cbr_método diferencia acumuladas

7/26/2019 CBR_Mtodo Diferencia Acumuladas

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APLICACINMTODO DE LAS DI

CONSERVACION

# Intervalo

0.00 1 1.00 1.00

1.00 31.8 2 0.50 1.50

1.50 24.5 3 1.00 2.50

2.50 21.7 4 1.50 4.00

4.00 20.9 5 0.50 4.50

4.50 29.6 6 0.50 5.00

5.00 36.6 7 1.00 6.00

6.00 31.8 8 0.50 6.50

6.50 14.0 9 1.50 8.00

8.00 22.5 10 0.75 8.75

8.75 17.9 11 1.25 10.00

10.00 14.6 12 0.75 10.75

10.75 15.2 13 0.75 11.50

11.50 13.3 14 0.75 12.25

12.25 9.8 15 1.25 13.50

13.50 8.6 16 0.50 14.00

14.00

Distania

!"$

Res%&

Pavi& CBR!'$

Dist& Entre

intervalo

Dist&A((la)a

entreintervalos

Mr!%si$ * +,,, - CBR . /&01

Mr!%si$ * 4/// - CBR . /&0,


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3/8

DE DATOS DE CBRERENCIAS ACUMULADAS

VIAL DEL CORREDOR

5-

31.80 31.80 31.80 11.45+6&3,

28.15 14.08 45.88 15.35

23.10 23.10 68.98 18.10

21.30 31.95 100.93 19.52+1&36

25.25 12.63 113.55 21.97

33.10 16.55 130.10 28.35

34.20 34.20 164.30 42.19 4+&07

22.90 11.45 175.75 43.47

18.25 27.38 203.13 40.32+3&,,

20.20 15.15 218.28 40.20

16.25 20.31 238.59 35.08

14.90 11.18 249.76 30.993,&+,

14.25 10.69 260.45 26.41

11.55 8.66 269.11 19.81

9.20 11.50 280.61 5.88

3/&,78.60 4.30 284.91 0.00

At 284.91

L% 14.00

F 20.35

Intervalo

%roe)ioCBR %ro

8rea )el

intervalo!Peso$

8reaa((la)a

!PesoA(&$

S(9 Traos :

CBR %ro&!'$

Usado en AASHTO 93,CBR < 10%

12 % < CBR < 20%

2 % < CBR < 12%


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5/8

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.0-10.00

0.00

10.00

20.00

30.00

40.00

50.00

DIST& vs 5-

25.0

30.0

35.0

40.0 DIST& vs& CBR


6/8

0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.05.0

10.0

15.0

20.0


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Lineas Vertic

X-X

0.00

0.00

1.50

1.50

4.50

4.50

6.00

6.00

8.75

8.75

11.50

11.50

14.00

14.00

Lineas oX-X

0.00

1.50

1.50

4.50

4.50

6.00

6.00

10.00 11.00 12.00 13.00 14.00


8/8

8.75

8.75

11.50

11.50

14.00

10.0 11.0 12.0 13.0 14.0

cbr_método diferencia acumuladas

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