Suelos Marko

7/25/2019 Suelos Marko

1/15

1 RECIPIENTE

2 PESO SUELO HUMEDO + RECIPIENTE

3 PESO SUELO SECO + RECIPIENTE

4 PESO RECIPIENTE

5 PESO AGUA

6 PESO SECO

7 HUMEDAD

LIMITE PLASTICO (LP)

DETERMINACIONDEL LIMITE LIQUIDO DE LOS SUE

1 PESO SUELO HUMEDO + RECIPIENTE

2 PESO SUELO SECO + RECIPIENTE

3 PESO RECIPIENTE

4 PESO AGUA

5 PESO SECO

7 NUMERO DE GOLPES

6 HUMEDAD

LIMITE LIQUIDO (LL)

INDICE PLASTICO (IP)!LL-LP

NUMERO DE GOLPES

M"#$% 15& 3&53

M'$% 36& 28&7

&82

DETERMINACIONDEL LIMITE PLASTICO E INDICE DE PLAS2)


2/15

PRO*ECTO

N 1 2

SOLICITANT% 2&4 16&4

% 2&26 15&6

.ECHA% 25&22 11&43

% &68 &71

LUGAR% 4&4 4&26

/ 16&83 16&67

/ 16&75

OS (ASTM D - 4318, MTC E 111 -2)

% 25&43 2&57 2&12

% 23&86 28&4 27&63

% 18&44 24&44 22&75

% 1&57 1&17 1&4

% 5&42 3&6 4&88

N0 36& 26& 15&

/ 28&7 2&55 3&53

/ 2&7

/ 13&4

TICIDAD(ASTM D-4318,MTC E 111-

HUMEDAD


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E REGION

PROINCIA

DISTRITO

10.00 15.00 20.00 25.00 30.00 35.00 40.0028.00

28.50

29.00

29.50

30.00

30.50

31.00

LIMITE LIQUIDO

# " $"


4/15


5/15

ANALISIS GRANULOMETRICO POR TAMIADO A

ORA

CALICATA

PESO INICIAL SECO

PESO SECO LAADO

DI9:

DI9:11&21

-&688

-6&24

-12&76

-6&15

-4&33

111

1

2

3

4

5

67

8

1

CURA GRANULOMETRICA

AERTURAS (MM)

/ ''NTE


6/15

-6&61

DI9:

&43

&124

-&223

-&88

&32

&274

&222

&262

&267

&32

&215

&1

PASANTES

N01 1&5

N04 11&

N02 8&11


7/15

TM C-136 Tamiz

Material

GRS

3" 76.2 0

2 1/2" 63.5 0

54& 2" 50.8 0

55&3 1 1/2" 38.1 158.01

1" 25.4 110.31

3/4" 19.05 16.8

1/2" 12.7 41.88

3/8" 9.525 27.18

1/4" 6.35 32.23

N4 4.76 13.23

N6 3.36 0

N8 2.38 31.87N10 2 10.68

N16 1.19 19.21

N20 0.84 9.18

N30 0.59 11.91

N40 0.426 6.46

N50 0.297 3.77

N60 0.25 2.93

N80 0.177 3.23

N100 0.149 0.89

N200 0.074 5.54

FONO

!#O 44.60

TOT!

INTERPOLACION

DI9: DI9:

DI9: DI9:1&861 33&12

11&74 3&67

-18&678 43&677

3&15 28&2

5&32 25&23

6&45 22&747

$ert%ra&mm'

&1&1


8/15

D1

6&527

D3

26&354

DI9: DI9:

3&812 8&885

4&37 &7

4&414 11&37

4&15 1&35

2&638 6&11

3&67 7&255

3&85 &63

2&26 4&672

2&752 6&481

3&762 8&52

1&74 3&37

&274 &547

CLASI.ICACION POR AASHTO

GRUPO (IG) NOMRES

CLASI.ICACI

;NAASHTO

0.00 0.00 (1(a

0 0.00 (1($

0.00 0.00 (3

0.00 0.00 (2(4

0.00 0.00 (2(5

(2(6 (0.21 (2(6

0.00 (0.21 (2(7

0.00 (4.21 (4

0.00 (4.21 (5

0.00 (4.21 (6

0.00 (4.21 (7(5

0.00 (4.21 (7(6

/QUEPASA

N

02

/QUEPASA

N02=

35/


9/15

Rete)i*+ &,' a-%m%la*+ %e aa TOS ! N!SS GRN!OM

, RT %e aa SO SO N! 54

0.00 0.00 100.00 SO SO !#O 50

0.00 0.00 100.00

0.00 0.00 100.00 NSOS STNR

28.73 28.73 71.27 , GR# 72.

20.06 48.79 51.21

3.06 51.85 48.15 , RN 19.

7.62 59.46 40.54

4.94 64.41 35.59

5.86 70.27 29.73 , FNOS 8.1

2.41 72.67 27.33 10&mm' 0.2

0.00 72.67 27.33 30&mm' 6.

5.80 78.47 21.53 60&mm' 30.1.94 80.41 19.59

3.49 83.90 16.10

1.67 85.57 14.43

2.17 87.74 12.26

1.17 88.91 11.09

0.69 89.60 10.40 118.

0.53 90.13 9.87 5.2

0.59 90.72 9.28

0.16 90.88 9.12

1.01 91.89 8.11

0.00

8.11 100.00 0.00

549.9

CONTEOS

N>'$%" ' 1 18


10/15

D6

N>'$%" ' 3 8

N>'$%" ' 6 4

CLASI.ICACION POR SUCS

TIPO DE ROCA SP


11/15

R

.90

.30

74

16

10

62

95

67

319

05


12/15


13/15

ENSAYO PROCTOR MODIFICADO

(NORMA AASHTO T-180, ASTM D 1557)

VOLUMEN DEL MOLDE : 2105.00

PRUEBA N 1 2

Pes s!e" # $"%e &' 1117 11507Pes $"%e &' *+ *+

Pes s!e" !$e% $//% &' +785 511*

Pes s!e" !$e% # /'/ &' +0 *

Pes %e" s!e" se # /'/ &' 2+.2 07.21

T/'/ &' +0 *

Pes %e" /&!/ &' 15.08 *1.7

Pes %e" s!e" se &' 58+.2 58.21

e3% %e /&!/ 4 2.58 5.5

Des3%/% s!e" !$e% &'$* 2.27 2.+*

Des3%/% s!e" se &'$* 2.21 2.*00DENSIDAD MAXIMA - MDS (gr/cm3)

HUMEDAD OPTIMA - OCH (%)

^


14/15

* +

11+0 1151

*+ *+

52+ 517

+0 *

5*. 581.2

+0 *8

+.*1 57.7+

55*. 5+*.2

8.* 10.*

2.+ 2.+7

2.*00 2.2*2

2.02.160

2.180

2.200

2.220

2.240

2.260

2.280

2.300

2.320

1NS"6O 5RO4T

NS MM ( MS &:r/-m3'


15/15

0 4.00 6.00 8.00 10.00 12.00

R MO2F24"O

ONTNO M ,

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