structural plate pipe culvert - flh.fhwa.dot.gov · no scale 603-1 standard approved for use...
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