Analisis Granulometrico Mecanico.
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ANALISIS GRANULOMETRICO Fecha
28 de Mayo de 2014
Descripción del suelo Laboratorista:
Localización
ARENA
Muestra No. 1
Juan de Jesus Montenegro
Profundidad
Peso de la Muestra Seca (P1)
1000.0
Peso de la muestra lavada por tamiz No. 200 seca (P2) Tamiz No.
D (mm.)
3"
76.200
0.0
0.000
0.000
2½"
63.500
0.0
0.000
0.000
2"
50.800
0.0
0.000
0.000
1½"
38.100
0.0
0.000
0.000
1"
25.400
0.0
0.000
0.000
3/4"
19.050
0.0
0.000
0.000
½"
12.700
0.0
0.000
0.000
3/8"
9.520
0.0
0.000
0.000
No. 4
4.760
9.5
0.950
0.950
No. 8
2.380
85.0
8.500
9.450
No. 16
1.190
73.0
7.300
16.750
No. 30
0.590
190.0
19.000
35.750
No. 50
0.297
580.0
58.000
93.750
No. 100
0.149
43.5
4.350
98.100
No. 200
0.074
5.0
0.500
98.600
FINOS
W Ret. (gr.)
986 % Ret.
% Ret. Acum.
14.0 MODULO FINURA
353.5
ANALISIS GRANULOMETRICO
gr. gr. % Pasa 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 99.050 90.550 83.250 64.250 6.250 1.900 1.400
28 de Mayo de 2014
Descripción del suelo Laboratorista:
Localización
ARENA
Muestra No. 1
Juan de Jesus Montenegro
Profundidad
Peso de la Muestra Seca (P1)
1000.0
Peso de la muestra lavada por tamiz No. 200 seca (P2) Tamiz No.
D (mm.)
3"
76.200
0.0
0.000
0.000
2½"
63.500
0.0
0.000
0.000
2"
50.800
0.0
0.000
0.000
1½"
38.100
0.0
0.000
0.000
1"
25.400
0.0
0.000
0.000
3/4"
19.050
0.0
0.000
0.000
½"
12.700
0.0
0.000
0.000
3/8"
9.520
0.0
0.000
0.000
No. 4
4.760
9.5
0.950
0.950
No. 8
2.380
85.0
8.500
9.450
No. 16
1.190
73.0
7.300
16.750
No. 30
0.590
190.0
19.000
35.750
No. 50
0.297
580.0
58.000
93.750
No. 100
0.149
43.5
4.350
98.100
No. 200
0.074
5.0
0.500
98.600
FINOS
W Ret. (gr.)
986 % Ret.
% Ret. Acum.
14.0 MODULO FINURA
353.5
ANALISIS GRANULOMETRICO
gr. gr. % Pasa 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 99.050 90.550 83.250 64.250 6.250 1.900 1.400
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