calculos laboratorio y resumen acuaparque

8/18/2019 Calculos Laboratorio y Resumen Acuaparque

1/49

AYA INGENIERÍA Y GEOAMBIENTE LTDA.

0 10 20 30 40 50 60 0 80 !0 100 1100

10

20

30

40

50

60

0

CARTA DE PLASTICIDAD

Limite Liquido, LL (%)

I n d i c e d e P l a s t i c i d a d , I P ( % )

CL-ML

MH oH

ML o L

CL o L

CH o H


2/49

PR!" H#MEDAD $RA#LMETRIA LIMITE LIID L

S Mues" ini" 'in" P*ec Ps*ec *e+ (%) -./ 0.1 ./ 0.2 1 3 13 33 /33 P/rec Prec $o Rec Golp. && P/re

1 1 0.50 1.50 26!.0 233.5 45.0 40.5 0.5 0. 1.8 31. 22.2 14! 2 64 14

145.8 100 100 100 100 100 100 100 !! !! ! .3 1

2 1.50 4.00 266.! 22.3 55.0 3.! 0.1 1.3 2.0 2.4 1.6 35.3 23.5 8 28 1 16

122. 100 100 100 100 100 100 !! ! !4 !3 6. 16

3 4.00 5.00 264.3 224. !3.0 44.2 2.0 5. 4.3 38.5 26.1 136 26 6 15

135.1 100 100 100 100 100 100 100 !8 !1 8 .6 15

4 5.50 .50 31!.! 286.5 !5.0 22.4 18.8 6.! 18.8 12.5 23. 18.6 12.8 42.5 31. 158 28 44 16

13. 100 100 100 8 83 0 62 46 33 25 6.! 16

5 .50 8.50 315.1 288.1 58.0 1.8 25. 12.4 11.1 1.3 12.0 1!.2 13.1 .1 35 25. 1!3 25 4! 1

136.1 100 100 83 5 68 56 48 36 2 22 6.8 16

2 1 0.50 1.50 248.5 220.3 51.0 2!.! 0.2 0.8 0.4 1.4 40.1 23.8 144 28 101 15 125.! 100 100 100 100 100 100 100 !! !! ! .5 14

2 1.50 2.50 22.6 238.1 61.0 2!.4 0.2 0.8 0.6

120.! 100 100 100 100 100 100 100 100 !! !!

3 2.50 3.50 265.5 230.6 3.0 36. 0.3 0.5 0.6 36.5 24.8 224 28 ! 13

135.5 100 100 100 100 100 100 100 100 !! !! !.8 13

4 3.50 4.50 235.3 203.! 2.0 42.3 0.5 0.6 0. 38.5 26.8 183 2 6! 14

12!.6 100 100 100 100 100 100 100 !! !! !8 !. 14

6 6.00 .00 305.6 26.8 101.0 20.! 22.0 0.0 .0 4.! 1.1 2.3 2.2 1.0

13!.1 100 100 84 84 ! 5 5 3 1 1

.00 8.00 342.4 2!2.2 1!.0 30. !.5 0.0 0.0 0.3 0.5 1.5 0.6

128. 100 100 100 !4 !4 !4 !4 !4 !3 !2

8 8.00 !.20 354.5 310.8 5.0 25.0 12.0 18.6 !.5 11.5 10.2 15.2 15.3 4.!


3/49

PR!" H#MEDAD $RA#LMETRIA LIMITE LIID LI

S Mues" ini" 'in" P*ec Ps*ec *e+ (%) -./ 0.1 ./ 0.2 1 3 13 33 /33 P/rec Prec $o Rec Golp. && P/rec

4 4.00 5.00 248.1 212.2 68.0 4.! 1.0 4.2 3.1

13.2 100 100 100 100 100 100 100 !! !3 8!

5 5.00 6.00 31!.! 2!1.3 4!.0 18.4 10.2 13.! 25.5 1.3 21.1 10.2 4.! 35.5 25.6 220 23 4! 14.8

136.0 100 100 100 !3 84 68 5 43 3 34 5.4 14.!

6 6.00 .00 2!4.! 265.! 33.0 21.0 1.0 1.6 4.6 10.5 15.4 !.0 10.1 !.6 5.1

128.0 100 !! 8 83 6 64 58 51 44 40


4/49

RE

CA&C'&%( )E &A*%RAASHT o de Datos 8 2

A--6

A--5

A--5

A-2-

A-2-

A--5

A-4

A--5

A--5

A-4

A-4

A-4

A--5

A--6

A--5


5/49

RE#$%CEG 4!0-!!

CA&C'&%( )E &A*%RA+%R#%

P,ina 5 e 4!

AASHT o de Datos 8 2

A-4

A-2-

A-4


6/49

SA9A PROYECTO: Am+liaci:n AcuaPa*que H;A o < de I$EIER=A Coo*+o*aci:n Rec*eaci:n Po+ula*

9 $EAM>IETE

C#ADR RES#ME DE LA>RATRISon M PR!" Colo* A?LISIS $RA#LMETRIC % E PASA E PES LIMITES DE H#M @eq

AASHT

CT C"I" P"#"H" CT"o" o" m Munsell $RAA AREA M - C ATTER>ER$ AT #SCS DE 45.cm6 SECA" H B B 1 3 13 33 /33 LL LP IC IP % % M""% LET

1 1 050 - 150 !! !! ! 64 33 0.8 31 40.5 33. C2 150 - 400 100 !! ! !4 !3 1 38 1.0 33 3.! 3.0 73 400 - 500 !8 !1 8 6 34 0. 33 44.2 35.1 7 - C4 550-50 8 83 0 62 46 33 25 44 28 1.4 16 22.4 24.3 (75 50-850 83 5 68 56 48 36 2 22 4! 26 1.4 23 1.8 26.6 GC

2 1 050-150 100 !! !! ! !! 32 1.0 6 2!.! 50.1 C2 150-250 100 !! !! 2!.4 3.6 7&3 250-350 100 !! !! ! 40 1.1 3! 36. 40. 74 350-450 !! !! !8 6! 43 1.0 26 42.3 36.0 75 600-00 84 84 ! 5 5 3 1 1 20.! 3.6 7&6 00-800 !4 !4 !4 !4 !4 !3 !2 30. 3.6 7&

800-!20 !3 83 0 65 56 4 44 25.0 3.6 G7

3 1 050-150 100 !! !8 68 3! 0.8 2! 46.1 35.6 72 150-250 100 !! !8 86 30 0.! 56 36.8 44.0 C3 250-350 100 6 40 0.3 36 65.2 3!.3 74 400-500 !! !3 8! 4.! 3.6 7&5 500-600 !3 84 68 5 43 3 34 4! 2 1.4 22 18.4 26.6 (76 600-00 !! 8 83 6 64 58 51 44 40 21.0 3.6 G7

OBSERVACIONES:

t.m0


7/49

SA9A PROYECTO: Am+liaci:n AcuaPa*que H;A o < / de FI$EIER=A Coo*+o*aci:n Rec*eaci:n Po+ula*

9 $EAM>IETE


AASHT


999 0 3.6999 0 3.6999 0 3.6

999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999

0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6

OBSERVACIONES:

t.m0


8/49

SA9A PROYECTO: Am+liaci:n AcuaPa*que H;A o < 0 de FI$EIER=A Coo*+o*aci:n Rec*eaci:n Po+ula*

9 $EAM>IETE


AASHT


999 0 3.6999 0 3.6999 0 3.6

999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999

0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6

OBSERVACIONES:

t.m0


9/49

SA9A PROYECTO: Am+liaci:n AcuaPa*que H;A o < 1 de FI$EIER=A Coo*+o*aci:n Rec*eaci:n Po+ula*

9 $EAM>IETE


AASHT


999 0 3.6999 0 3.6999 0 3.6

999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0

3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6

OBSERVACIONES:

t.m0


10/49

SA9A PROYECTO: Am+liaci:n AcuaPa*que H;A o < G de FI$EIER=A Coo*+o*aci:n Rec*eaci:n Po+ula*

9 $EAM>IETE


AASHT


999 0 3.6999 0 3.6999 0 3.6

999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0

3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6

OBSERVACIONES:

t.m0


11/49

SA9A PROYECTO: Am+liaci:n AcuaPa*que H;A o < F de FI$EIER=A Coo*+o*aci:n Rec*eaci:n Po+ula*

9 $EAM>IETE


AASHT


999 0 3.6999 0 3.6999 0 3.6

999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0

3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6999 0 3.6

OBSERVACIONES:

t.m0


12/49

Min 22.0 44 26 ### 0 17.8 3.6 0.0 0.0 0.0

Max 100.0 99 43 ### 67 65.2 50.1 0.0 0.0 0.0

Pro 77 68 34 ### 3 34 7 ### ### ###

###

S! ### "Pa

### $2


13/49

A*ena $*aa G3

%97.0 100.0

7.0 0.0

%87.0 100.0

45.0 30.0

34.0 44.0

%97.0 100.0

%99.0 100.0

%99.0 100.0

%98.0 100.0

4.0 25.0

2.0 6.0

26.0 30.0

%98.0 100.0

%98.0 100.0

%100.0 100.0

%89.0 100.034.0 32.0

24.0 36.0


14/49

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.00.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0


15/49

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.00.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0


16/49

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.00.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0


17/49

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.00.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0


18/49

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0

0.0 100.00.0 100.0

0.0 100.0

0.0 100.0

0.0 100.0


19/49

%100.0 0.0 0.0

45.0 100.0 0.0

%6 96 ###

###

###

N55

N70


20/49

FRASCOS PARA HUMEDADES COPAS PARA LIMITES COPAS MATERIA OR

RASCO No PESO (gr) COPA No PESO (gr) COPA No PESO (gr)1 133.5 1 10.1 1 23.6

2 128.1 2 10.0 2 25.6

3 134.9 3 8.0 3 24.8

4 134.7 4 6.9 4 24.0

5 136.3 5 6.8 5 24.7

6 134.9 6 10.3 6 25.6

7 133.7 7 6.4 7 15.0

8 120.6 8 4.7 8 24.8

9 134.3 9 6.7 9 14.4

10 133.1 10 4.7 10 23.1

11 138.6 11 7.4 11 23.8

12 147.3 12 6.8 12 25.9

13 141.4 13 10.0 13 23.1

14 133.9 14 4.7 14 24.2

15 146.7 15 4.7 15 23.9

16 147.9 16 6.9 16 23.7

17 136.1 17 6.7 17 24.6

18 126.8 18 4.7 18 23.7

19 128.7 19 6.8 19 26.5

20 139.3 20 10.5 20 25.5

21 123.3 21 4.7 21 24.8

22 124.9 22 4.7 22 25.0

23 134.0 23 10.2 23 33.6

24 127.5 24 10.5 24 14.9

25 137.0 25 10.9 25 35.526 139.4 26 10.4 26 15.2

27 131.7 27 4.7 27 13.5

28 132.9 28 6.8 28 24.2

29 128.1 29 4.7 29 24.8

30 136.3 30 4.7 30 14.4

31 134.3 31 10.3 31 14.5

32 139.5 32 6.7 32 23.1

33 128.0 33 10.3 33 23.6

34 135.9 34 4.8 34 23.1

35 131.0 35 4.7 35 15.5

36 36 8 36 0 2 36 6 3


21/49

47 132.1 47 9.4

48 132.5 48 4.7

49 136.0 49 9.6

50 140.5 50 6.8

51 125.9 51 8.7

52 137.3 52 10.7

53 133.7 53 10.2

54 126.4 54 10.3

55 122.7 55 10.2

56 125.6 56 6.8

57 137.2 57 10.2

58 136.1 58 10.059 128.6 59 10.0

60 127.7 60 9.9

61 120.9 61 10.0

62 126.9 62 10.1

63 129.2 63 9.7

64 134.1 64 9.7

65 146.6 65 10.2

66 130.8 66 9.7

67 125.7 67 10.3

68 137.2 68 9.1

69 133.1 69 10.8

70 135.1 70 9.8

71 136.6 71 10.0

72 129.6 72 10.4

73 135.5 73 9.8

74 135.5 74 9.3

75 135.9 75 9.776 137.0 76 6.7

77 122.1 77 6.6

78 137.7 78 6.7

79 134.2 79 6.5

80 122.1 80 6.6

81 133.8 81 10.9

82 125.1 82 10.1

83 138.5 83 9.2

84 135.4 84 10.2

85 136.6 85 10.2


22/49

97 136.8 97 6.8

98 135.7 98 9.6

99 137.5 99 10.0

100 136.5 100 9.7101 139.1 101 9.6

102 136.2 102 10.3

103 141.0 103 7.0

104 137.5 104 9.8

105 105 9.8

106 137.1 106 8.5

107 137.9 107 8.8

108 108 8.2109 109 7.3

110 110 7.3

111 111 7.2

112 112 7.5

113 135.8 113 7.3

114 114 7.5

115 115 7.5

116 116 7.2

117 117 7.6

118 137.3 118 6.7

119 119 6.9

120 120 7.5

121 121 6.8

122 122 6.6

123 123 6.6

124 124 7.0

125 125 6.9126 126 7.6

127 127 6.9

128 128 7.0

129 129 7.5

130 130 8.0

131 131 7.6

132 132 7.5

133 133 8.2

134 134 7.5

135 135 7.2


23/49

147 147 7.3

148 148 7.7

149 149 7.3

150 150 7.2151 151 7.7

152 152 7.3

153 153

154 154

155 155 7.2

156 156 6.9

157 157 6.6

158 158 6.9159 159

180 10.4

181 10.4

182 10.5

183 9.7

184 10.3

185 9.9

186 10.0

187 10.2

188 6.6

189 9.6

190 6.8

191 6.6

192 6.8

193 6.8

194 10.4

195 6.6196 6.5

197 11.0

198 6.7

199 7.1

200 6.5

201 6.6

202 6.4

203 6.6

204

205 6.3


24/49

217 6.7

218 6.4

219 6.9

220 5.4221 6.6

222 6.8

223 9.1

224 9.8

225 9.8

226 9.8

227 9.7

228 9.5


25/49

GANICA && &inea a && &inea ' && #P20 0 8 0 50 0

110 65. 85.5 6!.5 50 0

PLATÓN No PESO (gr)1

2

3

4 29.4

5 29.1

6 30.7

7 39.7

8 35.2

9 30.8

10 41.0

11 35.2

12 35.4

13 33.4

14 33.9

1516 33.2

17 34.8

18 43.2

19 29.1

20

21 33.7

22 36.2

23 33.5

24 41.2

25 35.5

26 38.9

27 35.0

28

29

30 37.0

31 34.7

32 34.6

33

3


26/49

45

46

47

4849 41.9

50

51

52 33.3

53

54

55

56 36.957

58

59

60 34.3

61

62

63

64

65 40.7

66

67

68

69

70 39.1

71

72

73 41.174

75 40.1

76

77

78

79

80 37.5

81

82 33.9

83


27/49

95 40.9

96

97

98 38.799

100

150 63.7

151 61.7

152 65.0

153 68.8

154 65.3

155 62.3a 65.5

& 62.0

' 31.3


28/49


29/49

(A:A #$GE$#ER A : GE%A7*#E$+E &+)A.EG 804-06. +%RRE


30/49

0 10 20 30 40 50 60 0 80 !0 1000

1

2

3

4

5

6

8

PASA /33

Column A

Column

Column %

Column >

Column AC

Column A?

Column A@

Column A

Column *E

Column *&

(%)

P R ! #

D I D A D ( m )

(A:A #$GE$#ER A : GE%A7*#E$+E &+)A.EG 600-02 P&A(+#CE&


31/49

0 2 4 6 8 10 120

1

2

3

4

5

6

8

LIMITE L=ID

Column A

Column

Column %

Column >

Column AC

Column A?

Column A@

C l A

(%)

P R ! # D I D A D ( m )

(A:A #$GE$#ERBA : GE%A7*#E$+E &+)A.EG 600-02 P&A(+#CE&


32/49

0 2 4 6 8 10 120

1

2

3

4

5

6

8

LIMITE PL?STIC

Column A

Column

Column %

Column >

Column AC

Column A?

(%)

P R ! #

D I D A D ( m )

(A:A #$GE$#ER A : GE%A7*#E$+E &+)A.EG 600-02 P&A(+#CE&


33/49

0 2 4 6 8 10 120

1

2

3

4

5

6

8

=DICE DE PLASTICIDAD

Column A

Column

Column %

Column >

Column AC

Column A?

Column A@

Column A

Column *E

(%)

P R ! # D

I D A D ( m )

(A:A #$GE$#ER A : GE%A7*#E$+E &+)A.EG 600-02 >#>#E$)A


34/49

0 2 4 6 8 10 120

1

2

3

4

5

6

8

H#MEDAD AT#RAL

Column A

Column

Column %

Column >

Column AC

Column A?

Column A@

Column A

Column *E

Column *&

(%)

P R ! #

D I D A D ( m )



35/49

0 0.5 1 1.5 2 2.5 3

0

2

4

6

8

ARIACI% C% LA PR!#%DIDAD DE LA CMPRESI% I%C%!I%ADA

(-1 (-2

(-3 (-4

(-5 (-6

(- (-8

qu (45.cm/)

P R ! # % D I D

A D ( m )



36/49

40 50 60 0 80 !0 1000

ARIACI C LA PR!#DIDAD DEL SPT

(P+ - (-1

(P+ - (-2

(P+ - (-3

(P+ - (-4

(P+ - (-5

(P+ - (-6

(P+ - (-

(P+ - (-8

(P+ - (-!

(P+ - (-10

Column &

G3 (J 5ol+es.+ie)

P R ! # D

I D A D ( m )

R E C H A K


37/49

Com+*esi:n Incon'inadaPro (-1 Pro (-2 Pro (-3 Pro

Peso #nita*io HmedoPro (-1 Pro (-2 Pro (-3 Pro 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00

Re5ist*o SPT ()


38/49

P*omedios 9)#>0D 9)#>0D 9)#>0D P*omediosMnimo 9)#>0D 9)#>0D 9)#>0D 3 Pa Mnimo>lando 9)#>0D 9)#>0D 9)#>0D 3

iel '*eNticoSondeo Es+eso* Sondeo "!" inicial "!" 'inal

(-1 (-1(-2 (-2(-3 (-3(-4 (-4(-5 (-5(-6 (-6(- (-(-8 (-8

(-! (-!(-10 (-10

Promeio JDI.3O JDI.3O JDI.3O7Bnimo 0.00 0.00 0.007,Fimo 0.00 0.00 0.00

G3 GG 3qadm

Ca+a o*5Nnica m


39/49

(-4 Pro (-5 Pro (-6 Pro (-

(-4 Pro (-5 Pro (-6 Pro (-0.00 0.00 0.000.00 0.00 0.00


40/49

P"#"H"9)#>0D Pa 9)#>0D $m39)#>0D

0.00 500.00 50

Relaci:n SondeosSondeo P*o'" (m) Secto*

(-1(-2(-3(-4(-5(-6(-(-8

(-!(-10

Promeio JDI.3O7Bnimo 0.007,Fimo 0.00

+%+A& 3"33

Su


41/49

Pro (-8 Pro (-! Pro (-10

Pro (-8 Pro (-! Pro (-100.00 0.00 0.000.00 0.00 0.00


42/49


43/49

7uera upericial or,nica eca

Erao Hlano qu

7uera peniene para enaIo qu

rameno e arena o raJa conlomerao

7uera auraa 7uera para Core o Conoliación

Conenciones


44/49


45/49

Sondeo Muest*aP P/ Reci+" Peso CT DE

Sondeo Muest*aCT DE

Q5* Q5* o Q5* M" M"9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A9$A 9$A 0 0 9$A


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Contenido

9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A9$A


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TAMIK DI?METR (mm) %PASA

2" 50 100.00

1 1/2" 38 100.00

1" 25 !6.

3/4" 19 !2.4

1/2" 12.7 88.31

3/8” 9.5 83.4

4 4.75 .42

8 2.36 65.32

16 1.18 50.81

50 0.6 34.68

100 0.3 14.52

150 0.15 6.45

200 0.075 3.23 D3 D03 DF3 Cc

Fondo 0 0.00 9)#>0D%$)% 0 14.52 9)#>0D

GK < GP-G7

(P ó (K(K < (P-(C(K < (P-(7


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Cu Clasi'icaci:n

9)#>0D 09)#>0D 0


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1101000.00

10.00

20.00

30.00

40.00

50.00

60.00

0.00

80.00

!0.00

100.00

110.00

C#RA $RA#LMETRICA

TAM=K (mm )

%

P A S A

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