mezcla asfaltica granulometri y absorcion

7/27/2019 Mezcla Asfaltica Granulometri y Absorcion

1/13

Tamiz (pulg) Abertura (mm) Log(abrtura) Wret (g) Wret(%) Pasante(%)

3 75.000 1.88 100.002 1/2 63.000 1.80 100.00

2 50.000 1.70 100.00

1 1/2 37.500 1.57 0.000 0.00 40.00

1 25.000 1.40 0.148 2.96 37.04

3/4 19.000 1.28 0.599 11.97 25.07

1/2 12.500 1.10 0.522 10.43 14.65

3/8 9.500 0.98 0.526 10.51 4.14

1/4 6.250 0.80 0.133 2.66 1.48

N4 4.750 0.68 0.074 1.48

Suma 2.00 40.00


3 75.000 1.88 100.00

2 1/2 63.000 1.80 100.00

2 50.000 1.70 100.00

1 1/2 37.500 1.57 0.000 0.00 40.00

1 25.000 1.40 0.000 0.00 40.00

3/4 19.000 1.28 0.445 5.85 34.15

1/2 12.500 1.10 1.140 14.98 19.18

3/8 9.500 0.98 0.703 9.23 9.94

1/4 6.250 0.80 0.600 7.88 2.06

N4 4.750 0.68 0.157 2.06

Suma 3.05 40.00


3/8 9.5 0.978 0 0 60.00

1/4 6.25 0.796 7.32 0.86 59.14

N4 4.75 0.677 14.94 1.75 57.39

N8 2.360 0.37 91.03 10.67 46.72

N10 2.000 0.30 28.59 3.35 43.37

N20 0.850 -0.07 114.4 13.41 29.97

N30 0.600 -0.22 37.03 4.34 25.63

N40 0.425 -0.37 37.45 4.39 21.24

N50 0.300 -0.52 37.51 4.40 16.84

N80 0.180 -0.74 37.68 4.42 12.43

N100 0.150 -0.82 14.68 1.72 10.71

N200 0.075 -1.12 35.23 4.13 6.58

agregado grueso 1

agregado grueso 2

agregado fino 1


2/13

fondo 0 0 39.09 6.58 0

suma 494.95 60.00

Tamiz (pulg) Abertura (mm) Wret (g) Total Wret(%) Pasante(%)

1 1/2 37.5 0 0.00 100.001 25 148 2.96 97.04

3/4 19 599 11.97 85.07

1/2 12.5 522 10.43 74.64

3/8 9.5 526 10.51 64.14

1/4 6.25 140.32 3.52 60.62

N4 4.75 19.07 3.23 57.39 159.39

N8 2.36 147.29 10.67 46.72

N10 2 31.64 3.35 43.37 178.93

N20 0.85 114.4 13.41 29.97

N30 0.6 37.03 4.34 25.63

N40 0.425 37.45 4.39 21.24 188.88

N50 0.3 37.51 4.40 16.84

N80 0.18 37.68 4.42 12.43 75.19

N100 0.15 14.68 1.72 10.71

N200 0.075 35.23 4.13 6.58 49.91

Bandeja fondo 49.32 6.58

2496.62 100.00


1 1/2 37.5 100.00

1 25 0.00 100.003/4 19 599 25.50 74.501/2 12.5 522 22.23 52.27 3/8 9.5 526 22.40 29.87 N4 4.75 159.39 6.79 23.09

N10 2 178.93 7.62 15.47

N40 0.425 188.88 8.04 7.43

N80 0.18 75.19 3.20 4.23

N200 0.075 49.91 2.13 2.10

fondo 49.32 2.10

2348.62 100.00


3/4 19 0.00 100.00

1/2 12.5 522 29.84 70.16

3/8 9.5 526 30.06 40.10

N4 4.75 159.39 9.11 30.99

N10 2 178.93 10.23 20.76

PARA ESTE CASO SE ELIMINAR EL MATERIAL RETENIDO TAMIZ 3/4"

PARA ESTE CASO SE ELIMINAR EL MATERIAL RETENIDO TAMIZ 1"

agregado total grueso + fino


3/13

N40 0.425 188.88 10.80 9.97

N80 0.18 75.19 4.30 5.67

N200 0.075 49.91 2.85 2.82

fondo 49.32 2.82

1749.62 100.00


1/2 12.5 0.00 100.00

3/8 9.5 0.00 100.00

N4 4.75 159.39 22.72 77.28

N10 2 178.93 25.50 51.78

N40 0.425 188.88 26.92 24.86

N80 0.18 75.19 10.72 14.14

N200 0.075 49.91 7.11 7.03

fondo 49.32 7.03

701.62 100.00

SE CONCLUYE QUE LA GRANULOMETRA DE NUESTR

ASFLTICA MAC 3, PARA ELLO SE TENDR QU

PARA ESTE CASO SE ELIMINAR EL MATERIAL RETENIDO TAMIZ 3/8"


4/13

3.515

3.229

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.0090.00

100.00

1.00010.000100.000

PASANTE%

DIMETRO ESC. LOGARTMICA

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

1.00010.000100.000

PASANTE%


0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.1110

PASANTE%



5/13

LI LS

100 10080 100

70 85

60 80

43 54

29 45

14 25

8 17

4 8

LI LS

100 100

80 100

70 88

51 68

38 52

MAC 2

MAC 1

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.1110

PASANTE%

DIMETRO EC. LOGARTMICA

0.00

20.00

40.00

60.00

80.00

100.00

120.00

110100

PASANTE%

DIAMETRO ESC. LOGAR

HUSO MAC1

80.00

100.00

120.00

%

HUSO MAC2HUSO MAC1HUSO MAC1


6/13

17 28

8 17

4 8

LI LS

100 100

65 87

43 61

16 29

9 19

5 10

OS AGREGADOS SUGIEREN LA ELABORACIN DE UNA MEZCLA

E ELIMINAR EL MATERIAL RETENIDO EN EL TAMIZ 3/8"

MAC 3

0.00

20.00

40.00

60.00

110100

PASANTE

DIAMETRO ESC. LO

0.00

20.00

40.00

60.00

80.00

100.00

120.00

110

PASANTE%

DIAMETRO ESC. LO

HUSO MAC3


7/13

0.01


8/13

0.01

0.010.1

TMICA

GRANULOMETRA

LIMITE INF.

LIMITE SUP.


9/13

0.010.1

GARTMICA

Series1

Series2

Series3

0.010.1

ARTMICA

Series1

Series2

Series3


10/13

PESO ESPECIFICO Y ABSORCIN DE AGREGADOS GRUESOS

MTC E 206 2000

Tamao mximo nominal Carga minima

1" 4 Kg

A = Peso en el aire de la muestra seca en gramos

B = Peso en el aire de la muestra saturada con superficie seca, en gram

C = Peso sumergido en agua de la muestra saturada, en gramos.

A 4739 gramosB 4908.2 gramos

C 2922.2 gramos

Paparente

Ps.s.s

Pnominal

ABSORCIN %

DE ACUERDO A LA EG-2013 EL %DE ABSORCIN ADMISIBLE COMO MX. ES DE 1%,

CUMPLE PAR NUESTRO MATERIAL GRUESO QUE POSEE UN ABSORCION DEL


11/13

s.

2.38620342

2.38620342

2.60843241

3.5703735

ESTO NO SE

3.6%


12/13


1.5 37.5 0.00 0.00 100.00

1 25 148.00 2.96 97.04

0.75 19 599.00 11.97 85.07

0.5 12.5 522.00 10.43 74.64

0.375 9.5 526.00 10.51 64.141/4" 6.25 140.32 3.52 60.62

N4 4.75 19.07 3.23 57.39

N8 2.36 147.29 10.67 46.72

N10 2 31.64 3.35 43.37

N20 0.85 114.40 13.41 29.97

N30 0.6 37.03 4.34 25.63

N40 0.425 37.45 4.39 21.24

N50 0.3 37.51 4.40 16.84

N80 0.18 37.68 4.42 12.43

N100 0.15 14.68 1.72 10.71

N200 0.075 35.23 4.13 6.58

Bandeja fondo 49.32 6.58 0.00

0 0 2496.62 100.00 0.00


13/13

onizado , cemento como maximo 3%, el filler micronizad

mezcla asfaltica granulometri y absorcion

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