transporte de material a eliminar

CÁLCULO DEL TRANSPORTE DE MATERIAL PARA AFIRMADO

05 TRANSPORTE05.01 Transporte de material para Afirmado hasta 1 Km 25,227.91

05.02 Transporte de material para Afirmado > 1 Km 31,341.00

CALZADA

D<=1 Km D >1 Km

00+000 00+106 3.65 0.00 3.60 106.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

00+106 01+000 3.65 0.00 3.10 894.00 3.75 3,352.50 45.00 146.04 0.15 531.53 1,646.15 531.53 1,114.62

01+000 02+000 3.65 0.00 2.15 1,000.00 3.75 3,750.00 90.00 107.99 0.15 592.20 1,273.23 592.20 681.03

02+000 03+000 3.65 0.00 0.12 1.03 1,000.00 3.75 3,750.00 45.00 98.37 0.15 584.01 601.53 584.01 17.52

03+000 04+000 3.65 0.00 0.12 0.03 1,000.00 3.75 3,750.00 90.00 163.57 0.15 600.54 18.02 18.02 0.00

04+000 05+000 3.65 0.00 0.85 1,000.00 3.75 3,750.00 45.00 154.59 0.15 592.44 503.57 503.57 0.00

05+000 06+000 3.65 0.00 1.85 1,000.00 3.75 3,750.00 45.00 134.89 0.15 589.48 1,090.54 589.48 501.06

06+000 06+460 3.65 0.00 2.58 460.00 3.75 1,725.00 45.00 99.71 0.15 280.46 723.58 280.46 443.12

06+460 07+000 9.27 0.00 2.54 540.00 3.75 2,025.00 45.00 38.37 0.15 316.26 803.29 316.26 487.03

07+000 08+000 9.27 0.00 1.77 1,000.00 3.75 3,750.00 45.00 149.11 0.15 591.62 1,047.16 591.62 455.54

08+000 09+000 9.27 0.00 0.12 0.65 1,000.00 3.75 3,750.00 45.00 168.59 0.15 594.54 386.45 386.45 0.00

09+000 10+000 9.27 0.00 0.12 0.11 1,000.00 3.75 3,750.00 45.00 180.88 0.15 596.38 65.60 65.60 0.00

10+000 11+000 9.27 0.00 1.23 1,000.00 3.75 3,750.00 45.00 146.86 0.15 591.28 727.27 591.28 135.99

11+000 12+000 9.27 0.00 2.23 1,000.00 3.75 3,750.00 45.00 142.21 0.15 590.58 1,317.00 590.58 726.42

12+000 13+000 9.27 0.00 3.23 1,000.00 3.75 3,750.00 45.00 135.39 0.15 589.56 1,904.27 589.56 1,314.72

13+000 13+650 9.27 0.00 4.06 650.00 3.75 2,437.50 136.30 0.15 386.07 1,565.51 386.07 1,179.44

13+650 14+000 18.02 0.00 4.20 350.00 3.75 1,312.50 45.00 55.10 0.15 211.89 888.88 211.89 676.99

14+000 15+000 18.02 0.00 3.52 1,000.00 3.75 3,750.00 45.00 149.21 0.15 591.63 2,082.54 591.63 1,490.91

15+000 16+000 18.02 0.00 2.52 1,000.00 3.75 3,750.00 45.00 221.52 0.15 602.48 1,518.24 602.48 915.77

16+000 17+000 18.02 0.00 1.52 1,000.00 3.75 3,750.00 215.84 0.15 594.88 904.21 594.88 309.34

17+000 18+000 18.02 0.00 0.12 0.40 1,000.00 3.75 3,750.00 90.00 117.87 0.15 593.68 237.47 237.47 0.00

18+000 19+000 18.02 0.00 0.12 0.36 1,000.00 3.75 3,750.00 45.00 142.69 0.15 590.65 212.64 212.64 0.00

19+000 20+000 18.02 0.00 1.48 1,000.00 3.75 3,750.00 45.00 245.51 0.15 606.08 896.99 606.08 290.92

20+000 21+000 18.02 0.00 2.48 1,000.00 3.75 3,750.00 45.00 158.77 0.15 593.07 1,470.80 593.07 877.74

21+000 22+000 18.02 0.00 3.48 1,000.00 3.75 3,750.00 45.00 210.89 0.15 600.88 2,091.07 600.88 1,490.19

22+000 22+020 18.02 0.00 3.99 20.00 3.75 75.00 3.02 0.15 11.70 46.69 11.70 34.99

22+020 23+000 26.02 0.00 3.51 980.00 3.75 3,675.00 45.00 163.08 0.15 582.46 2,044.44 582.46 1,461.98

m3-Km

m3-Km

INICIO (Prog)

FIN (Prog)

UBICACIÓN DE CANTERAS

ACCESO (Km)

D.L.P. -120.00 m

(Km)

DISTANCIA (Km)

LONGITUD (m)

ANCHO (m)

AREA (m2)

Plazoletas (m2)

Sobre ancho

(m2)

ESPESOR (m)

VOLUMEN (m3)MOMENTO

(m3-Km)

C - 06 Km

26+020Acceso: Directo

C - 02 Km


C - 03Km


C - 04Km


C - 07 Km


C - 08 Km


Km 00+000 Km 44+932




CALZADA

D<=1 Km D >1 Km

m3-Km

m3-Km

INICIO (Prog)

FIN (Prog)


ACCESO (Km)

D.L.P. -120.00 m

(Km)

DISTANCIA (Km)

LONGITUD (m)

ANCHO (m)

AREA (m2)

Plazoletas (m2)

Sobre ancho

(m2)

ESPESOR (m)

VOLUMEN (m3)MOMENTO

(m3-Km)

C - 06 Km


C - 02 Km


C - 03Km


C - 04Km


C - 07 Km


C - 08 Km


Km 00+000 Km 44+932

23+000 24+000 26.02 0.00 2.52 1,000.00 3.75 3,750.00 230.72 0.15 597.11 1,504.71 597.11 907.60

24+000 25+000 26.02 0.00 1.52 1,000.00 3.75 3,750.00 90.00 196.82 0.15 605.52 920.39 605.52 314.87

25+000 25+520 26.02 0.00 0.76 520.00 3.75 1,950.00 122.62 0.15 310.89 236.28 236.28 0.00

25+520 26+000 26.02 0.00 0.12 0.14 480.00 3.90 1,872.00 45.00 156.69 0.20 414.74 58.06 58.06 0.00

26+000 27+000 26.02 0.00 0.12 0.36 1,000.00 3.90 3,900.00 45.00 431.92 0.20 875.38 315.14 315.14 0.00

27+000 28+000 26.02 0.00 1.48 1,000.00 3.90 3,900.00 45.00 274.75 0.20 843.95 1,249.05 843.95 405.10

28+000 29+000 26.02 0.00 2.48 1,000.00 3.90 3,900.00 45.00 298.35 0.20 848.67 2,104.70 848.67 1,256.03

29+000 30+000 26.02 0.00 3.48 1,000.00 3.90 3,900.00 45.00 239.94 0.20 836.99 2,912.72 836.99 2,075.73

30+000 30+120 26.02 0.00 4.04 120.00 3.90 468.00 31.26 0.20 99.85 403.40 99.85 303.55

30+120 31+000 34.22 0.00 3.66 880.00 3.90 3,432.00 45.00 292.33 0.20 753.87 2,759.15 753.87 2,005.28

31+000 32+000 34.22 0.00 2.72 1,000.00 3.90 3,900.00 45.00 335.72 0.20 856.14 2,328.71 856.14 1,472.57

32+000 33+000 34.22 0.00 1.72 1,000.00 3.90 3,900.00 45.00 194.77 0.20 827.95 1,424.08 827.95 596.13

33+000 34+000 34.22 0.00 0.72 1,000.00 3.90 3,900.00 45.00 205.90 0.20 830.18 597.73 597.73 0.00

34+000 35+000 34.22 0.00 0.12 0.16 1,000.00 3.90 3,900.00 45.00 240.75 0.20 837.15 133.94 133.94 0.00

35+000 36+000 34.22 0.00 0.12 1.16 1,000.00 3.90 3,900.00 143.06 0.20 808.61 937.99 808.61 129.38

36+000 37+000 34.22 0.00 2.28 1,000.00 3.90 3,900.00 45.00 132.27 0.20 815.45 1,859.24 815.45 1,043.78

37+000 38+000 34.22 0.00 3.28 1,000.00 3.90 3,900.00 145.61 0.20 809.12 2,653.92 809.12 1,844.80

38+000 38+020 34.22 0.00 3.79 20.00 3.90 78.00 8.70 0.20 17.34 65.72 17.34 48.38

38+020 39+000 41.82 0.00 3.31 980.00 3.90 3,822.00 45.00 177.90 0.20 808.98 2,677.72 808.98 1,868.74

39+000 39+390 41.82 0.00 2.63 390.00 3.90 1,521.00 45.00 63.82 0.20 325.96 855.66 325.96 529.69

39+390 40+000 41.82 0.00 2.13 610.00 3.75 2,287.50 138.15 0.15 363.85 773.18 363.85 409.33

40+000 41+000 41.82 0.00 1.32 1,000.00 3.75 3,750.00 45.00 146.21 0.15 591.18 780.36 591.18 189.18

41+000 42+000 41.82 0.00 0.12 0.20 1,000.00 3.75 3,750.00 45.00 198.23 0.15 598.98 119.80 119.80 0.00

42+000 43+000 41.82 0.00 0.12 0.56 1,000.00 3.75 3,750.00 45.00 185.97 0.15 597.15 334.40 334.40 0.00

43+000 44+000 41.82 0.00 1.68 1,000.00 3.75 3,750.00 45.00 166.85 0.15 594.28 998.39 594.28 404.11

44+000 44+932 41.82 0.00 2.65 932.00 3.75 3,495.00 90.00 187.52 0.15 565.88 1,497.31 565.88 931.44

180,926.20 30,041.52 56,568.91 25,227.91 31,341.00




CALZADA

D<=1 Km D >1 Km

m3-Km

m3-Km

INICIO (Prog)

FIN (Prog)


ACCESO (Km)

D.L.P. -120.00 m

(Km)

DISTANCIA (Km)

LONGITUD (m)

ANCHO (m)

AREA (m2)

Plazoletas (m2)

Sobre ancho

(m2)

ESPESOR (m)

VOLUMEN (m3)MOMENTO

(m3-Km)

C - 06 Km


C - 02 Km


C - 03Km


C - 04Km


C - 07 Km


C - 08 Km


Km 00+000 Km 44+932

Dist.Media (Km): 1.88

PLANILLA DE METRADOS

ESTUDIO : ESTUDIO DEFINITIVO PARA LAREHABILITACION DE LA CARRETERA SAJINOS-PAIMAS-AYABACA-

SOCCHABAMBA, TRAMO: PAIMAS-AYABACA

TRAMO : Paimas (Km 27+027) - Dv. Lagunas (Km 39+140)

DEPARTAMENTO : PIURA

CONSULTOR : CONSORCIO VICTOR CHAVEZ INGENIEROS

FECHA: Febrero 2011

RESUMEN TRANSPORTE

ITEM DESCRIPCIÓN UNIDAD METRADO

4.00 TRANSPORTE

4.03 TRANSPORTE DE MATERIAL A ELIMINAR HASTA 1 KM. M3K 92,656.42

4.04 TRANSPORTE DE MATERIAL PARA ELIMINAR > 1 KM. M3K 911,579.77

ESTUDIO : ESTUDIO DEFINITIVO PARA LAREHABILITACION DE LA CARRETERA SAJINOS-PAIMAS-AYABACA- SOCCHABAMBA, TRAMO: PAIMAS-AYABACATRAMO : Paimas (Km 27+027) - Dv. Lagunas (Km 39+140)DEPARTAMENTO : PIURACONSULTOR : CONSORCIO VICTOR CHAVEZ INGENIEROS FECHA: Febrero 2011


TRANSPORTE DE MATERIALES EN OBRATransporte de material para Eliminar hasta 1 Km 92,656.42Transporte de material para Eliminar > 1 Km 911,579.77

DME D<=1 Km D >1 Km

39+140 40+000 DME - 1 30+400 0.00 0.12 9.050 1,564.53 327.09 1,237.44 100.00% 1,237.44 11,198.82 1,237.44 9,961.38

40+000 41+000 DME - 2 38+400 0.00 0.12 1.980 8,358.09 0.00 8,358.09 100.00% 8,358.09 16,549.01 8,358.09 8,190.92

41+000 42+000 DME - 1 30+400 0.00 0.12 10.980 2,471.19 0.00 2,471.20 100.00% 2,471.20 27,133.73 2,471.20 24,662.54

42+000 43+000 DME - 2 38+400 0.00 0.12 3.980 4,557.63 0.00 4,557.64 100.00% 4,557.64 18,139.39 4,557.64 13,581.76

43+000 44+000 DME - 2 38+400 0.00 0.12 4.980 3,863.63 0.00 3,863.63 100.00% 3,863.63 19,240.88 3,863.63 15,377.25

44+000 45+000 DME - 2 38+400 0.00 0.12 5.980 1,139.11 973.29 165.82 100.00% 165.82 991.63 165.82 825.81

45+000 46+000 DME - 2 38+400 0.00 0.12 6.980 2,916.15 228.06 2,688.09 100.00% 2,688.09 18,762.84 2,688.09 16,074.75

46+000 47+000 DME - 2 38+400 0.00 0.12 7.980 6,794.16 0.00 6,794.16 100.00% 6,794.16 54,217.36 6,794.16 47,423.21

47+000 48+000 DME - 2 38+400 0.00 0.12 8.980 3,709.94 0.00 3,709.93 100.00% 3,709.93 33,315.22 3,709.93 29,605.28

48+000 49+000 DME - 2 38+400 0.00 0.12 9.980 2,012.99 0.00 2,012.99 100.00% 2,012.99 20,089.64 2,012.99 18,076.65

49+000 50+000 DME - 2 38+400 0.00 0.12 10.980 2,504.19 0.00 2,504.18 100.00% 2,504.18 27,495.95 2,504.18 24,991.77

50+000 51+000 DME - 2 38+400 0.00 0.12 11.980 2,707.01 0.00 2,707.01 100.00% 2,707.01 32,430.02 2,707.01 29,723.00

51+000 52+000 DME - 2 38+400 0.00 0.12 12.980 1,428.63 30.73 1,397.91 100.00% 1,397.91 18,144.81 1,397.91 16,746.90

52+000 53+000 DME - 2 38+400 0.00 0.12 13.980 1,846.54 19.06 1,827.48 100.00% 1,827.48 25,548.14 1,827.48 23,720.66

53+000 54+000 DME - 2 38+400 0.00 0.12 14.980 4,117.78 0.00 4,117.79 100.00% 4,117.79 61,684.43 4,117.79 57,566.65

54+000 55+000 DME - 2 38+400 0.00 0.12 15.980 2,251.60 25.66 2,225.94 100.00% 2,225.94 35,570.54 2,225.94 33,344.60

INICIO (Prog)

FIN (Prog)

UBICACIÓN DE CANTERA

ACCESO (Km)

D.L.P. -120.00 m

(Km)

DISTANCIA (Km)

VOLUMEN PARCIAL (m3)

VOLUMEN COMPENSADO

(m3)

VOLUMEN TOTAL

(m3)

% DE USO

VOLUMEN A UTILIZAR (m3)

MOMENTO (m3-Km)

Km 27+027 Km 80+096.12Km 39+140

DME - 03Km 79+300Acceso: 0.5

Km

DME - 01 Km 30+400

Acceso: Directo

DME - 02 Km 38+400

Acceso: Directo




DME D<=1 Km D >1 KmINICIO (Prog)

FIN (Prog)


ACCESO (Km)

D.L.P. -120.00 m

(Km)

DISTANCIA (Km)


VOLUMEN COMPENSADO

(m3)

VOLUMEN TOTAL

(m3)

% DE USO


MOMENTO (m3-Km)

Km 27+027 Km 80+096.12Km 39+140

DME - 03Km 79+300Acceso: 0.5

Km

DME - 01 Km 30+400

Acceso: Directo

DME - 02 Km 38+400

Acceso: Directo

55+000 56+000 DME - 2 38+400 0.00 0.12 16.980 1,966.78 43.94 1,922.84 100.00% 1,922.84 32,649.86 1,922.84 30,727.02

56+000 57+000 DME - 2 38+400 0.00 0.12 17.980 3,013.35 94.47 2,918.88 100.00% 2,918.88 52,481.41 2,918.88 49,562.53

57+000 58+000 DME - 2 38+400 0.00 0.12 18.980 2,845.48 5.56 2,839.92 100.00% 2,839.92 53,901.68 2,839.92 51,061.76

58+000 59+000 DME - 2 38+400 0.00 0.12 19.980 2,985.06 0.00 2,985.06 100.00% 2,985.06 59,641.60 2,985.06 56,656.53

59+000 60+000 DME - 2 38+400 0.00 0.12 20.980 1,623.34 31.89 1,591.45 100.00% 1,591.45 33,388.73 1,591.45 31,797.27

60+000 61+000 DME - 2 38+400 0.00 0.12 21.980 929.95 458.50 471.46 100.00% 471.46 10,362.60 471.46 9,891.15

61+000 62+000 DME - 2 38+400 0.00 0.12 22.980 818.28 361.78 456.50 100.00% 456.50 10,490.28 456.50 10,033.78

62+000 63+000 DME - 2 38+400 0.00 0.12 23.980 1,119.98 872.08 247.90 100.00% 247.90 5,944.57 247.90 5,696.67

63+000 64+000 DME - 2 38+400 0.00 0.12 24.980 1,307.47 399.48 907.99 100.00% 907.99 22,681.69 907.99 21,773.70

64+000 65+000 DME - 2 38+400 0.00 0.12 25.980 1,704.48 70.35 1,634.13 100.00% 1,634.13 42,454.57 1,634.13 40,820.44

65+000 66+000 DME - 2 38+400 0.00 0.12 26.980 527.56 240.58 286.97 100.00% 286.97 7,742.45 286.97 7,455.48

66+000 67+000 DME - 2 38+400 0.00 0.12 27.980 2,005.72 122.06 1,883.66 100.00% 1,883.66 52,704.72 1,883.66 50,821.07

67+000 68+000 DME - 2 38+400 0.00 0.12 28.980 1,550.27 75.53 1,474.74 100.00% 1,474.74 42,737.94 1,474.74 41,263.20

68+000 69+000 DME - 3 79+300 0.50 0.12 11.180 2,045.00 0.00 2,045.00 100.00% 2,045.00 22,863.10 2,045.00 20,818.10

69+000 70+000 DME - 3 79+300 0.50 0.12 10.180 1,976.95 279.03 1,697.92 100.00% 1,697.92 17,284.82 1,697.92 15,586.90

70+000 71+000 DME - 3 79+300 0.50 0.12 9.180 5,059.72 14.94 5,044.78 100.00% 5,044.78 46,311.07 5,044.78 41,266.29




DME D<=1 Km D >1 KmINICIO (Prog)

FIN (Prog)


ACCESO (Km)

D.L.P. -120.00 m

(Km)

DISTANCIA (Km)


VOLUMEN COMPENSADO

(m3)

VOLUMEN TOTAL

(m3)

% DE USO


MOMENTO (m3-Km)

Km 27+027 Km 80+096.12Km 39+140

DME - 03Km 79+300Acceso: 0.5

Km

DME - 01 Km 30+400

Acceso: Directo

DME - 02 Km 38+400

Acceso: Directo

71+000 72+000 DME - 3 79+300 0.50 0.12 8.180 3,224.62 0.00 3,224.62 100.00% 3,224.62 26,377.35 3,224.62 23,152.74

72+000 73+000 DME - 3 79+300 0.50 0.12 7.180 1,873.25 0.00 1,873.25 100.00% 1,873.25 13,449.96 1,873.25 11,576.71

73+000 74+000 DME - 3 79+300 0.50 0.12 6.180 1,825.21 0.00 1,825.21 100.00% 1,825.21 11,279.77 1,825.21 9,454.57

74+000 75+000 DME - 3 79+300 0.50 0.12 5.180 920.00 12.48 907.52 100.00% 907.52 4,700.96 907.52 3,793.44

75+000 76+000 DME - 3 79+300 0.50 0.12 4.180 1,148.93 86.51 1,062.42 100.00% 1,062.42 4,440.89 1,062.42 3,378.48

76+000 77+000 DME - 3 79+300 0.50 0.12 3.180 1,886.97 0.00 1,886.97 100.00% 1,886.97 6,000.55 1,886.97 4,113.58

77+000 78+000 DME - 3 79+300 0.50 0.12 2.180 691.30 114.58 576.72 100.00% 576.72 1,257.25 576.72 680.53

78+000 79+000 DME - 3 79+300 0.50 0.12 1.180 1,754.49 0.00 1,754.49 100.00% 1,754.49 2,070.30 1,754.49 315.81

79+000 80+000 DME - 3 79+300 0.50 0.12 0.580 856.80 120.26 736.54 100.00% 736.54 427.19 427.19 0.00

80+000 80+096 DME - 3 79+300 0.50 0.12 1.128 69.56 0.00 69.56 100.00% 69.56 78.47 69.56 8.90

97,973.67 5,007.90 92,965.77 92,965.77 1,004,236.19 92,656.42 911,579.77





CALZADA

SECTOR MEZCLA D<=1 Km D >1 Km

20+120 C-01 (90%)20+120 25+500

C-01 19+140 0.00 0.12 3.555,380.00 3.825 20,578.50 0.25 5,144.63

90.00% 4,630.16 16,437.08 4,630.16 11,806.91

25+500 C-04 (10%) C-04 40+010 2.72 0.12 19.80 10.00% 514.46 10,186.36 514.46 9,671.89

25+500 C-01 (90%)25+500 27+500

C-01 19+140 0.00 0.12 7.242,000.00 3.825 7,650.00 0.20 1,530.00

90.00% 1,377.00 9,969.48 1,377.00 8,592.48

27+500 C-04 (10%) C-04 40+010 2.72 0.12 16.11 10.00% 153.00 2,464.83 153.00 2,311.83

27+500 C-02 (90%)27+500 29+300

C-02 29+300 0.00 0.12 0.781,800.00 3.825 6,885.00 0.20 1,377.00

90.00% 1,239.30 966.65 966.65 0.00

29+300 C-04 (10%) C-04 40+010 2.72 0.12 14.21 10.00% 137.70 1,956.72 137.70 1,819.02

29+300 C-02 (90%)29+300 29+500

C-02 29+300 0.00 0.12 -0.02200.00 3.825 765.00 0.20 153.00

90.00% 137.70 -2.75 -2.75 0.00

29+500 C-04 (10%) C-04 40+010 2.72 0.12 13.21 10.00% 15.30 202.11 15.30 186.81

29+500 C-02 (90%)29+500 31+100

C-02 29+300 0.00 0.12 0.881,600.00 3.825 6,120.00 0.25 1,530.00

90.00% 1,377.00 1,211.76 1,211.76 0.00

31+100 C-04 (10%) C-04 40+010 2.72 0.12 12.31 10.00% 153.00 1,883.43 153.00 1,730.43

31+100 C-03 (90%)31+100 35+600

C-03 36+730 0.00 0.12 3.264,500.00 3.825 17,212.50 0.25 4,303.13

90.00% 3,872.81 12,625.37 3,872.81 8,752.56

35+600 C-04 (10%) C-04 40+010 2.72 0.12 9.26 10.00% 430.31 3,984.69 430.31 3,554.38

35+600 C-03 (90%)35+600 36+730

C-03 36+730 0.00 0.12 0.441,130.00 3.825 4,322.25 0.20 864.45

90.00% 778.01 346.21 346.21 0.00

36+730 C-04 (10%) C-04 40+010 2.72 0.12 6.44 10.00% 86.45 557.14 86.45 470.69

36+730 C-03 (90%)36+730 38+000

C-03 36+730 0.00 0.12 0.521,270.00 3.825 4,857.75 0.20 971.55

90.00% 874.40 450.31 450.31 0.00

38+000 C-04 (10%) C-04 40+010 2.72 0.12 5.25 10.00% 97.16 509.58 97.16 412.42

38+000 C-03 (90%)38+000 39+900

C-03 36+730 0.00 0.12 2.101,900.00 3.825 7,267.50 0.25 1,816.88

90.00% 1,635.19 3,433.89 1,635.19 1,798.71

39+900 C-04 (10%) C-04 40+010 2.72 0.12 3.66 10.00% 181.69 664.98 181.69 483.29

39+900 C-05 (90%)39+900 40+010

C-05 43+090 1.00 0.12 4.02110.00 3.825 420.75 0.25 105.19

90.00% 94.67 380.10 94.67 285.43

40+010 C-04 (10%) C-04 40+010 2.72 0.12 2.66 10.00% 10.52 27.93 10.52 17.41

40+010 C-05 (90%)40+010 43+090

C-05 43+090 1.00 0.12 2.423,080.00 3.825 11,781.00 0.25 2,945.25

90.00% 2,650.73 6,414.75 2,650.73 3,764.03

43+090 C-04 (10%) C-04 40+010 2.72 0.12 4.14 10.00% 294.53 1,219.33 294.53 924.81

43+090 C-05 (90%)43+090 46+090

C-05 43+090 1.00 0.12 2.383,000.00 3.825 11,475.00 0.25 2,868.75

90.00% 2,581.88 6,144.86 2,581.88 3,562.99

46+090 C-04 (10%) C-04 40+010 2.72 0.12 7.18 10.00% 286.88 2,059.76 286.88 1,772.89

99,335.25 23,609.81 84,094.57 22,175.60 61,918.98


m3-Km

m3-Km

INICIO (Prog)

FIN (Prog)

CANTERA


ACCESO (Km)

D.L.P. -120.00 m

(Km)

DISTANCIA (Km)

LONGITUD (m)

ANCHO (m)

AREA (m2)

Plazoletas (m2)

Sobre ancho

(m2)

ESPESOR (m)


% DE USO


MOMENTO (m3-Km)

C - 03 Km 36+730

Acceso: Directo

C - 01 Km 19+140

Acceso: Directo

C - 02Km 29+300

Acceso: Directo

C - 04 Km 40+010

Acceso: 2.72 Km

C - 05 Km 43+090

Acceso: 1.00 Km

Km 20+120 Km 46+090

CÁLCULO DEL TRANSPORTE DE MATERIAL LIGANTE

05 TRANSPORTE05.03 Transporte de Material Ligante D <= 1 km #REF!

05.04 Transporte de Material Ligante D > 1 km #REF!

CANTERA D<=1km D>1km

C - 02 3.65 4.62 0.00 0.12 0.85 23,322.94 15.00% 3,498.44 2,973.67 2,973.67 0.00C - 03 9.270 7.93 0.00 0.12 1.22 #REF! 10.00% #REF! #REF! #REF! #REF!C - 04 18.02 11.70 0.00 0.12 6.20 #REF! 10.00% #REF! #REF! #REF! #REF!C - 06 26.02 31.20 0.00 0.12 5.06 #REF! 10.00% #REF! #REF! #REF! #REF!C - 07 34.22 31.42 0.00 0.12 2.68 #REF! 15.00% #REF! #REF! #REF! #REF!C - 08 41.82 42.38 0.00 0.12 0.44 286.88 20.00% 57.38 25.25 25.25 0.00

#REF! #REF! #REF! #REF! #REF!Dist.Media (km): #REF!

m3-km

m3-km

UBICACIÓN CANTERA Ci

(Km)

UBICACIÓN DE MATERIAL LIGANTE (Km)

ACCESO (km)

D.L.P. -120.00 m

(Km)

DISTANCIA (km)

VOLUMEN DE AFIRMADO (m3)

(%) DE MATERIAL

LIGANTE EN AFIRMADO

VOLUMEN DE LIGANTE (m3)

MOMENTO (m3-km)

L4 Km


L1 Km

04+620Acces

o: Directo

L2Km


L3Km


L5 Km

31+420Acceso

: Directo

L6 Km


Km 00+000 Km 44+932

transporte de material a eliminar

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