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8/16/2019 Curva Granulometrica para arena
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1967 gr TRITURADO M1
TAMIZ % RETENIDO
75 3" 0 0 0
50 2" 0 0 0
37.5 1 1/2" 0 0 025 1" 0 0 0
19 3/4" 12 0.60 0.60
12.5 1/2" 726 36.30 36.90
9.5 3/8" 615 30.75 67.65
4.75 N°4 577 28.85 96.50
2.36 N°8 25 1.25 97.75
1.18 N°16 1 0.05 97.80
FONDO 44 2.20 100
∑ 2000 100
Cu= 1.76 Grava 96.50
Cc= 1.02 Arena 3.50
Fino 0.00
10= 6.99 6 100
30= 9.34 9
60= 12.27 12.4
1980 gr TRITURADO M2
TAMIZ % RETENIDO
75 3" 0 0 0
50 2" 0 0 0
37.5 1 1/2" 0 0 0
25 1" 0 0 0
19 3/4" 0 0 0
12.5 1/2" 772 38.60 38.60
9.5 3/8" 618 30.90 69.50
4.75 N°4 564 28.20 97.70
2.36 N°8 18 0.90 98.60
1.18 N°16 2 0.10 98.70
FONDO 26 1.30 100
∑ 2000 100
Cu= 1.66 Grava 97.70
Cc= 0.97 Arena 2.30
Fino 0.00
10= 7.45 6.2 100
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
ABERTURA(mm) PESORETENIDO % RETENIDOACUMULADO
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30= 9.47 9.5
60= 12.40 12.4
1970 gr TRITURADO M3
TAMIZ % RETENIDO
75 3" 0 0 0
50 2" 0 0 0
37.5 1 1/2" 0 0 0
25 1" 0 0 0
19 3/4" 0 0 0
12.5 1/2" 861 43.05 43.05
9.5 3/8" 645 32.25 75.30
4.75 N°4 460 23.00 98.30
2.36 N°8 3 0.15 98.45
1.18 N°16 1 0.05 98.50FONDO 30 1.50 100
∑ 2000 100
Cu= 1.66 Grava 98.30
Cc= 1.01 Arena 1.70
Fino 0.00
10= 7.90 9.8 100
30= 10.20 10.5
60= 13.10 12.8
1940 gr GRAVA DE RIO M1
TAMIZ % RETENIDO
75 3" 0 0 0
50 2" 0 0 0
37.5 1 1/2" 0 0 0
25 1" 27 1.35 1.35
19 3/4" 242 12.10 13.45
12.5 1/2" 759 37.95 51.40
9.5 3/8" 427 21.35 72.75
4.75 N°4 461 23.05 95.80
2.36 N°8 16 0.80 96.60
1.18 N°16 1 0.05 96.65
FONDO 67 3.35 100
∑ 2000 100
ABERTURA
(mm)
PESO
RETENIDO
% RETENIDO
ACUMULADO
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
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Cu= 2.14 Grava 95.80
Cc= 0.97 Arena 4.20
Fino 0.00
10= 6.95 7 100
30= 10.00 10
60= 14.87 15
1942 gr GRAVA DE RIO M2
TAMIZ % RETENIDO
75 3" 0 0 0
50 2" 0 0 0
37.5 1 1/2" 0 0 0
25 1" 145 7.25 7.25
19 3/4" 264 13.20 20.45
12.5 1/2" 915 45.75 66.209.5 3/8" 399 19.95 86.15
4.75 N°4 208 10.40 96.55
2.36 N°8 5 0.25 96.80
1.18 N°16 1 0.05 96.85
FONDO 63 3.15 100
∑ 2000 100
Cu= 2.01 Grava 96.55
Cc= 1.04 Arena 3.45
Fino 0.0010= 8.39 8 100
30= 12.10 12
60= 16.86 17
1935 gr GRAVA DE RIO M3
TAMIZ % RETENIDO
75 3" 0 0 0
50 2" 0 0 0
37.5 1 1/2" 0 0 0
25 1" 152 7.60 7.60
19 3/4" 198 9.90 17.50
12.5 1/2" 667 33.35 50.85
9.5 3/8" 411 20.55 71.40
4.75 N°4 477 23.85 95.25
2.36 N°8 24 1.20 96.45
1.18 N°16 0 0 96.45
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
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FONDO 71 3.55 100
∑ 2000 100
Cu= 2.23 Grava 95.25
Cc= 0.95 Arena 4.75
Fino 0.00
10= 6.72 5.9 10030= 9.76 9.8
60= 15.00 15
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% PASA
100
100
100100
99.40
63.10
32.35
3.50
2.25
2.20
0.00
% PASA
100
100
100
100
100
61.40
30.50
2.30
1.40
1.30
0.00
10
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !
Curv Gr!u"#
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m
(mm)
10
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 ! Curv Gr!u"#
P # r ' $ ! $ u $
*
+ ( % )
D&m$%r# ,$" %m&
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% PASA
100
100
100
100
100
56.95
24.70
1.70
1.55
1.500.00
% PASA
100
100
100
98.65
86.55
48.60
27.25
4.20
3.40
3.35
0.00
(mm)
10
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !Curv Gr!u"#
P # r '
$ ! $ u $
* + ( % )
D&m$%r# ,$" %m&
(mm)
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !
Curv Gr!u"#m
P # r ' $ ! $ u $
* + ( % )
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% PASA
100
100
100
92.75
79.55
33.8013.85
3.45
3.20
3.15
0.00
% PASA
100
100
100
92.40
82.50
49.15
28.60
4.75
3.55
3.55
10
0 !
10 !
D&m$%r# ,$" %m&
(mm)
10
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !
Curv Gr!u"#m
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m&
(mm)
40 !
50 !
60 !
70 !
80 !
90 !
100 !
Curv Gr!u"#m
' $ ! $ u $
+ ( % )
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0.00
10
0 !
10 !
20 !
30 !
P #
D&m$%r# ,$" %m&
(mm)
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1
$%r&' T M1
&-
1
$%r&' T M2
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1
$%r&' T M3
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%r&' G.R M1
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1
-
1
%r&' G.R M2
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%r&' G.R M3
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1
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891 gr ARENA DE TRITURADO M1
TAMIZ % RETENIDO
9.5 3/8" 0 0 0
4.75 N°4 3 0.3 0.3
2.36 N°8 73 7.3 7.61.18 N°16 149 14.9 22.5
0.6 N°30 254 25.40 47.90
0.3 N°50 226 22.60 70.50
0.15 N°100 85 8.50 79.00
0.075 N°200 84 8.40 87.40
FONDO 126 12.60 100
∑ 1000 100
Cu= 19.63 Arena 87.40
Cc= 2.88 Fino 12.60100
10= 0.04 0.05
30= 0.31 0.3
60= 0.81 0.75
865 gr ARENA DE TRITURADO M2
TAMIZ % RETENIDO
9.5 3/8" 0 0 04.75 N°4 1 0.1 0.1
2.36 N°8 71 7.1 7.2
1.18 N°16 163 16.3 23.5
0.6 N°30 258 25.80 49.30
0.3 N°50 206 20.60 69.90
0.15 N°100 86 8.60 78.50
0.075 N°200 73 7.30 85.80
FONDO 142 14.20 100
∑ 1000 100
Cu= 72.20 Arena 85.80
Cc= 9.17 Fino 14.20
100
10= 0.01 0.05
30= 0.30 0.3
60= 0.84 0.78
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
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892 gr ARENA DE TRITURADO M3
TAMIZ % RETENIDO
9.5 3/8" 0 0 0
4.75 N°4 0 0 0
2.36 N°8 52 5.2 5.2
1.18 N°16 119 11.9 17.10.6 N°30 247 24.70 41.80
0.3 N°50 283 28.30 70.10
0.15 N°100 82 8.20 78.30
0.075 N°200 79 7.90 86.20
FONDO 138 13.80 100
∑ 1000 100
Cu= 30.04 Arena 86.20
Cc= 6.47 Fino 13.80
10010= 0.02 0.05
30= 0.30 0.3
60= 0.65 0.65
917 gr ARENA DE RIO M1
TAMIZ % RETENIDO
9.5 3/8" 0 0 04.75 N°4 2 0.2 0.2
2.36 N°8 43 4.3 4.5
1.18 N°16 95 9.5 14
0.6 N°30 274 27.40 41.40
0.3 N°50 342 34.20 75.60
0.15 N°100 98 9.80 85.40
0.075 N°200 57 5.70 91.10
FONDO 89 8.90 100
∑ 1000 100
Cu= 6.86 Arena 91.10
Cc= 2.33 Fino 8.90
100
10= 0.09 0.085
30= 0.37 0.35
60= 0.64 0.63
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
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944 gr ARENA DE RIO M2
TAMIZ % RETENIDO
9.5 3/8" 0 0 0
4.75 N°4 1 0.1 0.1
2.36 N°8 67 6.7 6.8
1.18 N°16 131 13.1 19.90.6 N°30 298 29.80 49.70
0.3 N°50 308 30.80 80.50
0.15 N°100 76 7.60 88.10
0.075 N°200 57 5.70 93.80
FONDO 62 6.20 100
∑ 1000 100
Cu= 6.31 Arena 93.80
Cc= 1.79 Fino 6.20
10010= 0.13 0.13
30= 0.44 0.4
60= 0.82 0.75
932 gr ARENA DE RIO M3
TAMIZ % RETENIDO
9.5 3/8" 0 0 0
4.75 N°4 0 0 02.36 N°8 43 4.3 4.3
1.18 N°16 99 9.9 14.2
0.6 N°30 283 28.30 42.50
0.3 N°50 356 35.60 78.10
0.15 N°100 82 8.20 86.30
0.075 N°200 62 6.20 92.50
FONDO 75 7.50 100
∑ 1000 100
Cu= 5.97 Arena 92.50
Cc= 2.16 Fino 7.50
100
10= 0.11 0.1
30= 0.40 0.38
60= 0.66 0.65
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
ABERTURA(mm)
PESORETENIDO
% RETENIDOACUMULADO
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% PASA
100
99.7
92.477.5
52.10
29.50
21.00
12.60
0
% PASA
10099.9
92.8
76.5
50.70
30.10
21.50
14.20
0
110
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !Curv Gr!u"#m$%
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m&-
(mm)
110
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !Curv Gr!u"#m$
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m&-
(mm)
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% PASA
100
100
94.8
82.958.20
29.90
21.70
13.80
0
% PASA
10099.8
95.5
86
58.60
24.40
14.60
8.90
0
110
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !Curv Gr!u"#m$
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m&-
(mm)
110
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !Curv Gr!u"#m$%
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m&-
(mm)
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% PASA
100
99.9
93.2
80.150.30
19.50
11.90
6.20
0
% PASA
100
10095.7
85.8
57.50
21.90
13.70
7.50
0
110
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !Curv Gr!u"#m$%
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m&-
(mm)
110
0 !
10 !
20 !
30 !
40 !
50 !
60 !
70 !
80 !
90 !
100 !Curv Gr!u"#m$%
P # r ' $ ! $ u $
* + ( % )
D&m$%r# ,$" %m&-
(mm)
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0.010.1
&' A.T M1
0.010.1
r&' A.T M2
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0.010.1
r&' A.T M3
0.010.1
r&' A.R M1
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0.010.1
r&' A.R M2
0.010.1
r&' A.R M3
