B08_Att_03_Drawings__A_Std601.pdf
PDF 7 MB Posted
- Attached to
- GOGA-REPLACE CULVERT AT SPINE TRAIL Federal contract opportunity
- Solicitation number
- 140P8624Q0052
About this file
This document is a set of Federal Lands Highway (FLH) Standard Drawings for concrete headwalls and wingwalls to be used with pipe culverts. It provides detailed design specifications, dimensions, reinforcing steel and concrete quantity tables for single and multiple pipe culverts, both for normal and skewed installations, in both U.S. Customary and Metric units. The drawings cover headwall and wingwall configurations for pipe sizes ranging from 42" (1050 mm) to 84" (2100 mm) diameter. Key details include: reinforcement bar sizes and spacing, concrete requirements, anchor bolt specifications, and construction notes. This standard drawing set would be referenced in the technical specifications for a federal pipe culvert replacement project.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8624Q0052_Amd_0002.pdf | ||
| Sol_140P8624Q0052_Amd_0001.pdf | ||
| B08_Att_08_Relevant_Experience_Questionnaire_140P8624Q0052.pdf | ||
| B08_Att_10_Bid_Bond.pdf | ||
| B08_Att_01_Spine_Trail_Culvert_Replacement_Bid_Schedule_4-30-24.xlsx | XLSX spreadsheet | |
| B08_Att_04_Drawings_A_Std602.pdf | ||
| B08_Att_07_General_References_140P8624Q0052.docx | DOCX document | |
| B08_Att_09_VIOLATION_OF_ARMS_CONTROL_TREATIES_OR_AGREEMENTS-CERTIFICATION.pdf | ||
| B08_Att_02_Replace_Spine_Trail_Culvert_Div_1_Specs_4-25-24.pdf | ||
| Sol_140P8624Q0052.pdf | ||
| B08_Att_05_Constructiojn_Wage_Rates_CA20240018.pdf | ||
| B08_Att_06_Past_Performance_Questionnaire_140P8624Q0052.docx | DOCX document |
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
NO SCALE
CL
CL
Concrete conforms to Section 601. Pour concrete ordinary finish.
and finish all exposed surfaces with a Class 1 rock provided the wall is keyed into the rock at
Headwall dimension "H" may be reduced in solid otherwise noted.
and slope bevel in the field have been approved.
Do not order materials until the length, skew angle, tables on this standard.
Final quantities will be determined by using the square headwalls by secant of the skew angle.
quantities and dimensions "A", "B" & "L" for
For skews other than those shown, multiply in quantities for each additional pipe culvert.
equal to dimension "B" and the incremental change for double pipe installation by adding a length increase the dimension "L" and all quantities shown
For installations with more than two pipe culverts, to ASTM A153.
conform to ASTM A307. Galvanize according pipe perimeter at center of headwall. Hook bolts
601-1
STANDARD APPROVED FOR USE 6/2005
REVISED: 6/2007
CONCRETE HEADWALLS
"4 3monolithically. Chamfer all exposed edges
Clearance for reinforcing steel is 2" unless
Set hook bolts on nominal 18" centers around pipe to Section 209.
least 1 foot. Excavate and backfill according
STATE PROJECT
NUMBER
SHEET
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
A
M u g u s t
U
S C c m y fi le s p w p r o d u c ti o n d m s S td
.d g n
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
Varies
HEADWALLS
DOUBLE PIPE CULVERT
SINGLE PIPE CULVERT
ISOMETRIC VIEW
SECTION A-A
HEADWALL FOR DOUBLE PIPE CULVERT
HEADWALL FOR SINGLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
45° SKEW30° SKEW15° SKEWSQUARE HEADWALL
A
A
NOTE:
Culvert
Roadway
Bolt Detail
See Hook angle Skew
HOOK BOLT DETAIL
8.
7.
6.
5.
4.
3.
2.
1.
D
D/2D/2
L
L/2L/2
H
ABA
L
L angle Skew
TYPICAL HALF PLAN
Washers
10.50
10.25
10.00
9.75
9.50
9.25
9.00
8.75
8.50
8.25
8.00
7.75
7.50
7.25
7.00
6.75
6.50
6.25
6.00
5.75
5.50
5.25
5.00
17.75
17.25
16.50
16.00
15.25
14.75
14.00
13.50
12.75
12.25
11.50
11.00
10.25
9.75
9.00
8.50
7.75
7.25
6.50
6.00
5.25
4.75
4.00
19.00
18.50
18.00
17.50
17.00
16.50
16.00
15.50
15.00
14.50
14.00
13.50
13.00
12.50
12.00
11.25
10.50
9.75
9.00
8.25
7.50
6.75
6.00
54.50
53.00
51.00
49.50
47.50
46.00
44.00
42.50
40.50
39.00
37.00
35.50
33.50
32.00
30.00
28.25
26.00
24.25
22.00
20.25
18.00
16.25
14.00
14.65
13.19
12.57
11.80
11.21
10.48
9.93
9.23
8.71
8.05
7.56
6.95
6.49
5.92
5.43
4.83
4.38
3.84
3.43
2.94
2.57
2.13
18.50
17.75
17.00
16.50
15.75
15.25
14.50
13.75
13.25
12.50
12.00
11.25
10.50
10.00
9.25
8.75
8.00
7.50
6.75
6.00
5.50
4.75
4.25
19.75
19.25
18.75
18.00
17.50
17.00
16.50
16.00
15.50
15.00
14.50
14.00
13.50
13.00
12.50
11.75
10.75
10.00
9.25
8.50
7.75
7.00
6.25
56.75
54.75
52.75
51.00
49.00
47.50
45.50
43.50
42.00
40.00
38.50
36.50
34.50
33.00
31.00
29.25
26.75
25.00
22.75
20.50
18.75
16.50
14.75
15.29
14.45
13.63
12.93
12.15
11.57
10.83
10.11
9.58
8.90
8.40
7.76
7.14
6.69
6.11
5.62
4.96
4.51
3.97
3.45
3.07
2.60
2.25
20.50
19.75
19.00
18.25
17.50
17.00
16.25
15.50
14.75
14.00
13.25
12.50
11.75
11.00
10.50
9.75
9.00
8.25
7.50
6.75
6.00
5.25
4.50
22.00
21.25
20.75
20.25
19.75
19.00
18.50
18.00
17.25
16.75
16.25
15.50
15.00
14.50
13.75
13.00
12.00
11.25
10.50
9.50
8.75
7.75
63.00
60.75
58.75
56.75
54.75
53.00
51.00
49.00
46.75
44.75
42.75
40.50
38.50
36.50
34.75
32.50
30.00
27.75
25.50
23.00
20.75
18.25
16.00
16.94
15.18
14.37
13.59
12.91
12.16
11.44
10.65
9.97
9.31
8.59
7.97
7.37
6.86
6.24
5.58
5.00
4.46
3.88
3.39
2.87
2.43
25.00
24.25
23.25
22.50
21.50
20.75
19.75
19.00
18.00
17.25
16.25
15.50
14.50
13.50
12.75
11.75
11.00
10.00
9.25
8.25
7.50
6.50
5.75
26.75
26.25
25.50
24.75
24.00
23.25
22.75
22.00
21.25
20.50
19.75
19.00
18.50
17.75
17.00
16.00
14.75
13.75
12.75
11.75
10.50
9.50
8.50
76.75
74.75
72.00
69.75
67.00
64.75
62.25
60.00
57.25
55.00
52.25
50.00
47.50
44.75
42.50
39.50
36.75
33.75
31.25
28.25
25.50
22.50
20.00
20.59
19.73
18.60
17.69
16.62
15.76
14.83
14.00
13.05
12.27
11.37
10.64
9.86
9.04
8.39
7.56
6.83
6.07
5.46
4.77
4.17
3.54
3.05
35.50
34.25
33.00
31.75
30.50
29.25
28.00
26.75
25.50
24.25
23.00
21.75
20.50
19.25
18.00
16.75
15.50
14.25
13.00
11.75
10.50
9.25
8.00
10.53
9.94
9.37
8.81
8.27
7.75
7.24
6.75
6.27
5.81
5.36
4.93
4.52
4.12
3.74
3.37
3.02
2.68
2.37
2.06
1.78
1.50
1.25
10.90
10.31
9.73
9.08
8.54
8.01
7.50
7.00
6.52
5.98
5.53
5.10
4.68
4.28
3.90
3.47
3.11
2.78
2.46
2.15
1.81
1.54
1.29
41.00
39.50
38.00
36.75
35.25
33.75
32.25
31.00
29.50
28.00
26.50
25.00
23.75
22.25
20.75
19.25
18.00
16.50
15.00
13.50
12.00
10.75
14.91
14.09
13.28
12.50
11.74
10.92
10.20
9.51
8.84
8.20
7.57
6.97
6.39
5.83
5.29
4.78
4.29
3.82
3.37
2.89
2.49
2.11
1.75
36.75
34.25
32.75
31.50
30.25
29.00
27.75
26.50
25.00
23.75
22.50
21.25
20.00
18.75
17.25
16.00
14.75
13.50
12.25
10.75
8.25
12.17
11.46
10.78
10.21
9.56
8.94
8.33
7.83
7.25
6.70
6.17
5.66
5.24
4.76
4.30
3.87
3.51
3.11
2.73
2.37
2.02
1.75
1.44
50.25
48.50
46.75
45.00
43.25
41.25
39.50
37.75
36.00
34.25
32.50
30.75
29.00
27.25
25.50
23.75
22.00
20.25
18.50
16.50
14.75
13.00
11.25
10.50
10.25
10.00
9.75
9.50
9.25
9.00
8.75
8.50
8.25
8.00
7.75
7.50
7.25
7.00
6.75
6.50
6.25
6.00
5.75
5.50
5.25
5.00
FEET
A
FEET
L
LB
STEEL
FEET
B
CUYD
CONC.
FEET
A
FEET
L
LB
STEEL
FEET
B
CUYD
CONC.
FEET
A
FEET
L
LB
STEEL
FEET
B
CUYD
CONC.
FEET
A
FEET
L
LB
STEEL
FEET
B
CUYD
CONC.INCH
D
FEET
H
FEET
L
CUYD
CONC.
LB
STEEL
FEET
L
CUYD
CONC.
LB
STEEL
FEET
L
CUYD
CONC.
LB
STEEL
FEET
L
CUYD
CONC.
LB
STEELINCH
D
FEET
H
" Ø8
" hex nuts8
3" max
D
12"
3" max 10" max. both faces
#4 bars at equal spacing
" max2
12" min.
CL
Concrete conforms to Section 601. Pour concrete ordinary finish.
and finish all exposed surfaces with a Class 1 rock provided the wall is keyed into the rock at
Headwall dimension "H" may be reduced in solid otherwise noted.
and slope bevel in the field have been approved.
Do not order materials until the length, skew angle, tables on this standard.
Final quantities will be determined by using the square headwalls by secant of the skew angle.
quantities and dimensions "A", "B" & "L" for
For skews other than those shown, multiply in quantities for each additional pipe culvert.
equal to dimension "B" and the incremental change for double pipe installation by adding a length increase the dimension "L" and all quantities shown
For installations with more than two pipe culverts, to ASTM A153.
conform to ASTM A307. Galvanize according pipe perimeter at center of headwall. Hook bolts
STANDARD APPROVED FOR USE 3/1996
REVISED: 5/1997 6/2005
CONCRETE HEADWALLS
601-1M monolithically. Chamfer all exposed edges 20 mm
Clearance for reinforcing steel is 50 mm unless
Set hook bolts on nominal 450 mm centers around to Section 209.
least 300 mm. Excavate and backfill according
STATE PROJECT
e tr ic m y fi le s p w p r o d u c ti o n d m s S td
.d g n u g u s t
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
Varies
HEADWALLS
DOUBLE PIPE CULVERT
SINGLE PIPE CULVERT
ISOMETRIC VIEW
SECTION A-A
HEADWALL FOR DOUBLE PIPE CULVERT
HEADWALL FOR SINGLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
45° SKEW30° SKEW15° SKEWSQUARE HEADWALL
A
A
NOTE:
Culvert
Roadway
Bolt Detail
See Hook angle Skew
HOOK BOLT DETAIL
8.
6.
5.
4.
3.
2.
1.
D
D/2D/2
L
L/2L/2
H
ABA
L
L angle Skew
TYPICAL HALF PLAN
Washers
9. Dimensions without units are millimeters.
5.3
5.1
5.0
4.8
4.6
4.4
4.2
4.0
3.8
3.6
3.5
3.3
3.1
2.9
2.7
2.5
2.3
2.1
2.0
1.8
1.6
1.4
1.2
6.1
5.9
5.7
5.5
5.3
5.1
4.8
4.6
4.4
4.2
4.0
3.8
3.6
3.3
3.1
2.9
2.7
2.5
2.3
2.0
1.8
1.6
18.8
18.2
17.6
17.1
16.5
15.9
15.1
14.6
14.0
13.4
12.8
12.3
11.7
10.9
10.4
9.7
9.0
8.4
7.7
6.9
6.2
5.5
4.9
23.1
22.4
21.6
20.8
20.2
19.4
18.6
18.0
17.2
16.4
15.7
14.9
14.1
13.5
12.7
12.0
11.1
10.1
9.4
8.5
7.6
6.9
5.9
3.150
3.075
3.000
2.925
2.850
2.775
2.700
2.625
2.550
2.475
2.400
2.325
2.250
2.175
2.100
2.025
1.950
1.875
1.800
1.725
1.650
1.575
1.500
5.7
5.4
5.3
5.1
5.0
4.8
4.7
4.5
4.3
4.2
4.0
3.9
3.8
3.6
3.4
3.2
2.9
2.7
2.5
2.3
2.0
1.8
16.3
15.7
15.4
14.9
14.3
13.8
13.2
12.7
12.1
11.5
11.2
10.6
10.1
9.6
9.0
8.4
7.8
7.1
6.7
6.1
5.5
4.8
4.2
10.63
10.02
9.70
9.21
8.64
8.18
7.64
7.20
6.69
6.20
5.94
5.48
5.10
4.73
4.31
3.91
3.52
3.10
2.85
2.52
2.19
1.84
1.55
5.3
5.1
4.9
4.7
4.5
4.3
4.2
4.0
3.8
3.6
3.4
3.2
3.0
2.8
2.6
2.4
2.2
2.0
1.8
1.6
1.2
5.7
5.6
5.4
5.3
5.1
5.0
4.8
4.7
4.5
4.3
4.2
4.0
3.9
3.7
3.5
3.3
3.0
2.8
2.6
2.3
2.1
1.9
16.9
15.8
15.2
14.7
14.1
13.6
13.2
12.7
12.1
11.5
11.0
10.4
9.9
9.3
8.7
8.1
7.4
6.8
6.2
5.5
4.3
11.03
10.42
9.92
9.34
8.86
8.31
7.85
7.49
7.06
6.56
6.08
5.69
5.24
4.87
4.45
4.05
3.66
3.23
2.88
2.54
2.17
1.87
1.58
6.6
6.4
6.2
6.1
5.9
5.7
5.5
5.4
5.2
5.0
4.8
4.7
4.5
4.3
4.2
3.9
3.6
3.4
3.1
2.9
2.6
2.3
12.26
11.64
11.04
10.54
9.97
9.41
8.70
8.26
7.75
7.25
6.77
6.37
5.91
5.34
4.98
4.52
4.07
3.69
3.28
2.83
2.46
2.10
1.81
7.5
7.3
7.0
6.7
6.5
6.2
5.9
5.7
5.4
5.1
4.9
4.6
4.3
4.1
3.8
3.6
3.3
3.0
2.8
2.5
2.2
1.7
8.1
7.8
7.6
7.4
7.2
7.0
6.8
6.6
6.4
6.2
5.9
5.7
5.5
5.3
5.1
4.8
4.5
4.1
3.8
3.5
3.2
2.9
2.5
15.08
14.36
13.56
12.79
12.20
11.46
10.75
10.21
9.53
8.87
8.31
7.69
7.09
6.64
6.08
5.60
5.02
4.41
4.00
3.49
3.01
2.65
2.18 mm
D m
H m3
CONC.
kg
STEEL
m
A m
B m
A m
B m
L m3
CONC.
kg
STEEL
m
A m
B m
L m
L m3
CONC.
kg
STEEL
m
B m
L m3
CONC.
kg
STEEL
m
A
3.150
3.075
3.000
2.925
2.850
2.775
2.700
2.625
2.550
2.475
2.400
2.325
2.250
2.175
2.100
2.025
1.950
1.875
1.800
1.725
1.650
1.575
1.500
10.7
10.3
9.9
9.5
9.2
8.8
8.4
8.0
7.7
7.3
6.9
6.5
6.2
5.8
5.4
5.0
4.7
4.3
3.9
3.5
3.2
2.8
2.4
7.73
7.27
6.83
6.40
6.07
5.67
5.28
4.90
4.61
4.25
3.91
3.58
3.33
3.02
2.72
2.44
2.23
1.97
1.72
1.49
1.32
1.11
0.91
11.0
10.6
10.2
9.9
9.5
9.1
8.7
8.3
7.9
7.5
7.1
6.8
6.4
6.0
5.6
5.2
4.8
4.4
4.0
3.6
3.3
7.93
7.47
7.03
6.69
6.27
5.86
5.47
5.08
4.72
4.36
4.01
3.75
3.43
3.12
2.83
2.54
2.27
2.01
1.76
1.53
1.36
1.15
0.95
12.3
11.9
11.4
11.0
10.6
10.1
9.7
9.3
8.8
8.4
8.0
7.5
7.1
6.7
6.2
5.8
5.4
4.9
4.5
4.1
3.6
3.2
8.87
8.40
7.86
7.42
6.99
6.50
6.09
5.70
5.25
4.89
4.54
4.13
3.80
3.49
3.12
2.83
2.56
2.24
1.99
1.75
1.48
1.26
1.06
15.1
14.5
14.0
13.5
12.9
12.4
11.9
11.3
10.8
10.3
9.8
9.2
8.7
8.2
7.6
7.1
6.6
6.0
5.5
5.0
4.5
3.9
3.4
10.90
10.22
9.66
9.11
8.50
7.98
7.48
6.92
6.45
5.99
5.56
5.06
4.66
4.27
3.83
3.47
3.13
2.74
2.43
2.13
1.85
1.54
1.29 mm
D m
H m3
CONC.
m
L kg
STEEL
m3
CONC.
m
L kg
STEEL
m3
CONC.
m
L kg
STEEL
m3
CONC.
m
L kg
STEEL
300 min.
10 max.
75 max
75 max
M10 hex nuts
250 mm max. both faces
13 bars at equal spacing
D
M10
601-2
STANDARD APPROVED FOR USE 6/2005--
REVISED:
18.00
17.19
16.13
15.28
14.29
13.48
12.63
11.87
10.99
10.28
9.47
8.81
8.11
7.38
6.79
6.07
5.43
4.78
4.26
3.67
3.17
2.65
2.25
76.75
74.75
72.00
69.75
67.00
64.75
62.25
60.00
57.25
55.00
52.25
50.00
47.50
44.75
42.50
39.50
36.75
33.75
31.25
28.25
25.50
22.50
20.00
16.75
16.25
15.75
15.25
14.75
14.50
14.00
13.50
13.00
12.50
12.25
11.75
11.25
10.75
10.25
10.00
9.50
9.00
8.50
8.00
7.25
54.50
53.00
51.00
49.50
47.50
46.00
44.00
42.50
40.50
39.00
37.00
35.50
33.50
32.00
30.00
28.25
26.00
24.25
22.00
20.25
18.00
16.25
12.81
12.20
11.44
10.86
10.14
9.60
8.92
8.41
7.78
7.30
6.71
6.26
5.71
5.30
4.79
4.36
3.84
3.46
2.99
2.64
2.23
1.93
1.57
56.75
54.75
52.75
51.00
49.00
47.50
45.50
43.50
42.00
40.00
38.50
36.50
34.50
33.00
31.00
29.25
26.75
25.00
22.75
20.50
18.75
16.50
14.75
13.38
12.59
11.83
11.17
10.44
9.90
9.22
8.56
8.07
7.46
7.00
6.42
5.87
5.46
4.95
4.52
3.95
3.56
3.09
2.66
2.33
1.95
1.66
63.00
60.75
58.75
56.75
54.75
53.00
51.00
49.00
46.75
44.75
42.75
40.50
38.50
36.50
34.75
32.50
30.00
27.75
25.50
23.00
20.75
18.25
14.82
13.93
13.16
12.41
11.68
11.05
10.36
9.69
8.98
8.35
7.75
7.11
6.55
6.02
5.56
5.01
4.43
3.94
3.47
2.99
2.57
2.15
1.79
16.75
16.25
15.75
15.25
14.75
14.50
14.00
13.50
13.00
12.50
12.25
11.75
11.25
10.75
10.25
10.00
9.50
9.00
8.50
8.00
7.25
34.25
33.00
31.75
30.50
29.25
28.00
26.75
25.50
24.25
23.00
21.75
20.50
19.25
18.00
16.75
15.50
14.25
13.00
11.75
10.50
9.39
8.83
8.28
7.76
7.25
6.75
6.28
5.82
5.38
4.95
4.54
4.15
3.77
3.41
3.07
2.75
2.44
2.14
1.87
1.61
1.37
1.14
0.93
36.75
34.25
32.75
31.50
30.25
29.00
27.75
26.50
25.00
23.75
22.50
21.25
20.00
18.75
17.25
16.00
14.75
13.50
12.25
10.75
8.25
9.72
9.15
8.60
7.99
7.48
6.98
6.50
6.04
5.59
5.10
4.69
4.29
3.91
3.55
3.21
2.82
2.51
2.22
1.94
1.68
1.39
1.17
0.96
41.00
39.50
38.00
36.75
35.25
33.75
32.25
31.00
29.50
28.00
26.50
25.00
23.75
22.25
20.75
19.25
18.00
16.50
15.00
13.50
12.00
10.75
10.84
10.17
9.53
8.99
8.38
7.79
7.23
6.75
6.22
5.72
5.23
4.76
4.38
3.95
3.54
3.15
2.83
2.48
2.15
1.85
1.56
1.33
1.08
50.25
48.50
46.75
45.00
43.25
41.25
39.50
37.75
36.00
34.25
32.50
30.75
29.00
27.25
25.50
23.75
22.00
20.25
18.50
16.50
14.75
13.00
11.25
13.29
12.50
11.74
11.00
10.29
9.52
8.85
8.21
7.59
6.99
6.42
5.86
5.34
4.83
4.35
3.90
3.46
3.05
2.66
2.25
1.92
1.60
1.31
FEET
FEET CUYD LB
INCH
D
FEET CUYD LB FEET CUYD LB FEET CUYD LB
INCH
D
FEET
CUYD LB FEET CUYD LB FEET CUYD LB FEET CUYD LB
STATE PROJECT
u g u s t
U m y fi le s p w p r o d u c ti o n d m s S td
.d g n
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
CONCRETE HEADWALLS
SLOPE PAVING FOR
NOTE:
8.
7.
6.
5.
4.
3.
2.
1.
TYPICAL HALF PLAN
ISOMETRIC VIEW
SINGLE PIPE CULVERT
DOUBLE PIPE CULVERT
SECTION A-A
SECTION B-B
SECTION C-C
Sl op e
SLOPE PAVING FOR DOUBLE PIPE CULVERT
SLOPE PAVING FOR SINGLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
CONC. STEELLSTEELCONC.LSTEELCONC.LSTEELCONC.L
S
S
L CONC. STEEL L CONC. STEEL L CONC. STEEL L CONC. STEEL
and slope bevel in the field have been approved.
Do not order materials until the length, skew angle, tables on this standard.
Final quantities will be determined by using the
1.24, and for a 1V:2.5H slope multiply by 1.49.
multiply the values for that particular skew by and slope paving quantities for a 1V:2H slope
1V:1.5H sideslope. To compute dimension "S" the quantities for slope paving are computed for a
For the skew angle shown, the dimension "S" and square headwalls by secant of the skew angle.
quantities and dimensions "A", "B" & "L" for
For skews other than those shown, multiply quantities for each additional pipe culvert.
Y = {
Culvert
Symetrical about
See Hook Bolt Details
HOOK BOLT DETAIL
Pipe
Pipe
C B
A A
B
C otherwise noted.
surfaces with a Class 1 ordinary finish.
Concrete conforms to Section 601. Chamfer all
Washers
L
Roadway
Pipe angle Skew
Y
D trowel. No steel through joint
Construction Joint - Finish w/steel
L
S L
S
Welded wire fabric length equal to dimension "B" as shown on shown for double pipe installation by adding a increase the dimension "L" and all quantities
For installations with more than two pipe culverts, Galvanize according to ASTM A153.
pipe perimeter. Hook bolts conform to ASTM A307.
Standard 601-1 and the incremental change in
" and finish all exposed 4 3exposed edges
" Ø8
" hex nuts8
" max2
Set hook bolts on nominal 18" centers around
Clearance for reinforcing steel is 2" unless
FEET
6" x 6" - W7 x W7
8"
8"
6"7"
5" (1:2.5 Slope)
4" (1:2 Slope)
3" (1:1.5 Slope) joints at intervals not to exceed 16 feet
" min. contraction4 1" x 18
3Place
12"
12" min.
601-2M
Standard M601-1 and the incremental change in m3m kg m3m kg m3m kg m3m kg m
D m3m kg
D m m3m kg m3m kg m3m kg
5.1
5.0
4.9
4.7
4.6
4.5
4.3
4.2
4.1
3.9
3.8
3.7
3.5
3.4
3.2
3.1
3.0
2.8
2.7
2.6
2.4
2.2
15.7
15.4
14.9
14.3
13.8
13.2
12.7
12.1
11.5
11.2
10.6
10.1
9.6
9.0
8.4
7.8
7.1
6.7
6.1
5.5
4.8
4.2
9.29
8.72
8.42
7.96
7.43
7.00
6.50
6.10
5.64
5.19
4.95
4.54
4.19
3.86
3.49
3.14
2.80
2.44
2.23
1.94
1.67
1.38
1.14
16.9
15.8
15.2
14.7
14.1
13.6
13.2
12.7
12.1
11.5
11.0
10.4
9.9
9.3
8.7
8.1
7.4
6.8
6.2
5.5
4.3
9.64
9.07
8.60
8.06
7.61
7.10
6.69
6.35
5.95
5.50
5.07
4.71
4.31
3.98
3.61
3.25
2.91
2.55
2.24
1.96
1.65
1.40
18.8
18.2
17.6
17.1
16.5
15.9
15.1
14.6
14.0
13.4
12.8
12.3
11.7
10.9
10.4
9.7
9.0
8.4
7.7
6.9
6.2
10.71
10.14
9.57
9.11
8.57
8.06
7.41
7.00
6.53
6.07
5.63
5.27
4.86
4.36
4.04
3.63
3.23
2.91
2.55
2.18
1.87
1.57
1.34
23.1
22.4
21.6
20.8
20.2
19.4
18.6
18.0
17.2
16.4
15.7
14.9
14.1
13.5
12.7
12.0
11.1
10.1
9.4
8.5
7.6
6.9
13.19
12.51
11.76
11.04
10.49
9.81
9.15
8.65
8.03
7.43
6.92
6.36
5.82
5.42
4.93
4.50
4.00
3.47
3.11
2.69
2.29
1.99
1.60
5.1
5.0
4.9
4.7
4.6
4.5
4.3
4.2
4.1
3.9
3.8
3.7
3.5
3.4
3.2
3.1
3.0
2.8
2.7
2.6
2.4
2.2
10.7
10.3
9.9
9.5
9.2
8.8
8.4
8.0
7.7
7.3
6.9
6.5
6.2
5.8
5.4
5.0
4.7
4.3
3.9
3.5
3.2
6.89
6.46
6.04
5.63
5.32
4.94
4.58
4.22
3.95
3.63
3.31
3.01
2.78
2.50
2.24
1.99
1.80
1.57
1.36
1.16
1.02
0.84
0.68
11.0
10.6
10.2
9.9
9.5
9.1
8.7
8.3
7.9
7.5
7.1
6.8
6.4
6.0
5.6
5.2
4.8
4.4
4.0
3.6
3.3
7.06
6.63
6.21
5.89
5.49
5.11
4.74
4.39
4.04
3.72
3.40
3.16
2.87
2.59
2.32
2.07
1.83
1.61
1.39
1.19
1.05
0.87
0.71
12.3
11.9
11.4
11.0
10.6
10.1
9.7
9.3
8.8
8.4
8.0
7.5
7.1
6.7
6.2
5.8
5.4
4.9
4.5
4.1
3.6
3.2
7.90
7.46
6.95
6.53
6.13
5.66
5.29
4.92
4.50
4.17
3.84
3.47
3.18
2.89
2.57
2.31
2.07
1.79
1.57
1.37
1.14
0.79
15.1
14.5
14.0
13.5
12.9
12.4
11.9
11.3
10.8
10.3
9.8
9.2
8.7
8.2
7.6
7.1
6.6
6.0
5.5
5.0
4.5
3.9
9.71
9.07
8.54
8.02
7.44
6.96
6.49
5.96
5.53
5.11
4.71
4.26
3.89
3.54
3.15
2.83
2.52
2.19
1.92
1.67
1.43
CONCRETE HEADWALLS
SLOPE PAVING FOR
150175
STATE PROJECT
e m y fi le s p w p r o d u c ti o n d m s S td
.d g n u g u s t
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
joints at intervals not to exceed 5 m
Place 10 x 30 min. contraction
152 x 152 - MW45 x MW45
125 (1:2.5 Slope)
100 (1:2 Slope)
75 (1:1.5 Slope)
NOTE:
8.
7.
6.
5.
4.
3.
2.
1.
TYPICAL HALF PLAN
ISOMETRIC VIEW
SINGLE PIPE CULVERT
DOUBLE PIPE CULVERT
SECTION A-A
SECTION B-B
SECTION C-C
Sl op e
SLOPE PAVING FOR DOUBLE PIPE CULVERT
SLOPE PAVING FOR SINGLE PIPE CULVERT
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW
CONC. STEELLSTEELCONC.LSTEELCONC.LSTEELCONC.L
S
S
L CONC. STEEL L CONC. STEEL L CONC. STEEL L CONC. STEEL
and slope bevel in the field have been approved.
Do not order materials until the length, skew angle, tables on this standard.
Final quantities will be determined by using the
1.24, and for a 1V:2.5H slope multiply by 1.49.
multiply the values for that particular skew by and slope paving quantities for a 1V:2H slope
1V:1.5H sideslope. To compute dimension "S" the quantities for slope paving are computed for a
For the skew angle shown, the dimension "S" and square headwalls by secant of the skew angle.
quantities and dimensions "A", "B" & "L" for
For skews other than those shown, multiply quantities for each additional pipe culvert.
Y = {
Culvert
Symetrical about
See Hook Bolt Details
HOOK BOLT DETAIL
Pipe
Pipe
C B
A A
B
C otherwise noted.
surfaces with a Class 1 ordinary finish.
Concrete conforms to Section 601. Chamfer all
Washers
Pipe angle Skew
Y
D trowel. No steel through joint
Construction Joint - Finish w/steel
L
S L
S
Welded wire fabric length equal to dimension "B" as shown on shown for double pipe installation by adding a increase the dimension "L" and all quantities
For installations with more than two pipe culverts, Galvanize according to ASTM A153.
pipe perimeter. Hook bolts conform to ASTM A307.
Set hook bolts on nominal 450 mm centers around
Clearance for reinforcing steel is 50 mm unless exposed edges 20 mm and finish all exposed
M10 hex nuts
M10
300 min.
10 max
Dimensions without units are millimeters.9.
6.
5.
4.
3.
2.
1.
steel as necessary.
Field bend reinforcing to centerline roadway.
measured from perpendicular
Skew angle of wingwall is
45°
45°
45°
45°
45°
30°
30°
45°
60°
15°
15°
60°
60°
0°
0°
60°
Inlet
Outlet
CL
CL
H
W
L
D
A
A
601-3
REVISED: 6/2007
STATE PROJECT
A u g u s t
U m y fi le s p w p r o d u c ti o n d m s S td
.d g n
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
CONCRETE HEADWALLS
WINGWALLS FOR
NOTE:
HEADWALL AND WINGWALL
TYPICAL WINGWALL
WINGWALL LAYOUT
PLAN
ELEVATION
ELEVATION
PLAN
SECTION A-A
WINGWALL SKEWS
RECOMMENDED
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
WINGWALLS FOR CONCRETE HEADWALLS
WINGWALL
PIPE SKEW
0° WINGWALL SKEW 15° WINGWALL SKEW 30° WINGWALL SKEW 45° WINGWALL SKEW 60° WINGWALL SKEW H
W CONC. STEEL W CONC. STEEL W CONC. STEEL W CONC. STEEL W CONC. STEEL
0° 15° 30° 45° by multiplying the quantities for 0° skew and a given height H
For lengths W not shown in table, approximate the quantities
Quantities shown in table are for one wingwall only.
ordinary finish.
Concrete conforms to Section 601. Chamfer all exposed
W = D/2 × slope × secant (wingwall skew angle)
1V:2.5H slopes compute length W with the following equation:
wingwalls are computed for a 1V:1.5H side slope. For 1V:2H or
For skew angles shown in table, the length W and quantities for
Skew angle of wingwall
Skew angle of pipe
Skew angle of wingwall top & bottom
Pipe culvert
Wingwall
Wingwall bars
Wingwall bars
W not shown bottom reinforcement top & bottom b.f.
not shown o.f. reinforcement joint filler (typ.)
joint filler (typ.)
b.f. = both faces o.f. = other face f.f. = fill face
Abbreviations:
and slope bevel in the field have been approved.
Do not order materials until the length, skew angle, on this standard.
Final quantities will be determined by using the tables slope paving dimensions.
Ground line
Reinforcing steel clearance is 2-inches unless otherwise noted.
-inch and finish all exposed surfaces with a Class 14 3edges
Minimum W not less than 6 feet.
FEET CUYD LB
7.00
6.75
6.50
6.25
6.00
5.75
5.50
5.25
5.00
10.00
9.50
8.75
8.25
7.50
7.00
6.25
3.15
3.11
3.06
3.02
2.98
2.94
2.90
2.86
2.81
6.25
6.00
6.00
6.00
6.00
6.00
3.21
3.06
3.02
2.98
2.94
2.90
2.86
2.82
2.78
6.50
6.25
6.00
6.00
6.00
6.00
3.49
3.24
3.09
2.95
2.91
2.87
2.84
2.80
2.76
8.50
7.50
7.00
6.50
6.00
6.00
4.10
3.84
3.59
3.34
3.09
2.85
2.82
2.78
2.74
12.00
11.25
10.50
9.75
9.00
8.25
7.50
6.75
5.56
5.18
4.81
4.45
4.09
3.74
3.39
3.06
2.73
INCH
D
FEET
FEET CUYD LB FEET CUYD LB FEET CUYD LB FEET CUYD LB
12"
10" (max.) f.f.
#4 Bars at equal spa., 15" (max.) o.f.
#4 Bars at equal spa., 15" max. o.f.
#4 Bars at equal spacing
12" max. f.f.
#5 Bars at equal spacing
" min. preformed2
" min. preformed2
#5 Bars (typ.) f.f.
#4 Bars top (typ.) #4 Bars (typ.) top
#4 Bars b.f.
#4 Bars
#4 Bars top & bottom
15" max.
B a r s
#4 Bars
C lr
#5 Bars f.f.
#4 Bars o.f.
See Standards 601-1 and 601-2 for headwall and
0.14].by the factor: 1 + [(W-6.0) equal spacing
#4 Bars at b .f a t
6.
5.
4.
3.
2.
1.
steel as necessary.
Field bend reinforcing to centerline roadway.
measured from perpendicular
Skew angle of wingwall is
45°
45°
45°
45°
45°
30°
30°
45°
60°
15°
15°
60°
60°
0°
0°
60°
Inlet
Outlet
CL
CL
H
W
L
D
A
REVISED: 5/1997 6/2005 6/2007
601-3M
STATE PROJECT
e m y fi le s p w p r o d u c ti o n d m s S td
.d g n
A u g u s t
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
CONCRETE HEADWALLS
WINGWALLS FOR
NOTE:
HEADWALL AND WINGWALL
TYPICAL WINGWALL
WINGWALL LAYOUT
PLAN
ELEVATION
ELEVATION
PLAN
SECTION A-A
WINGWALL SKEWS
RECOMMENDED
DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES
WINGWALLS FOR CONCRETE HEADWALLS
WINGWALL
PIPE SKEW
0° WINGWALL SKEW 15° WINGWALL SKEW 30° WINGWALL SKEW 45° WINGWALL SKEW 60° WINGWALL SKEW H
W CONC. STEEL W CONC. STEEL W CONC. STEEL W CONC. STEEL W CONC. STEEL
0° 15° 30° 45° by multiplying the quantities for 0° skew and a given height H
For lengths W not shown in table, approximate the quantities
Quantities shown in table are for one wingwall only.
ordinary finish.
Concrete conforms to Section 601. Chamfer all exposed
W = D/2 × slope × secant (wingwall skew angle)
1V:2.5H slopes compute length W with the following equation:
wingwalls are computed for a 1V:1.5H side slope. For 1V:2H or
For skew angles shown in table, the length W and quantities for
Skew angle of wingwall
Skew angle of pipe
Skew angle of wingwall top & bottom
Pipe culvert
Wingwall
Wingwall bars
Wingwall bars
W not shown bottom reinforcement top & bottom b.f.
not shown o.f. reinforcement joint filler (typ.)
joint filler (typ.)
b.f. = both faces o.f. = other face f.f. = fill face
Abbreviations:
and slope bevel in the field have been approved.
Do not order materials until the length, skew angle, on this standard.
Final quantities will be determined by using the tables slope paving dimensions.
Ground line edges 20 mm and finish all exposed surfaces with a Class 1
Minimum W not less than 1.8 meters.
Reinforcing steel clearance is 50 mm unless otherwise noted.
2.100
2.025
1.950
1.875
1.800
1.725
1.650
1.575
1.500
1.8
1.8
1.8
1.8
1.8
1.8
1.8
2.30
2.26
2.23
2.20
2.17
2.14
2.11
2.08
2.05
1.9
1.8
1.8
1.8
1.8
1.8
2.36
2.23
2.20
2.17
2.15
2.12
2.09
2.06
2.03
1.9
1.8
1.8
1.8
1.8
2.54
2.41
2.28
2.15
2.12
2.10
2.07
2.04
2.01
2.6
2.3
2.1
2.0
1.8
1.8
3.04
2.80
2.66
2.43
2.30
2.08
2.05
2.03
2.00
3.6
3.2
3.0
2.7
2.5
2.3
4.05
3.80
3.56
3.32
2.98
2.75
2.52
2.30
1.99 m3m kg m m3 kg m m3 kg m m3 kg m m3 kg
D m
Dimensions without units are millimeters.8.
See Standards M601-1 and M601-2 for headwall and
0.46].by the factor: 1 + [(W-1.8)
#13 Bars top (typ.)
#16 Bars (typ.) f.f.
top & bottom
375 max.
300 max. f.f.
#16 Bars at equal spacing
375 max. o.f.
#13 Bars at equal spacing
250 max. f.f.
#13 Bars at equal spacing
375 max. o.f.
#13 Bars at equal spacing
B a r s
C lr b .f a t equal spacing
#13 Bars at
#13 Bars o.f.
#16 Bars f.f.
#13 Bars
10 min. preformed
10 min. preformed
#13 Bars b.f.
#13 Bars (typ.) top
#13 Bars
#13 Bars
601-4
STANDARD APPROVED FOR USE 6/2005
DRAFT: 3/2016
REVISED:
SMALL PIPE CULVERT
CONCRETE HEADWALL FOR
STATE PROJECT
B o r d e r .U
S c m y fi le s p w p r o d u c ti o n d F L
H C e ll s .d g n li b
F e b r u a r y
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
HEADWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
Conc. Pipe
H
F
D
C
B
A
HEADWALL FOR CIRCULAR PIPE
DIAMETER OF PIPE CULVERT
C.M. Pipe
H
F
D
C
B
A
CUBIC YARDS OF CONCRETE
2.904
5'-8"
13'-0"
5'-4"
0'-9"
3'-7"
3'-6"
2'-0"
1'-0"
68" x 43"
2.969
5'-0"
13'-0"
4'-11"
0'-9"
3'-2"
3'-3"
1'-11"
1'-0"
60" x 38"
2.801
4'-5"
12'-11"
4'-7"
0'-9"
2'-10"
2'-9"
1'-11"
1'-0"
53" x 34"
2.512
4'-1"
12'-1"
4'-5"
0'-9"
2'-8"
2'-8"
1'-11"
1'-0"
49" x 32"
2.101
3'-9"
10'-11"
4'-2"
0'-9"
2'-5"
2'-7"
1'-10"
1'-0"
45" x 29"
1.811
3'-6"
10'-2"
4'-0"
0'-9"
2'-3"
2'-5"
1'-9"
0'-11"
42" x 27"
1.500
3'-2"
9'-2"
3'-9"
0'-9"
2'-0"
2'-4"
1'-8"
0'-10"
38" x 24"
1.236
2'-10"
8'-6"
3'-7"
0'-9"
1'-10"
2'-1"
1'-6"
0'-10"
34" x 22"
0.855
2'-6"
7'-2"
3'-3"
0'-8"
1'-7"
1'-11"
1'-5"
0'-9"
30" x 19"
0.502
1'-11"
5'-5"
2'-10"
0'-8"
1'-2"
1'-8"
1'-2"
0'-8"
23" x 14"
CUBIC YARDS OF CONCRETE
0.257
0.241
3'-8"
2'-0"
0'-6"
1'-0"
1'-2"
0'-9"
0'-6"
6"
0.521
0.492
5'-0"
2'-11"
0'-8"
1'-3"
1'-7"
1'-1"
0'-8"
15"
0.739
0.697
6'-0"
3'-2"
0'-8"
1'-6"
1'-9"
1'-3"
0'-9"
18"
1.398
1.319
8'-0"
3'-9"
0'-9"
2'-0"
2'-2"
1'-6"
0'-11"
21" or 24"
2.198
2.067
10'-0"
4'-3"
0'-9"
2'-6"
2'-6"
1'-9"
1'-0"
27" or 30"
3.145
2.947
12'-0"
4'-9"
0'-9"
3'-0"
2'-9"
2'-0"
1'-0"
33" or 36"
5.
4.
3.
2.
1.
for 1V:1.5H slope, unless otherwise designated by the CO.
Construct headwalls using dimensions shown under values right angles.
Quantities shown are for one headwall with pipe at
FRONT ELEVATION SIDE ELEVATION
D
S
L
A
BD
F
C spacing (all ways)
H
NOTE:
Fi ll S lo p e crushed aggregate
Aggregate base or as directed.
When pipes are on a skew, adapt and lengthen headwalls unless otherwise indicated in the plans or by the CO.
Orient all headwalls parallel to the roadway centerline
(typ.
2"
(typ.)
2" ty p ty p
".4 3Chamfer all exposed corners not rounded to
#4 Bars at 9" max.
DRAFT: 3/2016
REVISED: 5/1997 6/2005
601-4M
SMALL PIPE CULVERT
CONCRETE HEADWALL FOR
STATE PROJECT
e m y fi le s p w p r o d u c ti o n d m s S td
.d g n
P a r c h
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
HEADWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
H
F
D
C
B
A
HEADWALL FOR CIRCULAR PIPE
DIAMETER OF PIPE CULVERT
C.M. Pipe
H
F
D
C
B
A
CUBIC METERS OF CONCRETE
CUBIC METERS OF CONCRETE
1.352
1050 x 675
1.569
1125 x 725
1.876
1225 x 800
2.074
1325 x 850
2.241
1500 x 950
2.363
1700 x 1075
0.137
0.127
0.379
0.359
0.546
0.516
1.624
1.528
675 or 750
2.326
2.185
825 or 900
1.032
0.974
525 or 600
0.378
575 x 350
0.639
750 x 475
0.913
850 x 550
1.119
950 x 600
5.
4.
3.
2.
1.
for 1V:1.5H slope, unless otherwise designated by the CO.
Construct headwalls using dimensions shown under values right angles.
Quantities shown are for one headwall with pipe at
FRONT ELEVATION SIDE ELEVATION
D
S
L
A
BD
F
C spacing (all ways)
H
NOTE:
Fi ll S lo p e crushed aggregate
Aggregate base or as directed.
When pipes are on a skew, adapt and lengthen headwalls unless otherwise indicated in the plans or by the CO.
Orient all headwalls parallel to the roadway centerline
(typ.)
6.
Chamfer all exposed corners not rounded to 20 mm.
Dimensions without units are millimeters.
#13 Bars at 225 max.
(typ.
ty p ty p
DIMENSIONS AND QUANTITIES
G
F
E
C
B
A
V .5
H f il l s lo p e
V
H f il l s lo p e
G
F
E
C
B
A
WINGWALL ELEVATION
SECTION B-B
SECTION A-A
WINGWALL PLAN
Fi ll sl op e
B
B
PLAN
3 spaces
(Showing headwall reinforcement)
(For Metal Pipes)
FRONT ELEVATION
DETAIL C
A
A
See Detail C
B G f.f. bars o.f. Wingwall bars
Footing other face fill face varies
Ground line
EA
F
C into wingwall footing (typ.)
Headwall bars embedded
601-5
A u g u s t
U m y fi le s p w p r o d u c ti o n d m s S td
.d g n
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
42"
5'-6"
7'-9"
8.0
5'-6"
5'-2"
10'-4"
10.0
48"
6'-0"
9.0
6'-0"
5'-9"
11.3
54"
6'-6"
4'-9"
9'-6"
10.1
6'-6"
12.6
60"
7'-0"
11.1
7'-0"
6'-11"
13'-10"
14.0
66"
7'-6"
12.2
7'-6"
15.4
72"
8'-0"
13.4
8'-0"
16.9
78"
8'-6"
14.5
8'-6"
18.3
84"
9'-0"
6'-11"
12'-0"
15.8
9'-0"
19.9
1554798 911
"2 15'-11
"4 36'-7
"4 36'8
"2 15'-11
"4 36'-7
"2 18'-11
"2 16'-5
"4 37'-1
"4 34'-3
"4 37'-5
"2 18'-7
"2 16'-5
"4 37'-1
"4 39'-11
"4 111'-6
"2 16'-11
"4 37'-7
"2 18'-2
"2 16'-11
"4 37'-7
"4 36'-3
"2 110'-11
"4 312'-7
"2 17'-5
"4 38'-1
"4 15'-2
"4 38'-11
"2 110'-4
"2 17'-5
"4 38'-1
"4 311'-11
"2 17'-11
"4 38'-7
"4 15'-7
"2 19'-8
"4 311'-2
"2 17'-11
"4 38'-7
"4 37'-5
"2 112'-11
"2 114'-11
"2 18'-5
"4 39'-1
"4 36'-0
"4 310'-5
"4 112'-1
"2 18'-5
"4 39'-1
"4 38'-0
"4 313'-11
"4 316'-1
"2 18'-11
"4 39'-7
"4 36'-5
"4 311'-2
"2 112'-11
"2 18'-11
"4 39'-7
"4 38'-7
"2 114'-11
"4 117'-3
"2 19'-5
"4 310'-1
"4 113'-10
"2 19'-5
"4 310'-1
"4 39'-2
"4 315'-11
"2 118'-5
"2 13'-10
#4 bars o.f.
#5 bars f.f.
b a r s max. spa. b.f.
#4 bars @ 1'-0"
#4 bars top
#5 dowel bars
#5 bars top (typ.)
#4 bars bottom (typ.)
#4 bars @ 1'-6" max. spa. bottom
#5 bars @ 9" max. spa. top to p b o tt o m m a x s p a
#4 bars (typ.)
#4 bars
#5 bars @ 9" max. spa.
#4 bars @ 1'-6" max. spa.
Dowl 1'-6" into footing
2 - #5 bars 3'-0" long
#4 bars top
#4 bars
#5 bars
#4 bars
#4 bars (typ.)
m a x s p a b .f b a r s
#4 bars o.f. (typ.)
#5 bars f.f. (typ.)
m a x s p a b .f b a r s
#4 bars b.f. (typ.)
42" TO 84" PIPE CULVERT
FOR SINGLE NORMAL
CONCRETE HEADWALL/WINGWALL
Maximum spacing = 1'-6" with 2 nuts for CMP
6" anchor bolt" Ø 4
8.
7.
6.
5.
4.
3.
2.
1.
D (Diameter of pipe culvert)
NOTE:
Concrete shall conform to Section 601. Chamfer all exposed ditch slope or shoulder.
Do not allow top of wingwall to project above fill slope, grade of the shoulder.
shoulder line, construct the headwall parallel to line and to reinforcing steel quantity.
nuts to conform to ASTM A153. Anchor bolts shall be subsidary
Anchor bolts shall conform to ASTM A307. Galvanize bolts and wingwalls constructed according to this standard.
shown will be used as basis for final payment for headwall/ wingwalls and are based on CMP. Concrete and steel quantities
Quantities shown in table are for one headwall and two
Bell end of concrete pipe may replace bevel at inlet headwall.
AASHTO M213 and shall be subsidary to concrete quantity.
ordinary surface finish. Joint filler shall conform to b.f. = Both faces o.f. = Other face f.f. = Fill face
Abbreviations:
G
Nail in place joint filler (typ.)
& bottom (typ.)
b.f. (typ.)
& bottom (typ.)
(@ inlet only) bolt w/ 2 nuts for CMP
30°
D
On shallow fill where headwall is 2-feet or less below
Reinforcing steel clearance is 2 inches unless shown otherwise.
" and finish all exposed surfaces with a Class 1 4 3edges
Steel (LB)
Conc. (CUYD)
Steel (LB)
Conc. (CUYD)
" expansion 2
3'-0"
1'-0"
6"
1'-0"
1'-0" 1'-0" c l.
c l.
" 1
3" × 3" bevel
"4 3 Ø × 6" anchor
DIMENSIONS AND QUANTITIES
G
F
E
C
B
A
V .5
H f il l s lo p e
V
H f il l s lo p e
G
F
E
C
B
A
WINGWALL ELEVATION
SECTION B-B
SECTION A-A
WINGWALL PLAN
Fi ll sl op e
B
B
PLAN
3 spaces
(Showing headwall reinforcement)
(For Metal Pipes)
FRONT ELEVATION
DETAIL C
A
A
See Detail C
B G f.f. bars o.f. Wingwall bars
Footing other face fill face varies
Ground line
EA
F
C into wingwall footing (typ.)
Headwall bars embedded
601-5M
STATE PROJECT
e m y fi le s p w p r o d u c ti o n d m s S td
.d g n
A u g u s t
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
#13 bars (typ.)
#16 bars f.f.
#13 bars o.f.
#13 bars
#16 bars
#13 bars (typ.)
#13 bars b.f. (typ.)
b a r s
#16 bars top (typ.)
#13 bars bottom (typ.)
#16 dowel bars
7.7
6.1
8.6
6.9
9.6
7.7
10.7
8.5
11.8
9.4
12.9
10.2
14.0
11.1
15.2
12.1
Steel (kg)
Conc. (m³)
Steel (kg)
Conc. (m³)
1050 TO 2100 PIPE CULVERT
FOR SINGLE NORMAL
CONCRETE HEADWALL/WINGWALL
max. spa. b.f.
#13 bars @ 300
#13 bars o.f. (typ.)
#16 bars f.f. (typ.)
#13 bars
#16 bars @ 225 max. spa.
#13 bars @ 450 max. spa.
to p b o tt o m m a x s p a
#13 bars @ 450 max. spa. bottom
#16 bars @ 225 max. spa. top
Dowl 450 into footing
2 - #16 bars 900 long m a x s p a b .f b a r s m a x s p a b .f b a r s
Maximum spacing = 450 with 2 nuts for CMP
19 Ø × 150 anchor bolt
8.
7.
6.
5.
4.
3.
2.
1.
D (Diameter of pipe culvert)
NOTE:
Concrete shall conform to Section 601. Chamfer all exposed ditch slope or shoulder.
Do not allow top of wingwall to project above fill slope, grade of the shoulder.
shoulder line, construct the headwall parallel to line and to reinforcing steel quantity.
nuts to conform to ASTM A153. Anchor bolts shall be subsidary
Anchor bolts shall conform to ASTM A307. Galvanize bolts and wingwalls constructed according to this standard.
shown will be used as basis for final payment for headwall/ wingwalls and are based on CMP. Concrete and steel quantities
Quantities shown in table are for one headwall and two
Bell end of concrete pipe may replace bevel at inlet headwall.
AASHTO M213 and shall be subsidary to concrete quantity.
ordinary surface finish. Joint filler shall conform to b.f. = Both faces o.f. = Other face f.f. = Fill face
Abbreviations:
G
Nail in place joint filler (typ.)
& bottom (typ.)
b.f. (typ.)
& bottom (typ.)
(@ inlet only) bolt w/ 2 nuts for CMP
30°
D
Dimensions without units are millimeters.9.
On shallow fill where headwall is 600 mm or less below edges 20 mm and finish all exposed surfaces with a Class 1
Reinforcing steel clearance is 50 mm unless shown otherwise.
12.7 expansion
#13 bars top
#13 bars
#13 bars top
75 × 75 bevel
19 Ø × 150 anchor c l.
c l.
PLAN - 30° SKEW PIPE
PLAN - 45° SKEW PIPE
(Showing headwall reinforcement)
FRONT ELEVATION - 45° SKEW PIPE
(Showing headwall reinforcement)
FRONT ELEVATION - 30° SKEW PIPE
D/cos 45°
601-6
A u g u s t
U m y fi le s p w p r o d u c ti o n d m s S td
.d g n
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
9'-6"
9.5
12'-8"
11.7
10'-7"
10.6
13.2
11.8
15'-6"
14.7
12'-1"
13.1
16.3
13'-9"
14.4
18'-4"
17.9
14'-10"
15.7
19.6
17.1
21'-2"
21.3
18.5
22'-7"
23.1
Steel (LB)
Conc. (CUYD)
Steel (LB)
Conc. (CUYD)
42"
48"
9'-8"
10'-8"
54"
60"
66"
72"
12'-6"
13'-6"
78"
84"
13'-11"
14'-11"
12'-0"
12'-0"
"4 18'-11
"4 19'-11
"4 36'-8
"4 36'-8
"2 18'-11
"2 18'-11
"4 37'-5
"4 37'-5
"4 39'-11
"4 39'-11
"4 114'-1
"4 110'-4
"4 111'-4
"2 18'-2
"2 18'-2
"2 111'-7
"2 110'-11
"2 110'-11
"4 311'-0
"4 38'-11
"4 38'-11
"4 112'-8
"4 311'-11
"4 311'-11
"4 116'-11
"4 111'-9
"4 112'-9
"2 19'-8
"2 19'-8
"2 112'-11
"2 112'-11
"4 310'-5
"4 310'-5
"4 313'-11
"4 313'-11
"4 119'-9
"4 113'-2
"4 114'-2
"4 311'-2
"4 311'-2
"4 115'-10
"2 114'-11
"2 114'-11
"4 116'-11
"4 315'-11
"4 315'-11
42" TO 84" PIPE CULVERT
FOR SINGLE SKEW
CONCRETE HEADWALL/WINGWALL
8'-9"
9.4
11.7
15.1
18.9
16.4
20.5
8'-2"
8.4
17.4
Steel (LB)
Conc. (CUYD)
Steel (LB)
Conc. (CUYD)
13.0
10.5
9'-4"
8'-2"
54"
14.5
11.6
9'-11"
8'-9"
60"48"
42"
10.4
"4 17'-0 "4
17'-7
78"
84"
66"
9'-4"
12.7
15.9
72"
9'-11"
13.9
"4 310'-5 "4
311'-0 "4 311'-7 "4
-312'-2
"4 310'-5 "4
311'-0
#4 bars b.f. (typ.)Maximum spacing = 1'-6" with 2 nuts for CMP
" Ø × 6" anchor bolt4
NOTE:
D (Diameter of pipe culvert)
C
A fill slope
1V:1.5H fill slope
1V:2H
D (Diameter of pipe culvert) fill slope
1V:2H fill slope
1V:1.5H
B into wingwall footing (typ.)
Headwall bars embedded Ground line
G
F
E
G
F
E
C
A
Nail in place joint filler (typ.)
°30°
Nail in place joint filler (typ.)
3.
2.
1.
For dimensions and reinforcing details not shown, constructed according to this standard.
as basis for final payment for headwall/wingwalls
Concrete and steel quantities shown will be used and two wingwalls and are based on CMP.
Quantities shown in table are for one headwall greater than 37°30' to 45°.
15° to 37°30'. Use the 45° Skew Detail for skews
Use the 30° Skew Detail for skews greater than
C
A
30° 30° 30°
G
D
F
E bars (typ.)
s p a ce s
D/cos 30°
DIMENSIONS AND QUANTITIES FOR 45° SKEW PIPE
DIMENSIONS AND QUANTITIES FOR 30° SKEW PIPE
and additional notes see Standard 601-5.
" expansion2 1 " expansion2 max. spa. b.f.
#4 bars @ 1'-0"
#4
'-6
PLAN - 30° SKEW PIPE
PLAN - 45° SKEW PIPE
FRONT ELEVATION - 45° SKEW PIPE
(Showing headwall reinforcement)FRONT ELEVATION - 30° SKEW PIPE
(Showing headwall reinforcement)
D/cos 45°
601-6M
STATE PROJECT
e m y fi le s p w p r o d u c ti o n d m s S td
.d g n
A u g u s t
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
#13 bars b.f. (typ.)
8.9
7.2
10.1
8.1
11.2
9.1
12.4
10.0
13.7
11.0
15.0
12.0
16.3
13.1
17.7
14.2
Steel (kg)
Conc. (m³)
Steel (kg)
Conc. (m3)
15.7
12.5
14.5
11.6
13.3
10.7
12.1
9.7
11.1
8.9
10.0
8.0
9.0
7.2
7.9
6.4
Steel (kg)
Conc. (m³)
Steel (kg)
Conc. (m³)
1050 TO 2100 PIPE CULVERT
FOR SINGLE SKEW
CONCRETE HEADWALL/WINGWALL
Maximum spacing = 450 with 2 nuts for CMP
19 Ø x 150 anchor bolt
NOTE:
D (Diameter of pipe culvert)
A
C
1V:1.5H fill slope
1V:2H fill slope
D (Diameter of pipe culvert)
1V:2H fill slope fill slope
1V:1.5H
B into wingwall footing (typ.)
Headwall bars embedded Ground line
G
F
E
G
F
E
C
A
Nail in place joint filler (typ.)
°30°
Nail in place joint filler (typ.)
1.
2.
3.
Use the 30° Skew Detail for skews greater than
15° to 37°30'. Use the 45° Skew Detail for skews greater than 37°30' to 45°.
Quantities shown in table are for one headwall and two wingwalls and are based on CMP.
Concrete and steel quantities shown will be used as basis for final payment for headwall/wingwalls constructed according to this standard.
For dimensions and reinforcing details not shown, C
A
30° 30° 30°
G
D
F
E bars (typ.)
s p a ce s
D/cos 30°
DIMENSIONS AND QUANTITIES FOR 45° SKEW PIPE
DIMENSIONS AND QUANTITIES FOR 30° SKEW PIPE
Dimensions without units are millimeters.
and additional notes see Standard M601-5.
4.
12.7 expansion 12.7 expansion
#13 max. spa. b.f.
#13 bars @ 300
3 spaces
A
A
DIMENSIONS AND QUANTITIES
D (Diameter of pipe culvert) fill slope
1V:1.5H fill slope
1V:2H
H
C
A
3.
2.
1.
Ground line
PLAN
(Showing headwall reinforcement)
FRONT ELEVATION
30°
601-7
A u g u s t
U m y fi le s p w p r o d u c ti o n d m s S td
.d g n
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
7'-8"
11.9
14.4
1.8
8'-6"
13.2
16.1
2.1
9'-4"
14.6
17.8
2.4
11'-0"
17.6
21.4
3.0
84"
20'-10"
11'-10"
19.2
23.3
3.4
6'-0"
9.3
11.3
1.3
14'-0"
6'-10"
10.6
12.9
1.6
Steel (LB)
Conc. (CUYD)
Steel (LB)
Conc. (CUYD)
Add. Steel per pipe (LB)
Add. Conc. per pipe (CUYD)
2.7
19.6
16.1
10'-2"
19'-4"
18'-2"
72"54"
14'-2"
60"
15'-6"
66"
16'-10"
78"
254 267
42"
11'-6"
48"
"4 312'-7
"4 112'-10
"4 315'-3 "4
316'-7 "4 317'-11
"4 319'-5
"4 320'-7 "4
321'-11
#4 bars b.f. (typ.)
Maximum spacing = 1'-6" with 2 nuts for CMP
" Ø × 6" anchor bolt4 max. spa. b.f.
#4 bars @ 1'-0"
#4 bars (typ.)
42" TO 84" PIPE CULVERT
FOR MULTIPLE NORMAL
CONCRETE HEADWALL/WINGWALL
NOTE:
B
C
H
F
G
For dimensions and reinforcing details not show, and headwall/wingwalls constructed according to this standard.
quantities shown will be used as basis for final payment for wingwalls and are based on CMP. Concrete and steel
Quantities shown in table are for one headwall and two
This detail applies for normal crossings and skews up to 15°.
EA
into wingwall footing (typ.)
Headwall bars embedded
D D
Nail in place joint filler (typ.)
" expansion joint2
3'-0"
1'-0" additional notes see Standard 601-5.
3 spaces
A
A
DIMENSIONS AND QUANTITIES
D (Diameter of pipe culvert) fill slope
1V:1.5H fill slope
1V:2H
H
C
A
3.
2.
1.
Ground line
PLAN
(Showing headwall reinforcement)
FRONT ELEVATION
30°
601-7M
STATE PROJECT
e m y fi le s p w p r o d u c ti o n d m s S td
.d g n
A u g u s t
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
1050 TO 2100 PIPE CULVERT
FOR MULTIPLE NORMAL
CONCRETE HEADWALL/WINGWALL
1.0
8.6
7.1
1.2
9.8
8.1
1.4
11.0
9.1
1.6
12.3
10.1
1.8
13.6
11.2
2.1
15.0
12.3
2.3
16.3
13.4
2.6
17.8
14.6
2.6
17.8
14.6
Steel (kg)
Conc. (m³)
Steel (kg)
Conc. (m³)
Add. Steel per pipe (kg)
Add. Conc. per pipe (m³)
4. Dimensions without units are millimeter.
additional notes see Standard M601-5.
NOTE:
B
C
H
F
G
For dimensions and reinforcing details not show, and headwall/wingwalls constructed according to this standard.
quantities shown will be used as basis for final payment for wingwalls and are based on CMP. Concrete and steel
Quantities shown in table are for one headwall and two
This detail applies for normal crossings and skews up to 15°.
EA
into wingwall footing (typ.)
Headwall bars embedded
D D
Nail in place joint filler (typ.)
max. spa. b.f.
#13 bars @ 300
#13 bars (typ.)
Maximum spacing = 450 with 2 nuts for CMP
150 anchor bolt19 Ø #13 bars b.f. (typ.)
12.7 expansion
D (Diameter of pipe culvert)D (Diameter of pipe culvert)
1V:1.5H fill slope
1V:2H fill slope
1V:1.5H fill slope
1V:2H fill slope
A
C
H
A
C
H
Ground line
PLAN - 30° SKEW PIPE PLAN - 45° SKEW PIPE
DIMENSIONS AND QUANTITIES FOR 30° SKEW PIPE DIMENSIONS AND QUANTITIES FOR 45° SKEW PIPE
3 spaces
FRONT ELEVATION - 30° SKEW PIPE
(Showing headwall reinforcement)
FRONT ELEVATION - 45° SKEW PIPE
(Showing headwall reinforcement)
H
G
601-8
A u g u s t
U m y fi le s p w p r o d u c ti o n d m s S td
.d g n
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
Steel (LB)
Conc. (CUYD)
Steel (LB)
Conc. (CUYD)
Add. Steel per pipe (LB)
Add. Conc. per pipe (CUYD)
Steel (LB)
Conc. (CUYD)
Steel (LB)
Conc. (CUYD)
Add. Steel per pipe (LB)
Add. Conc. per pipe (CUYD)
42"
"2 113'-11
"4 115'-1 "4
316'-7
54"
"4 117'-0
60"
"4 318'-6
"2 119'-8
66"
"4 120'-1
"4 322'-9
78"
"4 123'-2
84"
"4 324'-8
"4 325'-10
42"
"4 117'-5
"4 118'-5
2.2
15.4
12.8
6'-10"
20'-4"
19'-4"
48" 54"
"4 121'-2
"4 122'-2
60"
"4 123'-1
"4 124'-1
8'-6"
16.1
19.2
3.0
66"
"2 124'-11
"2 125'-11
9'-4"
17.7
21.2
3.4
72"
"2 126'-10
"2 127'-10
10'-2"
19.5
23.4
3.8
305 350
4.3
25.6
21.3
11'-0"
29'-9"
28'-9"
78" 84"
"4 330'-7
"4 331'-7
42" TO 84" PIPE CULVERT
FOR MULTIPLE SKEW
CONCRETE HEADWALL/WINGWALL
F
E
C
A
B
NOTE:
with 2 nuts for CMP
30° 30°
Nail in place joint filler (typ.)
into wingwall footing (typ.)
Headwall bars embedded
Nail in place joint filler (typ.)
1. Use the 30° Skew Detail for skews greater than 15° to 37°30'.
Use the 45° Skew Detail for skews greater than 37°30' to 45°.
Quantities shown in table are for one headwall and two wingwalls and are based on CMP.
Concrete and steel quantities shown will be used as basis for final payment for headwall/wingwalls constructed according to this standard.
For dimensions and reinforcing details not shown, 2.
3.
D/cos 30° D/cos 45°D/cos 30° D/cos 45°
H
D D
30° 30° 30° and additional notes see Standards 601-5 and 6.
1.5
11.9
9.9
6'-0"
15'-6"
48"
1.8
13.5
11.2
6'-10"
2.1
15.1
12.6
7'-8"
18'-2"
2.4
16.9
14.0
8'-6"
2.8
18.6
15.5
9'-4"
21'-3"
21'-8"
72"
3.1
20.5
17.1
10'-2"
3.5
22.4
18.6
11'-0"
24'-4"
3.9
24.4
20.3
11'-10"
1.8
13.5
11.3
6'-0"
2.6
17.2
14.4
7'-8"
4.8
27.9
23.3
11'-10"
" 1
" Ø × 6" anchor bolt4
Max. spa. = 1'-6"
" expansion2
#4 bars (typ.)
'-6
" expansion2
#4 bars b.f. (typ.)
3'-0"
1'-0"
#4 bars @ 1'-0" max. spa. b.f.
D (Diameter of pipe culvert)D (Diameter of pipe culvert)
1V:1.5H fill slope
1V:2H fill slope
1V:1.5H fill slope
1V:2H fill slope
A
C
H
A
C
H
Ground line
PLAN - 30° SKEW PIPE PLAN - 45° SKEW PIPE
DIMENSIONS AND QUANTITIES FOR 30° SKEW PIPE DIMENSIONS AND QUANTITIES FOR 45° SKEW PIPE
3 spaces
FRONT ELEVATION - 30° SKEW PIPE
(Showing headwall reinforcement)
FRONT ELEVATION - 45° SKEW PIPE
(Showing headwall reinforcement)
H
G
601-8M
STATE PROJECT
e m y fi le s p w p r o d u c ti o n d m s S td
.d g n
A u g u s t
FEDERAL LANDS HIGHWAY
STANDARD
METRIC STANDARD
Add. Steel per pipe (kg)
Add. Conc. per pipe (m³)
Steel (kg)
Conc. (m³)
Steel (kg)
Conc. (m³)
Add. Steel per pipe (kg)
Add. Conc. per pipe (m³)
Steel (kg)
Conc. (m³)
Steel (kg)
Conc. (m³)
1.2
9.1
7.6
1.4
10.3
8.6
1.6
11.6
9.6
1.8
12.9
10.7
2.1
14.2
11.8
2.4
15.7
13.0
2.7
17.1
14.2
3.0
18.7
15.5
1.4
10.3
8.6
1.7
11.7
9.8
2.0
13.2
11.0
2.3
14.7
12.3
2.6
16.2
13.6
2.9
17.9
14.9
3.3
19.6
16.3
3.6
21.3
17.8
1050 TO 2100 PIPE CULVERT
FOR MULTIPLE SKEW
CONCRETE HEADWALL/WINGWALL
4.
F
E
C
A
B
NOTE:
with 2 nuts for CMP
30° 30°
Nail in place joint filler (typ.)
into wingwall footing (typ.)
Headwall bars embedded
Nail in place joint filler (typ.)
1. Use the 30° Skew Detail for skews greater than 15° to 37°30'.
Use the 45° Skew Detail for skews greater than 37°30' to 45°.
Quantities shown in table are for one headwall and two wingwalls and are based on CMP.
Concrete and steel quantities shown will be used as basis for final payment for headwall/wingwalls constructed according to this standard.
For dimensions and reinforcing details not shown, 2.
3.
D/cos 30° D/cos 45°D/cos 30° D/cos 45°
H
D D
30° 30° 30°
Dimensions without units are millimeters.
and additional notes see Standards M601-5 and 6.
12.7 expansion 12.7 expansion #13 bars @ 300 max. spa. b.f.
#13 bars (typ.)
Max. spa. = 450
19 Ø × 150 anchor bolt #13 bars b.f. (typ.)
| FLH Standard Drawings |
| 601-1: Concrete Headwalls |
| Metric |
| US Customary |
| 601-2: Slope Paving for Concrete Headwalls |
| Metric |
| US Customary |
| 601-3: Wingwalls for Concrete Headwalls |
| Metric |
| US Customary |
| 601-4: Concrete Headwall for Small Pipe Culvert |
| Metric |
| US Customary |
| 601-5: Concrete Headwall/Wingwall for Single Normal 42" [1050] to 84" [2100] Pipe Culvert |
| Metric |
| US Customary |
| 601-6: Concrete Headwall/Wingwall for Single Skew 42" [1050] to 84" [2100] Pipe Culvert |
| Metric |
| US Customary |
| 601-7: Concrete Headwall/Wingwall for Multiple Normal 42" [1050] to 84" [2100] Pipe Culvert |
| Metric |
| US Customary |
| 601-8: Concrete Headwall/Wingwall for Multiple Skew 42" [1050] to 84" [2100] Pipe Culvert |
| Metric |
| US Customary |
| State: |
| Project: |
| 601-1: |
| NPS: |
| M601-1: |
| 601-2: |
| M601-2: |
| 601-3: |
| M601-3: |
| 601-4: |
| M601-4: |
| 601-5: |
| M601-5: |
| 601-6: |
| M601-6: |
| 601-7: |
| M601-7: |
| 601-8: |
| M601-8: |
File details come from the government source that posted it. Updated .