Transcript

NO SCALE603-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

PIPE CULVERT

STRUCTURAL PLATE

STATE PROJECTNUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

4:40 P

M

5 A

ugust

2015

]U

SC

[

c:\m

yfiles\p

w_production\d

ms49570\Std

603-1.d

gn

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

S = 1.5 for 1V:1.5H fill slopes

S = 2 for 1V:2H or flatter slopes

STRUCTURAL PLATE PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE

STEEL ALUMINUM

PIPE

SIZE

PIPE

SIZE

MINIMUM

COVER

MINIMUM

COVER

END TREATMENT DIAGRAM

S

1

S

1

Fabricate the bottom plates one (1) thickness heavier

When directed, camber pipe culverts upward from a

chord through the inlet and outlet inverts an ordinate

amount equal to 1% of the pipe length. Develop camber

on a parabolic curve. If the midpoint elevation on the

parabolic curve as designed exceeds the elevation of the

inlet invert, reduce the amount of camber or increase

the pipe culvert gradient.

Measure minimum cover from the top of the pipe culvert

to the subgrade for flexible pavements, and to the top

of the pavement for rigid pavements. Measure maximum

fill height from the top of the pipe to the top of the

pavement for both flexible and rigid pavement.

4D

4D

Dia

meter (

D)

Pay Limit (Staked length)

NOTE:

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.111/12/2 0.140/10/2 0.170/8/2 0.188/7/2 0.218/5/2 0.249/3/2 0.280/1/2 0.280/1/3 0.280/1/4

METAL THICKNESS (INCH/GAGE)/BOLTS PER CORRUGATION

6" x 2" CORRUGATIONS

DIAMETER

INCHES INCHES

METAL THICKNESS (INCH/GAGE)/BOLTS PER CORRUGATION

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.100/12/4 0.125/11/4 0.150/9/4 0.175/7/4 0.200/6/4 0.225/4/4 0.250/2/4

" CORRUGATIONS219" x 2

306

300

294

288

282

276

270

264

258

252

246

240

234

228

222

216

210

204

198

192

186

180

174

168

162

156

150

144

138

132

126

120

114

108

102

96

90

84

78

72

66

60

42

42

42

42

36

36

36

36

36

36

36

30

30

30

30

30

30

30

30

24

24

24

24

24

24

24

24

18

18

18

18

18

18

18

18

12

12

12

12

12

12

12

15

15

16

16

17

17

18

19

20

21

22

23

24

25

27

29

31

33

35

38

42

46

19

20

20

21

22

22

23

24

25

26

27

28

29

31

32

34

36

38

40

43

45

49

52

57

62

68

23

23

24

25

25

26

27

28

29

30

31

32

33

34

36

37

39

40

42

45

47

50

52

56

60

64

69

75

81

90

25

25

26

27

27

28

29

30

31

32

33

34

35

36

38

39

41

43

44

46

49

51

54

57

60

64

68

73

79

86

93

100

27

28

28

29

30

31

31

32

33

34

35

36

37

38

40

41

42

44

46

47

49

51

54

56

59

62

65

69

73

77

82

88

95

100

100

100

30

31

31

32

33

34

34

35

36

37

38

39

40

41

43

44

45

47

48

50

52

54

56

58

61

63

66

69

73

77

81

86

91

97

100

100

100

100

100

31

32

32

33

34

34

35

36

37

38

39

40

41

42

43

44

45

47

48

50

51

53

55

57

59

61

64

66

69

72

76

80

84

88

94

100

100

100

100

100

100

100

38

39

40

40

41

42

43

44

45

46

48

49

50

51

53

54

56

58

60

62

64

66

68

71

73

76

80

83

87

91

95

100

100

100

100

100

100

100

100

100

100

100

41

42

43

44

45

46

47

48

49

51

52

53

55

56

58

59

61

63

65

67

69

71

74

76

79

82

86

89

93

97

100

100

100

100

100

100

100

100

100

100

100

100

228

222

216

210

204

198

192

186

180

174

168

162

156

150

144

138

132

126

120

114

108

102

96

90

84

78

72

66

60

36

36

36

36

36

36

36

33

33

33

33

33

33

33

33

33

30

30

27

27

24

24

21

21

18

18

18

15

15

12

13

14

14

15

16

17

18

19

20

22

23

25

28

31

17

18

18

19

20

21

22

23

25

26

28

30

32

35

37

41

45

20

21

22

23

24

25

26

27

28

30

31

33

35

37

40

42

46

50

54

60

22

23

24

25

26

27

28

29

30

32

33

35

37

39

41

44

47

50

54

58

64

70

23

24

25

26

27

28

29

30

31

32

33

35

37

38

40

42

45

47

50

54

58

62

67

74

81

25

26

27

28

28

29

30

31

33

34

35

36

38

40

42

44

46

48

51

54

57

61

66

71

77

84

92

27

27

28

29

30

31

32

33

34

35

36

38

39

41

43

44

47

49

51

54

57

60

64

68

73

79

86

94

100

steel or 0.250 inch for aluminum.

than the side plates but not heavier than 0.375 inch for

conforming to AASHTO M 167.

" bolts and nuts 43Fasten plates with galvanized steel

NO SCALESTANDARD APPROVED FOR USE 3/1996

REVISED: 6/2005 603-1M

STATE PROJECTNUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

]M

etric

[

c:\m

yfiles\p

w_production\d

ms49570\Std.6

03-1.d

gn

7:54 A

M

16 J

uly 2

015

FEDERAL LANDS HIGHWAY

STANDARD

METRIC STANDARD

PIPE CULVERT

STRUCTURAL PLATE

1.

2.

3.

4.

S = 1.5 for 1V:1.5H fill slopes

S = 2 for 1V:2H or flatter slopes

STRUCTURAL PLATE PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE

STEEL ALUMINUM

PIPE

SIZE

PIPE

SIZE

MINIMUM

COVER

MINIMUM

COVER

END TREATMENT DIAGRAM

S

1

S

1

Fabricate the bottom plates one (1) thickness heavier

When directed, camber pipe culverts upward from a

chord through the inlet and outlet inverts an ordinate

amount equal to 1% of the pipe length. Develop camber

on a parabolic curve. If the midpoint elevation on the

parabolic curve as designed exceeds the elevation of the

inlet invert, reduce the amount of camber or increase

the pipe culvert gradient.

Measure minimum cover from the top of the pipe culvert

to the subgrade for flexible pavements, and to the top

of the pavement for rigid pavements. Measure maximum

fill height from the top of the pipe to the top of the

pavement for both flexible and rigid pavement.

4D

4D

Dia

meter (

D)

Pay Limit (Staked length)

NOTE:

DIAMETER

2.82/2 3.56/2

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (METERS)

METAL THICKNESS/BOLTS PER CORRUGATION

4.32/2

152 x 51 CORRUGATIONS

4.79/2 5.54/2 6.32/2 7.11/2 7.87/3 9.65/4

DIAMETER

230 x 64 CORRUGATIONS

METAL THICKNESS/BOLTS PER CORRUGATION

2.54/4 3.18/4 3.81/4 4.44/4 5.08/4 5.72/4 6.35/4

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (METERS)

7855

7700

7545

7390

7235

7080

6925

6770

6615

6460

6305

6150

5995

5840

5685

5530

5375

5220

5065

4910

4755

4600

4445

4290

4135

3980

3825

3670

3515

3360

3205

3050

2895

2740

2585

2430

2275

2120

1965

1810

1655

1500

1050

1050

1050

1050

900

900

900

900

900

900

900

750

750

750

750

750

750

750

750

600

600

600

600

600

600

600

600

450

450

450

450

450

450

450

450

300

300

300

300

300

300

300

4.6

4.6

4.9

4.9

5.2

5.2

5.5

5.8

6.1

6.4

6.7

7.0

7.3

7.6

8.2

8.8

9.6

10.1

10.7

11.6

12.8

14.0

5.8

6.1

6.1

6.4

6.7

6.7

7.0

7.3

7.6

7.9

8.2

8.5

8.8

9.5

9.8

10.4

11.0

11.6

12.2

13.1

13.7

14.9

15.9

17.4

18.9

20.7

7.0

7.0

7.3

7.5

7.5

7.9

8.2

8.5

8.8

9.1

9.5

9.8

10.1

10.4

11.0

11.3

11.9

12.2

12.8

13.7

14.3

15.2

15.9

17.1

18.3

19.5

21.0

22.9

24.7

27.4

7.6

7.6

7.9

8.2

8.5

8.8

9.1

9.5

9.8

10.1

10.4

10.7

11.0

11.6

11.9

12.5

13.1

13.4

14.0

14.9

15.5

16.5

17.4

18.3

19.6

25.0

22.3

24.1

26.2

28.4

30.0

8.2

8.5

8.5

8.8

9.1

9.5

9.5

9.8

10.0

10.4

10.7

11.0

11.3

11.6

12.2

12.5

12.8

13.4

14.0

14.3

14.9

15.5

16.5

17.1

18.0

18.9

19.8

21.0

22.3

23.5

28.6

28.8

29.0

30.0

30.0

30.0

9.1

9.5

9.5

9.8

10.1

10.4

10.4

10.7

11.0

11.3

11.6

11.9

12.2

12.5

13.1

13.4

13.7

14.3

14.6

15.2

15.9

16.6

17.1

17.7

18.6

19.2

20.1

21.0

22.3

23.5

24.7

26.2

27.7

30.0

30.0

30.0

30.0

30.0

30.0

9.5

9.8

9.8

10.1

13.4

13.4

10.7

11.0

11.3

11.6

11.9

12.2

12.5

12.8

13.1

13.4

13.7

14.3

14.6

15.2

15.5

16.2

16.8

17.4

18.0

18.6

19.5

20.1

21.0

22.0

23.2

24.4

25.6

26.8

28.7

30.0

30.0

30.0

30.0

30.0

30.0

30.0

11.6

11.9

12.2

12.2

12.5

12.8

13.1

13.4

13.7

14.0

14.6

14.9

15.2

15.5

16.2

16.5

17.1

17.7

18.3

18.9

19.5

20.1

20.7

21.6

22.3

23.2

24.4

25.3

26.5

27.7

29.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

12.5

12.8

13.1

13.4

13.7

14.0

14.3

11.6

14.9

15.5

15.9

16.2

16.8

17.1

17.7

18.0

18.6

19.2

19.8

20.4

21.0

21.6

22.6

23.2

24.1

25.0

26.2

27.1

28.4

29.6

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

5840

5685

5530

5385

5220

5030

4910

4755

4600

4445

4290

4135

3980

3825

3670

3515

3360

3205

3050

2895

2740

2585

2430

2275

2120

1965

1810

1655

1500

900

900

900

900

900

900

900

825

825

825

825

825

825

825

825

825

750

750

675

675

600

600

525

525

450

450

450

375

375

3.7

4.0

4.3

4.3

4.6

4.9

5.2

5.5

5.8

6.1

6.7

7.0

7.6

8.5

9.5

5.2

5.5

5.5

5.8

6.1

6.4

6.7

7.0

7.6

7.9

8.5

9.1

9.8

10.7

11.3

12.5

13.7

6.1

6.4

6.7

7.0

7.3

7.6

7.9

8.2

8.5

9.1

9.5

10.1

10.7

11.3

12.2

12.8

14.0

15.2

16.5

18.3

6.7

7.0

7.3

7.6

7.9

8.2

8.5

8.8

9.1

9.8

10.1

10.7

11.3

11.9

12.5

13.4

14.3

15.2

16.5

17.7

19.5

21.3

7.0

7.3

7.6

7.9

8.2

8.5

8.8

9.1

9.5

9.8

10.1

10.7

11.3

11.6

12.2

12.8

13.7

14.3

15.2

16.5

17.7

18.9

20.4

22.6

24.7

7.6

7.9

8.2

8.5

8.5

8.8

9.1

9.5

10.1

10.4

10.7

11.0

11.6

12.2

12.8

13.4

14.0

14.6

15.5

16.5

17.4

18.6

20.1

21.6

23.5

25.6

28.0

8.2

8.2

8.5

8.8

9.1

9.5

9.8

10.1

10.4

10.7

11.0

11.6

11.9

12.5

13.1

13.4

14.3

14.9

15.5

16.5

17.4

18.3

19.5

20.7

22.3

24.1

26.2

28.7

30.0

Dimensions without units are millimeters.

when metric sizes are unavailable.

Equivalent US Customary sizes may be used

Furnish hardware in the metric sizes shown.

6.

5.

conforming to AASHTO M 167M.

Fasten plates with galvanized steel M20 bolts and nuts

steel or 6.35 mm for aluminum.

than the side plates but not heavier than 9.53 mm for

NO SCALE

Top of corner plate

603-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

steel or 0.250 inch for aluminum.

than the side plates but not heavier than 0.170 inch for

conforming to AASHTO M 167.

" bolts and nuts 43Fasten plates with galvanized steel

PIPE ARCH CULVERT

STRUCTURAL PLATE

STATE PROJECTNUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

8:47 A

M

6 A

ugust

2015

]U

SC

[

c:\m

yfiles\p

w_production\d

ms49570\Std

603-2.d

gn

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

1.

2.

3.

4.

S = 1.5 for 1V:1.5H fill slopes

S = 2 for 1V:2H or flatter slopes

S

1

S

1

END TREATMENT DIAGRAM

STRUCTURAL PLATE PIPE ARCH CULVERT

STEEL ALUMINUM

2 BOLTS PER CORRUGATION 4 BOLTS PER CORRUGATION

Fabricate the bottom plates one (1) thickness heavier

When directed, camber pipe culverts upward from a

chord through the inlet and outlet inverts an ordinate

amount equal to 1% of the pipe length. Develop camber

on a parabolic curve. If the midpoint elevation on the

parabolic curve as designed exceeds the elevation of the

inlet invert, reduce the amount of camber or increase

the pipe culvert gradient.

Measure minimum cover from the top of the pipe culvert

to the subgrade for flexible pavements, and to the top

of the pavement for rigid pavements. Measure maximum

fill height from the top of the pipe to the top of the

pavement for both flexible and rigid pavement.

CORNER

RADIUS

SPAN X RISE

MIN.

COVER

METAL

THICKNESS

MAXIMUM

FILL HEIGHT

ABOVE TOP

OF PIPE

SPAN X RISE

CORNER

RADIUS

MIN.

COVER

METAL

THICKNESS

MAXIMUM

FILL HEIGHT

ABOVE TOP

OF PIPE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

for manufacturer's standards

Step permitted to allow

FILL HEIGHT AND METAL THICKNESS TABLE

Pay Limit (Staked length)

Rise

6" x 2" CORRUGATIONS " CORRUGATIONS219" x 2

INCH INCH INCH GAGE FEET INCH INCH INCH GAGE FEET

20' - 7" x 13' - 2"

20' - 5" x 13' - 0"

19' - 11" x 12' - 10"

19' - 8" x 12' - 8"

19' - 6" x 12' - 6"

19' - 3" x 12' - 4"

18' - 9" x 12' - 2"

18' - 7" x 12' - 0"

18' - 1" x 11' - 10"

17' - 11" x 11' - 8"

17' - 5" x 11' - 6"

17' - 2" x 11' - 4"

17' - 0" x 11' - 2"

16' - 6" x 11' - 0"

16' - 3" x 10' - 10"

15' - 10" x 10' - 8"

15' - 7" x 10' - 6"

15' - 4" x 10' - 4"

14' - 11" x 10' - 2"

14' - 5" x 10' - 0"

14' - 2" x 9' - 10"

14' - 0" x 9' - 8"

13' - 6" x 9' - 6"

13' - 3" x 9' - 4"

14' - 3" x 8' - 11"

14' - 1" x 8' - 9"

13' - 11" x 8' - 7"

13' - 5" x 8' - 5"

12' - 10" x 8' - 4"

12' - 8" x 8' - 1"

12' - 6" x 7' - 11"

12' - 4" x 7' - 9"

11' - 10" x 7' - 7"

11' - 7" x 7' - 5"

11' - 5" x 7' - 3"

10' - 11" x 7' - 1"

10' - 8" x 6' - 11"

10' - 3" x 6' - 9"

9' - 9" x 6' - 7"

9' - 6" x 6' - 5"

9' - 4" x 6' - 3"

8' - 10" x 6' - 1"

8' - 7" x 5' - 11"

8' - 2" x 5' - 9"

7' - 11" x 5' - 7"

7' - 8" x 5' - 5"

7' - 3" x 5' - 3"

7' - 0" x 5' - 1"

6' - 9" x 4' - 11"

6' - 4" x 4' - 9"

6' - 1" x 4' - 7"

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

31

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

24

24

24

24

24

24

24

24

18

18

18

18

18

18

18

18

18

18

18

18

12

12

12

12

12

12

12

0.140

0.140

0.140

0.140

0.140

0.140

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

0.111

10

10

10

10

10

10

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

7

7

8

8

8

8

9

9

9

9

9

10

10

10

10

10

11

11

11

11

12

12

12

12

5

5

6

6

6

7

7

7

8

8

8

9

9

9

10

10

10

11

11

12

12

13

13

14

14

15

16

21' - 6" x 12' - 11"

21' - 1" x 12' - 9"

20' - 10" x 12' - 7"

20' - 1" x 12' - 6"

20' - 1" x 12' - 3"

19' - 10" x 12' - 1"

19' - 5" x 11' - 11"

19' - 2" x 11' - 9"

18' - 8" x 11' - 8"

18' - 5" x 11' - 6"

18' - 0" x 11' - 4"

17' - 9" x 11' - 2"

17' - 3" x 11' - 0"

17' - 0" x 10' - 10"

16' - 9" x 10' - 8"

16' - 4" x 10' - 6"

16' - 1" x 10' - 4"

15' - 7" x 10' - 2"

15' - 4" x 10' - 0"

14' - 11" x 9' - 10"

14' - 8" x 9' - 8"

14' - 3" x 9' - 7"

14' - 0" x 8' - 7"

13' - 11" x 9' - 5"

13' - 11" x 8' - 5"

13' - 1" x 8' - 4"

13' - 1" x 8' - 2"

12' - 11" x 7' - 6"

12' - 7" x 7' - 5"

12' - 3" x 7' - 3"

11' - 9" x 7' - 2"

11' - 5" x 7' - 1"

11' - 1" x 7' - 0"

10' - 9" x 6' - 10"

10' - 3" x 6' - 9"

9' - 11" x 6' - 8"

9' - 7" x 6' - 6"

9' - 3" x 6' - 5"

8' - 10" x 6' - 4"

8' - 5" x 6' - 3"

8' - 1" x 6' - 1"

7' - 9" x 6' - 0"

7' - 3" x 5' - 11"

6' - 11" x 5' - 9"

6' - 7" x 5' - 8"

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

32

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

33

33

30

30

30

27

27

27

24

24

21

21

21

18

18

18

18

0.225

0.225

0.225

0.200

0.200

0.200

0.200

0.200

0.200

0.175

0.175

0.175

0.150

0.150

0.150

0.150

0.125

0.125

0.125

0.125

0.125

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

0.100

4

4

4

6

6

6

6

6

6

7

7

7

9

9

9

9

11

11

11

11

11

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

7

7

7

8

8

8

9

9

9

9

9

9

10

10

10

10

10

11

11

11

12

10

11

11

11

11

11

12

12

12

13

13

14

14

15

15

16

16

17

18

19

20

21

22

23

NO SCALE

Top of corner plate

STANDARD APPROVED FOR USE 3/1996

REVISED: 6/2005 603-2M

PIPE ARCH CULVERT

STRUCTURAL PLATE

STATE PROJECTNUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

]M

etric

[

c:\m

yfiles\p

w_production\d

ms49570\Std

603-2.d

gn

4:44 P

M

5 A

ugust

2015

FEDERAL LANDS HIGHWAY

STANDARD

METRIC STANDARD

NOTE:

1.

2.

3.

4.

S = 1.5 for 1V:1.5H fill slopes

S = 2 for 1V:2H or flatter slopes

S

1

S

1

END TREATMENT DIAGRAM

STRUCTURAL PLATE PIPE ARCH CULVERT

STEEL ALUMINUM

2 BOLTS PER CORRUGATION 4 BOLTS PER CORRUGATION

Fabricate the bottom plates one (1) thickness heavier

When directed, camber pipe culverts upward from a

chord through the inlet and outlet inverts an ordinate

amount equal to 1% of the pipe length. Develop camber

on a parabolic curve. If the midpoint elevation on the

parabolic curve as designed exceeds the elevation of the

inlet invert, reduce the amount of camber or increase

the pipe culvert gradient.

Measure minimum cover from the top of the pipe culvert

to the subgrade for flexible pavements, and to the top

of the pavement for rigid pavements. Measure maximum

fill height from the top of the pipe to the top of the

pavement for both flexible and rigid pavement.

CORNER

RADIUS

SPAN X RISE

MIN.

COVER

METAL

THICKNESS

MAXIMUM

FILL HEIGHT

ABOVE TOP

OF PIPE

SPAN X RISE

CORNER

RADIUS

MIN.

COVER

METAL

THICKNESS

MAXIMUM

FILL HEIGHT

ABOVE TOP

OF PIPE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

for manufacturer's standards

Step permitted to allow

FILL HEIGHT AND METAL THICKNESS TABLE

Pay Limit (Staked length)

Rise

conforming to AASHTO M 167M.

Fasten plates with galvanized steel M20 bolts and nuts

steel or 6.35 mm for aluminum.

than the side plates but not heavier than 4.32 mm for

Dimensions without units are millimeters.

when metric sizes are unavailable.

Equivalent US Customary sizes may be used

Furnish hardware in the metric sizes shown.

6.

5.

230 x 64 CORRUGATIONS152 x 51 CORRUGATIONS

METERS METERS

6270 x 4010

6220 x 3960

6070 x 3910

5990 x 3860

5940 x 3810

5870 x 3760

5720 x 3710

5660 x 3660

5510 x 3610

5460 x 3560

5310 x 3510

5230 x 3450

5180 x 3400

5030 x 3350

4950 x 3300

4830 x 3250

4750 x 3200

4670 x 3150

4550 x 3100

4390 x 3050

4320 x 3000

4270 x 2950

4110 x 2900

4040 x 2840

4340 x 2720

4290 x 2670

4240 x 2620

4090 x 2570

3910 x 2540

3860 x 2460

3810 x 2410

3760 x 2360

3610 x 2310

3530 x 2260

3480 x 2210

3330 x 2160

3250 x 2110

3120 x 2060

2970 x 2010

2900 x 1960

2840 x 1910

2690 x 1850

2620 x 1800

2490 x 1750

2410 x 1700

2340 x 1650

2210 x 1600

2130 x 1550

2060 x 1500

1930 x 1450

1850 x 1400

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

600

600

600

600

600

600

600

600

450

450

450

450

450

450

450

450

450

450

450

450

300

300

300

300

300

300

300

3.56

3.56

3.56

3.56

3.56

3.56

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.82

2.1

2.1

2.4

2.4

2.4

2.4

2.7

2.7

2.7

2.7

2.7

3.0

3.0

3.0

3.0

3.0

3.4

3.4

3.4

3.4

3.7

3.7

3.7

3.7

1.5

1.5

1.8

1.8

1.8

2.1

2.1

2.1

2.4

2.4

2.4

2.7

2.7

2.7

3.0

3.0

3.0

3.4

3.4

3.7

3.7

4.0

4.0

4.3

4.3

4.6

4.9

6550 x 3940

6430 x 3890

6350 x 3840

6120 x 3810

6120 x 3730

6050 x 3680

5920 x 3630

5840 x 3580

5690 x 3560

5610 x 3510

5490 x 3450

5410 x 3400

5260 x 3350

5180 x 3300

5110 x 3250

4980 x 3200

4900 x 3150

4750 x 3100

4670 x 3050

4550 x 3000

4470 x 2950

4340 x 2920

4240 x 2620

4240 x 2870

4240 x 2570

3990 x 2540

3990 x 2490

3940 x 2290

3840 x 2260

3730 x 2210

3580 x 2180

3480 x 2160

3380 x 2130

3280 x 2080

3120 x 2060

3020 x 2030

2920 x 1980

2820 x 1960

2690 x 1930

2570 x 1910

2460 x 1850

2360 x 1830

2210 x 1800

2110 x 1750

2010 x 1730

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

750

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

900

825

825

750

750

750

675

675

675

600

600

525

525

525

450

450

450

450

5.72

5.72

5.72

5.08

5.08

5.08

5.08

5.08

5.08

4.44

4.44

4.44

3.81

3.81

3.81

3.81

3.18

3.18

3.18

3.18

3.18

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.54

2.1

2.1

2.1

2.4

2.4

2.4

2.7

2.7

2.7

2.7

2.7

2.7

3.0

3.0

3.0

3.0

3.0

3.4

3.4

3.4

3.7

3.0

3.4

3.4

3.4

3.4

3.4

3.7

3.7

3.7

4.0

4.0

4.3

4.3

4.6

4.6

4.9

4.9

5.2

5.5

5.8

6.1

6.4

6.7

7.0


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