0 20 8.1 8.1 0 0 0 8.1 0 7235.8

    12760 0.34 0 20 7.2 7.2 0 0 0 7.2 0 7243

    12780 0.3 0 20 6.4 6.4 0 0 0 6.4 0 7249.4

    12800 0.36 0 20 6.6 6.6 0 0 0 6.6 0 7256

    12820 0.42 0 20 7.8 7.8 0 0 0 7.8 0 7263.8

    12840 0.49 0 20 9.1 9.1 0 0 0 9.1 0 7272.9

    12860 0.5 0 20 9.9 9.9 0 0 0 9.9 0 7282.8

    12880 0.49 0 20 9.9 9.9 0 0 0 9.9 0 7292.7

    12900 0.4 0 20 8.9 8.9 0 0 0 8.9 0 7301.6

    12920 0.43 0 20 8.3 8.3 0 0 0 8.3 0 7309.9

    12940 0.45 0 20 8.8 8.8 0 0 0 8.8 0 7318.7

    12960 0.48 0 20 9.3 9.3 0 0 0 9.3 0 7328

    12980 0.49 0 20 9.7 9.7 0 0 0 9.7 0 7337.7

    13000 0.5 0 20 9.9 9.9 0 0 0 9.9 0 7347.6

    Sub-Total: #5#.% #5#.% " " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    14/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    13020 0.51 0 20 10.1 10.1 0 0 0 10.1 0 7357.7

    13040 0.41 0 20 9.2 9.2 0 0 0 9.2 0 7366.9

    13060 0.36 0 20 7.7 7.7 0 0 0 7.7 0 7374.6

    13080 0.3 0 20 6.6 6.6 0 0 0 6.6 0 7381.2

    13100 0.25 0 20 5.5 5.5 0 0 0 5.5 0 7386.7

    13120 0.32 0 20 5.7 5.7 0 0 0 5.7 0 7392.4

    13140 0.35 0 20 6.7 6.7 0 0 0 6.7 0 7399.1

    13160 0.36 0 20 7.1 7.1 0 0 0 7.1 0 7406.2

    13180 0.38 0 20 7.4 7.4 0 0 0 7.4 0 7413.6

    13200 0.4 0 20 7.8 7.8 0 0 0 7.8 0 7421.4

    13220 0.4 0 20 8 8 0 0 0 8 0 7429.4

    13240 0.41 0 20 8.1 8.1 0 0 0 8.1 0 7437.5

    13260 0.41 0 20 8.2 8.2 0 0 0 8.2 0 7445.7

    13280 0.42 0 20 8.3 8.3 0 0 0 8.3 0 7454

    13300 0.4 0 20 8.2 8.2 0 0 0 8.2 0 7462.2

    13320 0.39 0 20 7.9 7.9 0 0 0 7.9 0 7470.1

    13340 0.38 0 20 7.7 7.7 0 0 0 7.7 0 7477.8

    13360 0.38 0 20 7.6 7.6 0 0 0 7.6 0 7485.4

    13380 0.45 0 20 8.3 8.3 0 0 0 8.3 0 7493.7

    13400 0.52 0 20 9.7 9.7 0 0 0 9.7 0 7503.4

    13420 0.58 0 20 11 11 0 0 0 11 0 7514.4

    13440 0.4 0 20 9.8 9.8 0 0 0 9.8 0 7524.2

    13460 0.5 0 20 9 9 0 0 0 9 0 7533.2

    13480 0.59 0 20 10.9 10.9 0 0 0 10.9 0 7544.1

    13500 0.8 0 20 13.9 13.9 0 0 0 13.9 0 7558

    13520 0.61 0 20 14.1 14.1 0 0 0 14.1 0 7572.1

    13540 0.44 0 20 10.5 10.5 0 0 0 10.5 0 7582.613560 0.6 0 20 10.4 10.4 0 0 0 10.4 0 7593

    13580 0.53 0 20 11.3 11.3 0 0 0 11.3 0 7604.3

    13600 0.47 0 20 10 10 0 0 0 10 0 7614.3

    13620 0.28 0 20 7.5 7.5 0 0 0 7.5 0 7621.8

    13640 0.43 0 20 7.1 7.1 0 0 0 7.1 0 7628.9

    13660 0.51 0 20 9.4 9.4 0 0 0 9.4 0 7638.3

    13680 0.74 0 20 12.5 12.5 0 0 0 12.5 0 7650.8

    13700 0.6 0 20 13.4 13.4 0 0 0 13.4 0 7664.2

    13720 0.37 0 20 9.7 9.7 0 0 0 9.7 0 7673.9

    13740 0.22 0 20 5.9 5.9 0 0 0 5.9 0 7679.8

    13760 0.22 0 20 4.4 4.4 0 0 0 4.4 0 7684.2

    13780 0.4 0 20 6.2 6.2 0 0 0 6.2 0 7690.4

    13800 0.35 0 20 7.5 7.5 0 0 0 7.5 0 7697.9

    13820 0.3 0 20 6.5 6.5 0 0 0 6.5 0 7704.4

    13840 0.47 0 20 7.7 7.7 0 0 0 7.7 0 7712.1

    13860 0.27 0 20 7.4 7.4 0 0 0 7.4 0 7719.5

    13880 0.33 0 20 6 6 0 0 0 6 0 7725.5

    13900 0.57 0 20 9 9 0 0 0 9 0 7734.5

    13920 0.54 0 20 11.1 0 11.1 0 0 11.1 0 7745.6

    13940 0.66 0 20 12 0 12 0 0 12 0 7757.6

    13960 0.76 0 20 14.2 0 14.2 0 0 14.2 0 7771.8

    13980 0.43 0 20 11.9 0 11.9 0 0 11.9 0 7783.7

    14000 0.43 0 20 8.6 0 8.6 0 0 8.6 0 7792.3

    Sub-Total: ###.! &%.9 5!. " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    15/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    14020 0.61 0 20 10.4 0 10.4 0 0 10.4 0 7802.7

    14040 0.52 0 20 11.3 0 11.3 0 0 11.3 0 7814

    14060 0.6 0 20 11.2 0 11.2 0 0 11.2 0 7825.2

    14080 0.62 0 20 12.2 0 12.2 0 0 12.2 0 7837.4

    14100 0.78 0 20 14 0 14 0 0 14 0 7851.4

    14120 0.74 0 20 15.2 0 15.2 0 0 15.2 0 7866.6

    14140 0.69 0 20 14.3 0 14.3 0 0 14.3 0 7880.9

    14160 0.67 0 20 13.6 0 13.6 0 0 13.6 0 7894.5

    14180 0.64 0 20 13.1 0 13.1 0 0 13.1 0 7907.6

    14200 0.63 0 20 12.7 0 12.7 0 0 12.7 0 7920.3

    14220 0.7 0 20 13.3 13.3 0 0 0 13.3 0 7933.6

    14240 0.75 0 20 14.5 14.5 0 0 0 14.5 0 7948.1

    14260 0.8 0 20 15.5 15.5 0 0 0 15.5 0 7963.6

    14280 0.98 0 20 17.8 17.8 0 0 0 17.8 0 7981.4

    14300 0.72 0 20 17 17 0 0 0 17 0 7998.4

    14320 0.71 0 20 14.3 14.3 0 0 0 14.3 0 8012.7

    14340 0.76 0 20 14.7 14.7 0 0 0 14.7 0 8027.4

    14360 0.64 0 20 14 14 0 0 0 14 0 8041.4

    14380 0.6 0 20 12.4 12.4 0 0 0 12.4 0 8053.8

    14400 0.55 0 20 11.5 11.5 0 0 0 11.5 0 8065.3

    14420 0.55 0 20 11 11 0 0 0 11 0 8076.3

    14440 0.56 0 20 11.1 11.1 0 0 0 11.1 0 8087.4

    14460 0.57 0 20 11.3 11.3 0 0 0 11.3 0 8098.7

    14480 0.65 0 20 12.2 12.2 0 0 0 12.2 0 8110.9

    14500 0.62 0 20 12.7 12.7 0 0 0 12.7 0 8123.6

    14520 0.58 0 20 12 12 0 0 0 12 0 8135.6

    14540 0.55 0 20 11.3 11.3 0 0 0 11.3 0 8146.914560 0.46 0 20 10.1 10.1 0 0 0 10.1 0 8157

    14580 0.46 0 20 9.2 9.2 0 0 0 9.2 0 8166.2

    14600 0.45 0 20 9.1 9.1 0 0 0 9.1 0 8175.3

    14620 0.43 0 20 8.8 8.8 0 0 0 8.8 0 8184.1

    14640 0.41 0 20 8.4 8.4 0 0 0 8.4 0 8192.5

    14660 0.39 0 20 8 8 0 0 0 8 0 8200.5

    14680 0.37 0 20 7.6 7.6 0 0 0 7.6 0 8208.1

    14700 0.38 0 20 7.5 7.5 0 0 0 7.5 0 8215.6

    14720 0.49 0 20 8.7 8.7 0 0 0 8.7 0 8224.3

    14740 0.44 0 20 9.3 9.3 0 0 0 9.3 0 8233.6

    14760 0.4 0 20 8.4 8.4 0 0 0 8.4 0 8242

    14780 0.39 0 20 7.9 7.9 0 0 0 7.9 0 8249.9

    14800 0.42 0 20 8.1 8.1 0 0 0 8.1 0 8258

    14820 0.46 0 20 8.8 8.8 0 0 0 8.8 0 8266.8

    14840 0.14 0 20 6 6 0 0 0 6 0 8272.8

    14860 0.26 0 20 4 4 0 0 0 4 0 8276.8

    14880 0.39 0 20 6.5 6.5 0 0 0 6.5 0 8283.3

    14900 0.44 0 20 8.3 8.3 0 0 0 8.3 0 8291.6

    14920 0.41 0 20 8.5 8.5 0 0 0 8.5 0 8300.1

    14940 0.42 0 20 8.3 8.3 0 0 0 8.3 0 8308.4

    14960 0.43 0 20 8.5 8.5 0 0 0 8.5 0 8316.9

    14980 0.45 0 20 8.8 8.8 0 0 0 8.8 0 8325.7

    15000 0.45 0 20 9 9 0 0 0 9 0 8334.7

    Sub-Total: 5#$.# #'#.# '$ " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    16/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    15020 0.37 0 20 8.2 8.2 0 0 0 8.2 0 8342.9

    15040 0.3 0 20 6.7 6.7 0 0 0 6.7 0 8349.6

    15060 0.3 0 20 6 6 0 0 0 6 0 8355.6

    15080 0.41 0 20 7.1 7.1 0 0 0 7.1 0 8362.7

    15100 0.51 0 20 9.2 9.2 0 0 0 9.2 0 8371.9

    15120 0.44 0 20 9.5 9.5 0 0 0 9.5 0 8381.4

    15140 0.48 0 20 9.2 9.2 0 0 0 9.2 0 8390.6

    15160 0.46 0 20 9.4 9.4 0 0 0 9.4 0 8400

    15180 0.39 0 20 8.5 8.5 0 0 0 8.5 0 8408.5

    15200 0.38 0 20 7.7 7.7 0 0 0 7.7 0 8416.2

    15220 0.51 0 20 8.9 8.9 0 0 0 8.9 0 8425.1

    15240 0.49 0 20 10 10 0 0 0 10 0 8435.1

    15260 0.44 0 20 9.3 9.3 0 0 0 9.3 0 8444.4

    15280 0.35 0 20 7.9 7.9 0 0 0 7.9 0 8452.3

    15300 0.46 0 20 8.1 8.1 0 0 0 8.1 0 8460.4

    15320 0.31 0 20 7.7 7.7 0 0 0 7.7 0 8468.1

    15340 0.34 0 20 6.5 6.5 0 0 0 6.5 0 8474.6

    15360 0.4 0 20 7.4 7.4 0 0 0 7.4 0 8482

    15380 0.46 0 20 8.6 8.6 0 0 0 8.6 0 8490.6

    15400 0.48 0 20 9.4 9.4 0 0 0 9.4 0 8500

    15420 0.49 0 20 9.7 9.7 0 0 0 9.7 0 8509.7

    15440 0.48 0 20 9.7 9.7 0 0 0 9.7 0 8519.4

    15460 0.45 0 20 9.3 9.3 0 0 0 9.3 0 8528.7

    15480 0.38 0 20 8.3 8.3 0 0 0 8.3 0 8537

    15500 0.3 0 20 6.8 6.8 0 0 0 6.8 0 8543.8

    15520 0.27 0 20 5.7 5.7 0 0 0 5.7 0 8549.5

    15540 0.36 0 20 6.3 6.3 0 0 0 6.3 0 8555.815560 0.48 0 20 8.4 8.4 0 0 0 8.4 0 8564.2

    15580 0.5 0 20 9.8 9.8 0 0 0 9.8 0 8574

    15600 0.48 0 20 9.8 9.8 0 0 0 9.8 0 8583.8

    15620 0.45 0 20 9.3 9.3 0 0 0 9.3 0 8593.1

    15640 0.49 0 20 9.4 9.4 0 0 0 9.4 0 8602.5

    15660 0.48 0 20 9.7 9.7 0 0 0 9.7 0 8612.2

    15680 0.47 0 20 9.5 9.5 0 0 0 9.5 0 8621.7

    15700 0.44 0 20 9.1 9.1 0 0 0 9.1 0 8630.8

    15720 0.4 0 20 8.4 8.4 0 0 0 8.4 0 8639.2

    15740 0.36 0 20 7.6 7.6 0 0 0 7.6 0 8646.8

    15760 0.32 0 20 6.8 6.8 0 0 0 6.8 0 8653.6

    15780 0.31 0 20 6.3 6.3 0 0 0 6.3 0 8659.9

    15800 0.43 0 20 7.4 7.4 0 0 0 7.4 0 8667.3

    15820 0.65 0 20 10.8 10.8 0 0 0 10.8 0 8678.1

    15840 0.45 0 20 11 11 0 0 0 11 0 8689.1

    15860 0.43 0 20 8.8 8.8 0 0 0 8.8 0 8697.9

    15880 0.37 0 20 8 8 0 0 0 8 0 8705.9

    15900 0.29 0 20 6.6 6.6 0 0 0 6.6 0 8712.5

    15920 0.37 0 20 6.6 6.6 0 0 0 6.6 0 8719.1

    15940 0.51 0 20 8.8 8.8 0 0 0 8.8 0 8727.9

    15960 0.43 0 20 9.4 9.4 0 0 0 9.4 0 8737.3

    15980 0.31 0 20 7.4 7.4 0 0 0 7.4 0 8744.7

    16000 0.26 0 20 5.7 5.7 0 0 0 5.7 0 8750.4

    Sub-Total: #'5.! #'5.! " " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    17/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    16020 0.43 0 20 6.9 0 6.9 0 0 6.9 0 8757.3

    16040 0.65 0 20 10.8 0 10.8 0 0 10.8 0 8768.1

    16060 0.79 0 20 14.4 0 14.4 0 0 14.4 0 8782.5

    16080 0.71 0 20 15 0 15 0 0 15 0 8797.5

    16100 0.7 0 20 14.1 0 14.1 0 0 14.1 0 8811.6

    16120 0.43 0 20 11.3 0 11.3 0 0 11.3 0 8822.9

    16140 0.42 0 20 8.5 0 8.5 0 0 8.5 0 8831.4

    16160 0.61 0 20 10.3 0 10.3 0 0 10.3 0 8841.7

    16180 0.53 0 20 11.4 0 11.4 0 0 11.4 0 8853.1

    16200 0.41 0 20 9.4 0 9.4 0 0 9.4 0 8862.5

    16220 0.42 0 20 8.3 0 8.3 0 0 8.3 0 8870.8

    16240 0.43 0 20 8.5 0 8.5 0 0 8.5 0 8879.3

    16260 0.43 0 20 8.6 0 8.6 0 0 8.6 0 8887.9

    16280 0.44 0 20 8.7 0 8.7 0 0 8.7 0 8896.6

    16300 0.6 0 20 10.4 0 10.4 0 0 10.4 0 8907

    16320 0.6 0 20 12 0 12 0 0 12 0 8919

    16340 0.38 0 20 9.8 0 9.8 0 0 9.8 0 8928.8

    16360 0.42 0 20 8 0 8 0 0 8 0 8936.8

    16380 0.46 0 20 8.8 0 8.8 0 0 8.8 0 8945.6

    16400 0.48 0 20 9.4 0 9.4 0 0 9.4 0 8955

    16420 0.51 0 20 9.9 0 9.9 0 0 9.9 0 8964.9

    16440 0.53 0 20 10.4 0 10.4 0 0 10.4 0 8975.3

    16460 0.51 0 20 10.4 0 10.4 0 0 10.4 0 8985.7

    16480 0.4 0 20 9.1 0 9.1 0 0 9.1 0 8994.8

    16500 0.37 0 20 7.7 0 7.7 0 0 7.7 0 9002.5

    16520 0.38 0 20 7.5 0 7.5 0 0 7.5 0 9010

    16540 0.37 0 20 7.5 0 7.5 0 0 7.5 0 9017.516560 0.37 0 20 7.4 0 7.4 0 0 7.4 0 9024.9

    16580 0.39 0 20 7.6 0 7.6 0 0 7.6 0 9032.5

    16600 0.42 0 20 8.1 0 8.1 0 0 8.1 0 9040.6

    16620 0.41 0 20 8.3 0 8.3 0 0 8.3 0 9048.9

    16640 0.41 0 20 8.2 0 8.2 0 0 8.2 0 9057.1

    16660 0.41 0 20 8.2 0 8.2 0 0 8.2 0 9065.3

    16680 0.37 0 20 7.8 0 7.8 0 0 7.8 0 9073.1

    16700 0.35 0 20 7.2 0 7.2 0 0 7.2 0 9080.3

    16720 0.34 0 20 6.9 0 6.9 0 0 6.9 0 9087.2

    16740 0.39 0 20 7.3 0 7.3 0 0 7.3 0 9094.5

    16760 0.54 0 20 9.3 0 9.3 0 0 9.3 0 9103.8

    16780 0.41 0 20 9.5 0 9.5 0 0 9.5 0 9113.3

    16800 0.29 0 20 7 0 7 0 0 7 0 9120.3

    16820 0.58 0 20 8.7 8.7 0 0 0 8.7 0 9129

    16840 0.51 0 20 10.9 10.9 0 0 0 10.9 0 9139.9

    16860 0.44 0 20 9.5 9.5 0 0 0 9.5 0 9149.4

    16880 0.36 0 20 8 8 0 0 0 8 0 9157.4

    16900 0.32 0 20 6.8 6.8 0 0 0 6.8 0 9164.2

    16920 0.47 0 20 7.9 7.9 0 0 0 7.9 0 9172.1

    16940 0.36 0 20 8.3 8.3 0 0 0 8.3 0 9180.4

    16960 0.45 0 20 8.1 8.1 0 0 0 8.1 0 9188.5

    16980 0.54 0 20 9.9 9.9 0 0 0 9.9 0 9198.4

    17000 0.63 0 20 11.7 11.7 0 0 0 11.7 0 9210.1

    Sub-Total: #59.! 9. &%9.9 " "

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.

  • 7/21/2019 Volumen Corte Conduccion

    18/18

    MOVIMIENTO DE TIERRAS

    PROYECTO:

    ESTACA AREA AREA DIST. VOLUMEN VOL. CORT VOL. CORT VOL. CORT VOLUMEN V. CORTE V. RELLENO ORDENADA

    CORTE RELLENO CORTE M. SUELTO R. SUELTA R. FIJA RELLENO VIRTUAL VIRTUAL MAZA

    17020 0.52 0 20 11.5 11.5 0 0 0 11.5 0 9221.6

    17040 0.36 0 20 8.8 8.8 0 0 0 8.8 0 9230.4

    17060 0.43 0 20 7.9 7.9 0 0 0 7.9 0 9238.3

    17080 0.43 0 20 8.6 8.6 0 0 0 8.6 0 9246.9

    17100 0.36 0 20 7.9 7.9 0 0 0 7.9 0 9254.8

    17120 0.36 0 20 7.2 7.2 0 0 0 7.2 0 9262

    17140 0.39 0 20 7.5 7.5 0 0 0 7.5 0 9269.5

    17160 0.53 0 20 9.2 9.2 0 0 0 9.2 0 9278.7

    17180 0.31 0 20 8.4 8.4 0 0 0 8.4 0 9287.1

    17200 0.28 0 20 5.9 5.9 0 0 0 5.9 0 9293

    17220 0.25 0 20 5.3 5.3 0 0 0 5.3 0 9298.3

    17240 0.22 0 20 4.7 4.7 0 0 0 4.7 0 9303

    17260 0.23 0 20 4.5 4.5 0 0 0 4.5 0 9307.5

    17280 0.44 0 20 6.7 6.7 0 0 0 6.7 0 9314.2

    17300 0.67 0 20 11.1 11.1 0 0 0 11.1 0 9325.3

    17320 0.51 0 20 11.8 11.8 0 0 0 11.8 0 9337.1

    17340 0.34 0 20 8.5 8.5 0 0 0 8.5 0 9345.6

    17360 0.43 0 20 7.7 7.7 0 0 0 7.7 0 9353.3

    17380 0.43 0 20 8.6 8.6 0 0 0 8.6 0 9361.9

    17400 0.43 0 20 8.6 8.6 0 0 0 8.6 0 9370.5

    17420 0.42 0 20 8.5 8.5 0 0 0 8.5 0 9379

    17440 0.42 0 20 8.4 8.4 0 0 0 8.4 0 9387.4

    17460 0.48 0 20 9 9 0 0 0 9 0 9396.4

    17480 0.49 0 20 9.7 9.7 0 0 0 9.7 0 9406.1

    17500 0.47 0 20 9.6 9.6 0 0 0 9.6 0 9415.7

    17520 0.44 0 20 9.1 9.1 0 0 0 9.1 0 9424.8

    17530 0 0 10 1.1 1.1 0 0 0 1.1 0 9425.9

    Sub-Total: $'5. $'5. " " "

    TOTAL: 9#%9.9 %##" $'%$.$ %!.! ##

    CONSTRUCCION DE SANAMIENTO BASICO INTEGRAL DEL C.P. AMBATO Y CASTILLA PATA - YAULI

    HVCA.