Granulometría de la Mezcla de Agregados
Agregados Agregado Global
0.445 0.468 0.492 0.515 0.539 0.562 0.586 0.610 0.633
0.555 0.532 0.508 0.485 0.461 0.438 0.414 0.390 0.367
1 1/2" 0.00
Com
bin
ació
n d
e A
greg
ados
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1" 3.88 1.73 1.82 1.91 2.00 2.09 2.18 2.27 2.37 2.46
3/4" 28.31 12.59 13.26 13.92 14.59 15.26 15.93 16.59 17.26 17.93
1/2" 62.80 0.00 27.93 29.41 30.88 32.36 33.84 35.32 36.80 38.28 39.76
3/8" 79.52 0.11 35.42 37.29 39.16 41.03 42.90 44.77 46.65 48.52 50.39
No 4 98.27 2.83 45.27 47.52 49.77 52.02 54.27 56.51 58.76 61.01 63.26
No 8 99.63 16.35 53.38 55.34 57.31 59.27 61.23 63.19 65.15 67.11 69.08
No 16 100.00 37.83 65.48 66.94 68.41 69.87 71.33 72.80 74.26 75.73 77.19
No 30 100.00 59.42 77.47 78.42 79.38 80.33 81.29 82.25 83.20 84.16 85.11
No 50 100.00 76.72 87.07 87.62 88.17 88.72 89.26 89.81 90.36 90.91 91.46
No 100 100.00 87.98 93.32 93.61 93.89 94.17 94.46 94.74 95.02 95.31 95.59
No 200 100.0 93.49 96.38 96.54 96.69 96.85 97.00 97.15 97.31 97.46 97.61
fondo 100.0 55.53 53.17 50.82 48.46 46.11 43.75 41.40 39.04 36.69474.6
Mf 7.05739 2.81215 Mf 4.70 4.80 4.90 5.00 5.10 5.20 5.30 5.40 5.50
TAMIZ ASTM Piedra
Ag
Arena
Af
% Pd
% Ar
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
5
4
2581114
17
20
23
26
47
10
13
16
19
22
25
28
31
34
37
40
43
46
Curvas Granulométricas del Agregado Global
Por
cen
taje
Qu
e P
asa
Acu
mu
lad
oP
orcentaje R
etenid
o Acu
mu
lado
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
5
4
2581114
17
20
23
26
47
10
13
16
19
22
25
28
31
34
37
40
43
46
Curvas Granulométricas del Agregado Global
Por
cen
taje
Qu
e P
asa
Acu
mu
lad
oP
orcentaje R
etenid
o Acu
mu
lado
Granulometría de los Agregados
Piedra Chancada Arena Gruesa
Peso Porcentajes Peso Porcentajes
Retenido Retenido Retenido Retenido
1 1/2" 0.00 0.00 0.00 100.00 1/2" 0.00 0.00 0.00
1" 388.19 3.88 3.88 96.12 3/8" 1.05 0.11 0.11
3/4" 2443.17 24.43 28.31 71.69 No 4 27.20 2.72 2.83
1/2" 3448.39 34.48 62.80 37.20 No 8 135.20 13.52 16.35
3/8" 1672.29 16.72 79.52 20.48 No 16 214.85 21.49 37.83
1875.46 18.75 98.27 1.73 No 30 215.90 21.59 59.42
135.50 1.36 99.63 0.37 No 50 172.95 17.29 76.72
37.00 0.37 100.00 0.00 No100 112.60 11.26 87.98
0.00 0.00 100.00 0.00 No 200 55.15 5.52 93.49
0.00 0.00 100.00 0.00 65.10 6.51 100.00
0.00 0.00 100.00 0.00 Total 1000 100.00
0.00 0.00 100.00 0.00
Total 10000 100.00
Cantera :Dafne - Barick Cantera :Dafne - Barick
Peso específico PUS:
Peso específico PUS
Absorción PUC : Absorción PUC
Humedad mf : 7.06 Humedad mf
Tamiz ASTM
Tamiz ASTM
Retenido Acumulado
Que Pasa
Retenido Acumulado
No 4
No 8
No 16
No 30
No 50
No 100
No 200
Propiedades Físicas de los Agregados
0
10
20
30
40
50
60
70
80
90
100
25811
47
10
13
4
3
Curvas Granulométricas de los Agregados
Por
cen
taje
Qu
e P
asa
Acu
mu
lad
o
Porcen
taje Reten
ido A
cum
ulad
o
Mallas ASTM
0
10
20
30
40
50
60
70
80
90
100
25811
47
10
13
4
3
Curvas Granulométricas de los Agregados
Por
cen
taje
Qu
e P
asa
Acu
mu
lad
o
Porcen
taje Reten
ido A
cum
ulad
o
Mallas ASTM
Granulometría de los Agregados
Arena Gruesa
Porcentajes
100.00
99.90
97.18
83.66
62.17
40.58
23.28
12.02
6.51
0.00
Dafne - Barick
2.81
Que Pasa
Propiedades Físicas de los Agregados
0
10
20
30
40
50
60
70
80
90
100
25811
47
10
13
4
3
Curvas Granulométricas de los Agregados
Por
cen
taje
Qu
e P
asa
Acu
mu
lad
o
Porcen
taje Reten
ido A
cum
ulad
o
Mallas ASTM
0
10
20
30
40
50
60
70
80
90
100
25811
47
10
13
4
3
Curvas Granulométricas de los Agregados
Por
cen
taje
Qu
e P
asa
Acu
mu
lad
o
Porcen
taje Reten
ido A
cum
ulad
o
Mallas ASTM
Arena gruesaNAZAERT
MALLA PESO % % RET. %
ASTM RETEN. RETEN. ACUM. PASA
2" 0.00 0.00 0.00 100.00
1 1/2" 0.00 0.00 0.00 100.00
1" 0.00 0.00 0.00 100.00
3/4" 0.00 0.00 0.00 100.00
1/2" 0.00 0.00 0.00 100.00
3/8" 0.00 0.00 0.00 100.00
1/4" 0.00 0.00 0.00 100.00
Nº 4 1.50 0.09 0.09 99.91
Nº 8 49.00 2.95 3.04 96.96
Nº 16 503.00 30.26 33.29 66.71
Nº 30 414.00 24.90 58.20 41.80
Nº 50 313.00 18.83 77.02 22.98
Nº 100 198.00 11.91 88.93 11.07
Nº 200 101.50 6.11 95.04 4.96
< Nº200 82.50 4.96 100.00 0.00
TOTAL: 1662.50 100.00
Mf
NAZAR. TINAJ.Abertura MALLA
en mm. ASTM
ASTM 0.5 0.5Serie 3 Serie 2 1.706 50.800 2" 100.00 100.00 50.00 50.00
1 1/2" 100 100 1.581 38.100 1 1/2" 100.00 100.00 50.00 50.001" 100 100 1.405 25.400 1" 100.00 100.00 50.00 50.00
3/4" 100 100 1.280 19.050 3/4" 100.00 100.00 50.00 50.001/2" 100 100 1.097 12.500 1/2" 100.00 100.00 50.00 50.003/8" 100 100 0.979 9.520 3/8" 100.00 100.00 50.00 50.001/4" 100 100 0.803 6.350 1/4" 100.00 100.00 50.00 50.00Nº4 95 100 0.677 4.750 Nº 4 99.91 92.35 49.95 46.17Nº8 80 100 0.373 2.360 Nº 8 96.96 73.50 48.48 36.75
Nº16 50 85 0.000 1.000 Nº 16 66.71 54.86 33.35 27.43Nº30 25 60 -0.097 0.800 Nº 30 41.80 40.90 20.90 20.45Nº50 10 30 -0.523 0.300 Nº 50 22.98 28.26 11.49 14.13
Nº100 2 10 -0.824 0.150 Nº 100 11.07 15.05 5.53 7.52Nº200 0 5 -1.131 0.074 Nº 200 4.96 7.56 2.48 3.78
< Nº200 0.00 0.00 0.00 0.00finos =Mc =
% que pasa g
% que pasa f
porc .partic
porc .partic
Arena gruesa Arena gruesaNAZAERT Tinajones
ASTM MALLA PESO % % RET. % ASTM
C-33 ASTM RETEN. RETEN. ACUM. PASA C-33
- 2" 0.00 0.00 0.00 100.00 -
- 1 1/2" 0.00 0.00 0.00 100.00 -
- 1" 0.00 0.00 0.00 100.00 -
- 3/4" 0.00 0.00 0.00 100.00 -
- 1/2" 0.00 0.00 0.00 100.00 -
- 3/8" 0.00 0.00 0.00 100.00 -
- 1/4" 0.00 0.00 0.00 100.00 -
- Nº 4 119.00 7.65 7.65 92.35 -
- Nº 8 293.00 18.84 26.50 73.50 -
- Nº 16 290.00 18.65 45.14 54.86 -
- Nº 30 217.00 13.95 59.10 40.90 -
- Nº 50 196.50 12.64 71.74 28.26 -
- Nº 100 205.50 13.22 84.95 15.05 -
- Nº 200 116.50 7.49 92.44 7.56 -
- < Nº200 117.50 7.56 100.00 0.00 -
TOTAL: 1555.00 100.00
2.61 Mf 2.95
global
100.00100.00100.00100.00100.00100.00100.00
96.1385.2360.7841.3525.6213.06
6.260.00
44.942.78
1 1/2" 1" 3/4" 1/2" 3/8" 1/4" Nº4 Nº8 Nº16 Nº30 Nº50 Nº100 Nº200
0
10
20
30
40
50
60
70
80
90
100
Mallas ASTM
% Pasante
1 1/2" 1" 3/4" 1/2" 3/8" 1/4" Nº4 Nº8 Nº16 Nº30 Nº50 Nº100 Nº200
0
10
20
30
40
50
60
70
80
90
100