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ARENA

3/8" - - -

1/4" - - -

N° 4 13.50 2.70 2.70

N° 8 85.00 17.00 19.70

N° 16 101.50 20.30 40.00N° 30 103.50 20.70 60.70

N° 50 104.00 20.80 81.50

N° 100 61.50 12.30 93.80

FONDO 31.00 6.20 100.00

SUMA 500.00 100.00 MODULO DE FINURA

ARENA

1/2" - - -

3/8" - - -1/4" - - -

N° 4 - - -

N° 8 5.00 1.00 1.00

N° 16 50.00 10.00 11.00

N° 30 160.00 32.00 43.00

N° 50 150.00 30.00 73.00

N° 100 90.00 18.00 91.00

FONDO 45.00 9.00 100.00

SUMA 500.00 100.00 MODULO DE FINURA

PIEDRA

3" - - -

2 1/2" - - -

1 1/2" - - -

1" - - -

3/4" 10.50 0.21 0.21

1/2" 1,664.00 33.28 33.49

3/8" 1,616.50 32.33 65.82

1/4" 1,358.50 27.17 92.99FONDO 350.50 7.01 100.00

SUMA 5,000.00 100.00 MODULO DE FINURA

 TAMIZMALLA N°

PESO RETENIDOEN ADA MALLA

PORENTA!ERETENIDO

#$ RETENIDOA%M%LADO

 TAMIZMALLA N°

PESO RETENIDOEN ADA MALLA

PORENTA!ERETENIDO

#$ RETENIDOA%M%LADO

 TAMIZMALLA N°

PESO RETENIDOEN ADA MALLA

PORENTA!ERETENIDO

#$ RETENIDOA%M%LADO

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A&RE&ADO FINO TA

  100.00 3/8" 9.500 100.00 3/8"

  100.00 -----' T()(*+ ))+ N° 4 4.750 97.30 N° 4

  97.30 -----' T()(*+ ))+ +)( N° 8 2.360 80.30 N° 8

  80.30 N° 16 1.180 60.00 N° 16

  60.00 N° 30 0.600 39.30 N° 30  39.30 N° 50 0.300 18.50 N° 50

  18.50 N° 100 0.150 6.20 N° 100

  6.20

-

2.98

100.00

100.00100.00

100.00 -----' T()(*+ ))+

  99.00 -----' T()(*+ ))+ +)(

  89.00

57.00

27.00

9.00

-

2.19

100.00

100.00

100.00

100.00 -----' T()(*+ ))+

  99.79 -----' T()(*+ ))+ +)(

  66.51

34.18

7.010.00

6.66

#$ %E PASAA%M%LADO

#$ %E PASAA%M%LADO

#$ %E PASAA%M%LADO

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IZ INFERIOR S%PERIOR

9.500 100.00

4.750 95.00 100.00

2.360 80.00 100.00

1.180 50.00 85.00

0.600 25.00 60.000.300 10.00 30.00

0.150 2.00 10.00

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0.010 0.100 1.00

LAORATORIO I

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0.010 0.100 1.000

LAORATORIO INFERIOR

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10.000 100.0000.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

S%PERIOR

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PIEDRA

3" - -

2 1/2" - -

1 1/2" - -

1" - -

3/4" 10.50 0.211/2" 1,664.00 33.28

3/8" 1,616.50 32.33

1/4" 1,358.50 27.17

FONDO 350.50 7.01

SUMA 5,000.00 100.00

 TAMIZ N°

#$ RET. PIEDRA

&$ 54.90

3" 0.00 0.00

2 1/2" 0.00 0.00

1 1/2" 0.00 0.00

1" 0.00 0.00

3/4" 0.21 0.12

1/2" 33.28 18.27

3/8" 32.33 17.75

1/4" 27.17 14.92

N° 4 0.00 0.00N° 8 0.00 0.00

N° 16 0.00 0.00

N° 30 0.00 0.00

N° 50 0.00 0.00

N° 100 0.00 0.00

FONDO 7.01 3.85

S%MA 100.00 54.90

P. )) PIEDRA3" 76.10 100.00

1 1/2" 38.10 100.00

3/4" 19.00 99.79

3/8" 9.50 34.18

N° 4 4.75

N° 8 2.36

N° 16 1.18

 TAMIZMALLA N°

PESO RETENIDOEN ADA MALLA

PORENTA!ERETENIDO

PESO RET. &#P$

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N° 30 0.60

N° 50 0.30

N° 100 0.15

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ARENA

 TAMIZ MALLA N°

  - 100.00 3/8"

  - 100.00 1/4"

  - 100.00 N° 4

  - 100.00 N° 8

  0.21 99.79 N° 16  33.49 66.51 N° 30

  65.82 34.18 N° 50

  92.99 7.01 N° 100

  100.00 0.00 FONDO

 MODULO FINURA 6.66 SUMA

#$ RET. FINO PESO RET. F#A$ &RAN%. DEL A&RA&ADO &LOAL

F$ 45.10 #$ RET. A%M.

0.000 0.00 0.00 0.00 100.00

0.000 0.00 0.00 0.00 100.00

0.000 0.00 0.00 0.00 100.00

0.000 0.00 0.00 0.00 100.00

0.000 0.00 0.12 0.12 99.88

0.000 0.00 18.27 18.39 81.61

0.000 0.00 17.75 36.14 63.86

0.000 0.00 14.92 51.05 48.95

2.700 1.22 1.22 52.27 47.7317.000 7.67 7.67 59.94 40.06

20.300 9.16 9.16 69.09 30.91

20.700 9.34 9.34 78.43 21.57

20.800 9.38 9.38 87.81 12.19

12.300 5.55 5.55 93.36 6.64

6.200 2.80 6.64 100.00 0.00

100.00 45.10 100.00 MOD. FINURA 4.77

ARENA &LOAL100.00

100.00

99.88

100.00 63.86

97.30 47.73

80.30 40.06

60.00 30.91

#$ RETENIDOA%M%LADO

#$ %E PASAA%M%LADO

#$ RET.&LOAL

#$ RET. A%. .PASA

 

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39.30 21.57

18.50 12.19

6.20 6.64

0.01

Axis Titl

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  - - - 100.00

- - - 100.00

13.50 2.70 2.70 97.30

85.00 17.00 19.70 80.30

101.50 20.30 40.00 60.00103.50 20.70 60.70 39.30

104.00 20.80 81.50 18.50

61.50 12.30 93.80 6.20

31.00 6.20 100.00 -

500.00 100.00 MODULO FINURA 2.98

PESO RETENIDOEN ADA MALLA

PORENTA!ERETENIDO

#$ RETENIDOA%M%LADO

#$ %E PASAA%M%LADO

70.00

80.00

90.00

100.00

PIEDRA ARENA &LOAL

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0.10 1.00 10.00 100.000.00

10.00

20.00

30.00

40.00

50.00

.

Axis Titl

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