• Author / Uploaded
• Glenn Dueñas

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1 2 3 4

eficiencia

70%

partidas extraccion y acopio zarandeo por gravedad transporte colocacion

und m3 m3 m3 m3

cu

cant 6.81 7.22 13.71 14.56

parcial 1.59 10.8095238 1.71 12.3771429 1.20 16.448 1.00 14.56

t1 t2 dmt v1 v2 ciclo

5 5 10 30 km/h 40 km/h 45 min

jornada

8h 480 min 10.6666667 10 vol volquete 15 costo hm 257

# ciclos 0.5 km/min 0.67 km/min

cotos transporte

1 2 3 4

eficiencia

20%

partidas extraccion y acopio zarandeo por gravedad transporte colocacion

und m3 m3 m3 m3

costo m3

S/54.19 m3

espesor de 25 cm

S/13.55 m2

cu

cant 6.81 13.71 13.71 14.56

parcial 5.56 37.8333333 6.00 82.24 1.20 16.448 1.00 14.56

t1 t2 dmt v1 v2 ciclo

5 5 10 30 km/h 40 km/h 45 min

jornada

8h 480 min 10.6666667 10 vol volquete 15 costo hm 257

# ciclos 0.5 km/min 0.67 km/min

cotos transporte costo m3

1 2 3 4

86%

partidas extraccion y acopio TIRURADO Y ZANADEO transporte colocacion

und m3 m3 m3 m3

cu

cant 6.81 19.43 13.71 14.56

S/24.22

S/37.77 m2

parcial 1.30 8.83027969 1.40 27.2097094 1.20 16.448 1.00 14.56

t1 t2 dmt v1 v2 ciclo

5 5 10 30 km/h 40 km/h 45 min

jornada

8h 480 min 10.6666667 10 vol volquete 15 costo hm 257

# ciclos 0.5 km/min 0.67 km/min

cotos transporte

1 2 3 4

eficiencia

70%

partidas extraccion y acopio zarandeo por gravedad transporte colocacion

und m3 m3 m3 m3

costo m3

S/67.05 m3

espesor de 25 cm

S/16.76 m2

cu

cant 6.81 7.22 13.71 14.56

parcial 1.59 10.8095238 1.71 12.3771429 1.20 16.448 1.00 14.56

t1 t2 dmt v1 v2 ciclo

5 5 10 30 km/h 40 km/h 45 min

1 2 3 4

50%

partidas extraccion y acopio zarandeo por gravedad transporte colocacion

und m3 m3 m3 m3

costo m3

S/54.19 m3

espesor de 25 cm

S/13.55 m2

cu

cant 6.81 7.22 45.69 14.56

parcial 2.22 15.13 2.40 17.33 1.20 54.8266667 1.00 14.56

t1 t2 dmt v1 v2 ciclo

5 5 40 30 km/h 40 km/h 150 min

8h 480 min 10.6666667 10 vol volquete 15 costo hm 257

# ciclos 0.5 km/min 0.67 km/min

jornada # ciclos 0.5 km/min 0.67 km/min

vol volquete costo hm cotos transporte

costo m3 espesor de 25 cm

S/101.85 m3 S/25.46 m2

S/11.91

13.71

jornada

cotos transporte

eficiencia

13.71

S/151.08 m3

espesor de 25 cm

eficiencia

13.71

13.71

8h 480 min 3.2 3 15 257 45.69

3 2 1 3/8 4 10 40 200 < 200

3 2 1 3/8 4 10 40 200 < 200

MALLA 75 50 25 9.5 4.75 2 0.425 0.075

MALLA 75 50 25 9.5 4.75 2 0.425 0.075

MINIMO 100 100 75 40 30 20 15 5

MINIMO 100 100 75 40 30 20 15 5

% PASA MAXIMO CANTERA 100 86 100 78 95 69 75 51 60 43 45 29 30 14 15 2

% PASA MAXIMO CANTERA 100 86 100 78 95 69 75 51 60 43 45 29 30 14 15 2

MEDIA 100 100 85 57.5 45 32.5 22.5 10

MEDIA 100 100 85 57.5 45 32.5 22.5 10

% RETENIDO MINIMO MAXIMO 0 0 0 0 25 5 35 20 10 15 10 15 5 15 10 15 5 15 100 100

% RETENIDO MINIMO MAXIMO 0 0 0 0 25 5 35 20 10 15 10 15 5 15 10 15 5 15 100 100

CANTERA 14 8 9 18 8 14 15 12 2 100

CANTERA 14 8 9 18 8 14 15 12 2 100

M3/M3 0.14 0.08 0.09 0.18 0.08 0.14 0.15 0.12 0.02 1

M3/M3 0.14 0.08 0.09 0.18 0.08 0.14 0.15 0.12 0.02 1

744,000.00 REQUERIM 104,160.00 59,520.00 66,960.00 133,920.00 59,520.00 104,160.00 111,600.00 89,280.00 14,880.00 744,000.00 7440000 EFICIENCIA 173,644.00 REQUERIM 24,310.16 13,891.52 15,627.96 31,255.92 13,891.52 24,310.16 26,046.60 20,837.28 3,472.88 173,644.00 7440000 EFICIENCIA

3 2 1 3/8 4 10 40 200 < 200

20.00%

3 2 1 3/8 4 10 40 200 < 200

85.69%

MEDIA 0 0 15 27.5 12.5 12.5 10 12.5 10 100

MEDIA 0 0 15 27.5 12.5 12.5 10 12.5 10 100

M3/M3 0.00 0.00 0.15 0.28 0.13 0.13 0.10 0.13 0.10 1

M3/M3 0.00 0.00 0.15 0.28 0.13 0.13 0.10 0.13 0.10 1

148,800.00 REQUERIM 0.00 0.00 22,320.00 40,920.00 18,600.00 18,600.00 14,880.00 18,600.00 14,880.00 148,800.00

148,800.00 REQUERIM 0.00 0.00 22,320.00 40,920.00 18,600.00 18,600.00 14,880.00 18,600.00 14,880.00 148,800.00

11,407.12 32,471.72

6,692.04 9,664.08 4,708.48

SOBRA FALTA 24,310.16 13,891.52

5,710.16 11,166.60 2,237.28

32,471.43