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

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