3" 75.00 0.00 0.00 0.00 100.002 1/2" 62.50 0.00 0.00 0.00 100.00

2" 50.00 0.00 0.00 0.00 100.001 1/2" 37.50 83.50 2.50 2.50 97.50

1" 25.00 308.70 9.24 11.74 88.263/4" 19.00 288.60 8.64 20.38 79.621/2" 12.50 295.60 8.85 29.23 70.773/8" 9.50 132.90 3.98 33.21 66.79N 4 4.75 349.70 10.47 43.68 56.32N 8 2.38 350.60 10.50 54.18 45.82N 10 2.00 79.10 2.37 56.55 43.45N 16 1.19 239.90 7.18 63.73 36.27N 20 0.84 118.60 3.55 67.28 32.72N 30 0.60 99.80 2.99 70.27 29.73N 40 0.43 542.50 16.24 86.51 13.49N 50 0.30 298.50 8.94 95.45 4.55N 80 0.18 46.10 1.38 96.83 3.17

N 100 0.15 13.90 0.42 97.25 2.75N 200 0.08 25.50 0.76 98.01 1.99Recip. --- 66.50 1.99 100.00 0.00

3,340.00

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 Laboratorio de Suelos I NRC: 4130 GSS 107 Martes : 7:50 pm a 9:35 pm

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

D60 = 6.06 mm

16.378

0.17

CLASIFICACION :

Linares Echevarra,Yolanda

Ubicaion: Laboratorio de Suelos I - UPAO Campus TrujilloTipo de Muestra: Hormigon - Cantera La MilagrosaIntegrantes:

Aguilar Caceres, Kevin Guevara Castillo, Juan

Escuela Profesional de Ingenieria CivilLaboratorio de Mecanica de Suelos I

Arena Mal Graduadacon Gravas

D10 =

D30 = 0.62 mm0.37 mm

Cu =

Cc =

SUCS

(SP)

NTP 339.128MTC E107

Analisis Granulomtrico por Tamizado

Protecto : Ensayo de Granulometria - Clasificacion de los Suelos

% QuePasa

B. Datos Tcnicos

A. Datos Generales

Asto Campos, MelizaDe La Cruz Alfaro, Luis

TamizN

Abertura(mm)

PesoRet.(g)

%PesoRet.

%PesoRet.

4,760

N 4

0,074

N 20

0

19,050

3/4"

12,700

1/2"

9,525

3/8"

2,380

N 8

0,250

N 60

0,590

N 30

0,149

N 10

0

0,426

N 40

0,177

N 80

0,840

N 20

1,190

N 16

2,380

N 10

3,360

N 6

6,350

1/4"

25,400

1"38,

1001 1

/2"

76,200

3"50,

8002"

63,500

2 1/2"

1.990

10

20

30

40

50

60

70

80

90

100

PORC

ENTA

JE QUE

PASA %

ABERTURA MALLA (mm)

CURVA GRANULOMTRICA

Peso seco antes de lavar = 3,340.00 gPeso seco despues de lavar = 3,237.50 g