11/20/2020 6:48:40 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCF 01-20 11x17_pdf.pltcfg
Flume Details
Reinforced Concrete
Quantities and Notes
Supplemental Specifications and Special Provisions
General Supplemental Specifications, Developmental Specifications,
Highway and Bridge Construction, current series, plus applicable
Iowa Department of Transportation Standard Specifications for
Construction:
AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017.
Design:
Concrete in accordance with AASHTO LRFD Section 5, f'c = 4.0 ksi.
Reinforcing steel in accordance with AASHTO LRFD Section 5, Grade 60.
the AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017:
Design stresses for the following materials are in accordance with
Specifications:
Design Stresses:
Bar Size Number
Minimum Splice Length 20"
4
24"
5
29"
6
34"
7
English Size
Bar Designation 13
4
16
5
19
6
22
7
Flume Notes:
General Considerations:
bar diameter in millimeters.
the stamped impression on the reinforcing bars, and is equivalent to the
may display the following "bar designation". The "bar designation" is
inch diameter bar). English reinforcing received in the field85 (5a1 is
7. These flume standards label all reinforcing steel with English notation
keyway shall be limited to a maximum of 10 degrees from vertical.
dimensions unless stated otherwise. In addition, the bevel used on the
6. Keyway dimensions shown on the plans are based on nominal
keyways are used for 11" and greater wall thickness.
5. Beveled 2"x4" keyways are to be used for 9" and 10" walls and 2"x6"
This splice, if used will be at the contractor's expense.
the contractor's option as follows:
4. The vertical bars in the walls may be spliced above the footing at
than 3'-0" in either direction as outlined in the Standard Specifications.
3. All floor reinforcing steel is to be supported at intervals of not more
formed to ensure correct line and grade.
2. Floor of flume is to be finished smooth. Sides of footing are to be
Transverse
Vertical bottom
Vertical top
End clearances:
Bottom of floor
Top of floor
Edge clearances:
1. Reinforcing bar clearances will be as follows:
structural plans and the flume "Estimated Project Quantities".
Situation Plan and the appropriate Standard Sheet 1070 series will provide
The flume standards, when used in combination with a properly completed
RCF 01-20
38"
8
25
8
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
F 01-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
2"
"213
2"
" to near transverse reinforcing bar213
" to near transverse reinforcing bar412
2" except
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:43 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCF 02-20 11x17_pdf.pltcfg
S x H K M V (3:1) V (4:1) L ON P R T U
L3 Total
Walls Footing
3:1 Slope Flume
L2 per Foot
Walls Footing
L3 Total
Walls Footing
4:1 Slope Flume
L2 per Foot
Walls Footing Curtain
Basin
Curtain
Stub
Curtain
Stub
Curtain
Basin
S x H
Size
Culv.
Bar
Barc1, c2
a1 b1 b2 c3 s1
m1h1f2f1"2
12'-4
3'-2"
"212'-4
3'-2"
"833'-11
"874'-8
"212'-4
3'-2"
"833'-11
"874'-8
"835'-6
"876'-3
3'-2"
"833'-11
"874'-8
"835'-6
"876'-3
"837'-1
"877'-10
3'-2"
"833'-11
"874'-8
"835'-6
"876'-3
"837'-1
"877'-10
"838'-8
"879'-5
3'-2"
"833'-11
"874'-8
"835'-6
"876'-3
"837'-1
"877'-10
"838'-8
"879'-5
"872'-3
"813'-1
"872'-3
"813'-1
"833'-10
"854'-7
"872'-3
"813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"216'-11
"437'-8
"813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"216'-11
"437'-8
8'-6"
"839'-3
"813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"216'-11
"437'-8
8'-6"
"839'-3
16'x14'
16'x13'
16'x12'
16'x11'
16'x10'
16'x9'
16'x8'
16'x7'
16'x6'
16'x5'
16'x4'
14'x14'
14'x13'
14'x12'
14'x11'
14'x10'
14'x9'
14'x8'
14'x7'
14'x6'
14'x5'
14'x4'
12'x12'
12'x11'
12'x10'
12'x9'
12'x8'
12'x7'
12'x6'
12'x5'
12'x4'
10'x12'
10'x11'
10'x10'
10'x9'
10'x8'
10'x7'
10'x6'
10'x5'
10'x4'
8'x10'
8'x9'
8'x8'
8'x7'
8'x6'
8'x5'
8'x4'
6'x8'
6'x7'
6'x6'
6'x5'
6'x4'
6'x3'
5'x6'
5'x5'
5'x4'
5'x3'
4'x4'
3'x3'
28'-0"
27'-6"
27'-0"
26'-6"
26'-0"
25'-6"
25'-0"
24'-6"
24'-0"
23'-6"
23'-0"
26'-0"
25'-6"
25'-0"
24'-6"
24'-0"
23'-6"
23'-0"
22'-6"
22'-0"
21'-6"
21'-0"
23'-0"
22'-6"
22'-0"
21'-6"
21'-0"
20'-6"
20'-0"
19'-6"
19'-0"
21'-0"
20'-6"
20'-0"
19'-6"
19'-0"
18'-6"
18'-0"
17'-6"
17'-0"
18'-0"
17'-6"
17'-0"
16'-6"
16'-0"
15'-6"
15'-0"
15'-0"
14'-6"
14'-0"
13'-6"
13'-0"
12'-6"
13'-0"
12'-6"
12'-0"
11'-6"
11'-0"
9'-6"
10'-6"
9'-9"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
10'-6"
9'-9"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
2'-3"
4'-6"
3'-9"
3'-0"
2'-3"
3'-0"
2'-3"
24'-0"
23'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
24'-0"
23'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
13'-0"
16'-0"
15'-0"
14'-0"
13'-0"
14'-0"
13'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
2'-0"
2'-9"
2'-6"
2'-3"
2'-0"
2'-3"
2'-0"
9'-7"
8'-10"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
9'-7"
8'-10"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
1'-1"
3'-5"
2'-7"
1'-10"
1'-1"
1'-10"
1'-1"
5'-6"
5'-3"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
5'-6"
5'-3"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
9"
1'-3"
1'-0"
1'-0"
9"
1'-0"
9"
1'-3"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-3"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
11"
11"
11"
11"
11"
11"
11"
11"
11"
11"
11"
11"
1'-1"
1'-0"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
1'-1"
1'-0"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
10"
10"
10"
9"
9"
9"
9"
10"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
"876'-3
"837'-1
"877'-10
"838'-8
"879'-5
"8310'-3
"8711'-0
"416'-2
"216'-11
"437'-8
8'-6"
"839'-3
"8510'-0
"8710'-9
"835'-6
"854'-7"8
74'-8
"833'-11
"813'-1
"833'-10
3'-2"
"8711'-0 "8
710'-9
"8510'-0"8
310'-3
"879'-5 "8
39'-3
"838'-8 8'-6"
"437'-8"8
77'-10
3'-2" "813'-1
"833'-10"8
33'-11
"874'-8 "8
54'-7
5'-5""835'-6
"876'-3 "4
16'-2
"837'-1 "2
16'-11
5'-5"
16'-0"
14'-0"
12'-0"
10'-0"
8'-0"
6'-0"
5'-0"
4'-0"
3'-0"
14'-0"
13'-0"
12'-0"
11'-0"
10'-0"
9'-0"
8'-0"
7'-0"
6'-0"
5'-0"
4'-0"
3'-0"
8 @ 6"
8 @ 6"
7 @ 6"
7 @ 6"
6 @ 6"
5 @ 6"
5 @ 6"
5 @ 1'-0"
5 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 6"
5 @ 6"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 1'-0"
6 @ 6"
5 @ 6"
5 @ 6"
5 @ 6"
5 @ 6"
4 @ 6"
5 @ 1'-0"
5 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
5 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
4 @ 1'-0"
8 @ 6"
8 @ 6"
7 @ 6"
7 @ 6"
6 @ 6"
5 @ 6"
5 @ 6"
5 @ 6"
5 @ 6"
5 @ 6"
5 @ 6"
---
#6
#6
#6
#6
#6
#6
#6
#6
#6
#5
#5
#5
16'x14'
16'x13'
16'x12'
16'x11'
16'x10'
16'x9'
16'x8'
16'x7'
16'x6'
16'x5'
16'x4'
14'x14'
14'x13'
14'x12'
14'x11'
14'x10'
14'x9'
14'x8'
14'x7'
14'x6'
14'x5'
14'x4'
12'x12'
12'x11'
12'x10'
12'x9'
12'x8'
12'x7'
12'x6'
12'x5'
12'x4'
10'x12'
10'x11'
10'x10'
10'x9'
10'x8'
10'x7'
10'x6'
10'x5'
10'x4'
8'x10'
8'x9'
8'x8'
8'x7'
8'x6'
8'x5'
8'x4'
6'x8'
6'x7'
6'x6'
6'x5'
6'x4'
6'x3'
5'x6'
5'x5'
5'x4'
5'x3'
4'x4'
3'x3'
33.3
27.5
24.4
19.7
15.6
13.5
11.4
8.6
7.1
5.6
4.3
33.3
27.5
24.4
19.7
15.6
13.5
11.4
8.6
7.1
5.6
4.3
24.4
19.7
15.6
13.5
11.4
8.6
7.1
5.6
4.3
24.4
19.7
15.6
13.5
11.4
8.6
7.1
5.6
4.3
15.6
13.5
11.4
8.6
7.1
5.6
4.3
11.4
8.6
7.1
5.6
4.3
3.1
7.1
5.6
4.3
3.1
4.3
3.1
30.9
27.5
26.3
24.9
23.5
22.4
21.3
20.0
18.9
17.8
16.7
27.7
24.7
23.6
22.3
21.1
20.1
19.1
17.9
16.9
15.9
14.9
21.0
19.8
18.6
17.7
16.9
15.8
14.9
14.0
13.1
17.1
16.1
15.1
14.4
13.7
12.7
12.0
11.3
10.6
11.9
11.3
10.8
10.0
9.5
8.9
8.4
8.9
7.6
7.2
6.8
6.3
5.9
6.4
6.0
5.6
5.3
5.0
4.0
0.860
0.735
0.677
0.567
0.466
0.417
0.369
0.288
0.244
0.200
0.156
0.860
0.735
0.677
0.567
0.466
0.417
0.369
0.288
0.244
0.200
0.156
0.677
0.567
0.466
0.417
0.369
0.288
0.244
0.200
0.156
0.677
0.567
0.466
0.417
0.369
0.288
0.244
0.200
0.156
0.466
0.417
0.369
0.288
0.244
0.200
0.156
0.369
0.288
0.244
0.200
0.156
0.112
0.244
0.200
0.156
0.112
0.156
0.112
0.961
0.890
0.890
0.881
0.871
0.871
0.871
0.861
0.861
0.861
0.861
0.863
0.799
0.799
0.789
0.780
0.780
0.780
0.770
0.770
0.770
0.770
0.708
0.699
0.689
0.689
0.689
0.679
0.679
0.679
0.679
0.576
0.567
0.558
0.558
0.558
0.549
0.549
0.549
0.549
0.440
0.440
0.440
0.432
0.432
0.432
0.432
0.362
0.328
0.328
0.328
0.328
0.328
0.292
0.292
0.292
0.292
0.256
0.220
3.8
3.6
3.4
3.2
2.9
2.7
2.5
2.3
2.1
1.6
1.6
3.4
3.2
3.0
2.8
2.6
2.4
2.2
2.0
1.8
1.4
1.4
2.7
2.5
2.3
2.1
2.0
1.8
1.6
1.3
1.3
2.4
2.2
2.0
1.9
1.7
1.6
1.4
1.1
1.1
1.7
1.6
1.5
1.3
1.2
1.0
1.0
1.2
1.1
1.0
0.8
0.8
0.6
0.9
0.7
0.7
0.5
0.6
0.4
2.9
2.7
2.5
2.2
2.0
1.8
1.6
1.4
1.2
0.7
0.6
2.6
2.4
2.2
2.0
1.8
1.6
1.4
1.2
1.0
0.7
0.5
1.9
1.8
1.6
1.4
1.2
1.1
0.9
0.6
0.4
1.7
1.6
1.4
1.3
1.1
1.0
0.8
0.5
0.4
1.2
1.1
1.0
0.8
0.7
0.5
0.4
0.8
0.7
0.6
0.4
0.3
0.2
0.5
0.4
0.3
0.2
0.2
0.1
46.8
38.5
34.2
27.5
21.8
18.7
15.9
11.9
9.8
7.8
5.9
46.8
38.5
34.2
27.5
21.8
18.7
15.9
11.9
9.8
7.8
5.9
34.2
27.5
21.8
18.7
15.9
11.9
9.8
7.8
5.9
34.2
27.5
21.8
18.7
15.9
11.9
9.8
7.8
5.9
21.8
18.7
15.9
11.9
9.8
7.8
5.9
15.9
11.9
9.8
7.8
5.9
4.3
9.8
7.8
5.9
4.3
5.9
4.3
43.6
38.7
37.1
35.0
33.0
31.4
29.7
27.8
26.2
24.6
23.0
39.2
34.8
33.3
31.4
29.5
28.1
26.6
24.9
23.4
22.0
20.5
29.5
27.8
26.1
24.8
23.5
21.9
20.7
19.4
18.1
24.0
22.5
21.1
20.1
19.1
17.7
16.7
15.7
14.6
16.7
15.9
15.0
13.9
13.1
12.3
11.5
12.4
10.6
10.0
9.3
8.7
8.1
8.9
8.3
7.8
7.2
6.8
5.5
0.841
0.719
0.662
0.554
0.456
0.408
0.360
0.282
0.239
0.196
0.153
0.841
0.719
0.662
0.554
0.456
0.408
0.360
0.282
0.239
0.196
0.153
0.662
0.554
0.456
0.408
0.360
0.282
0.239
0.196
0.153
0.662
0.554
0.456
0.408
0.360
0.282
0.239
0.196
0.153
0.456
0.408
0.360
0.282
0.239
0.196
0.153
0.360
0.282
0.239
0.196
0.153
0.110
0.239
0.196
0.153
0.110
0.153
0.110
0.940
0.871
0.871
0.861
0.852
0.852
0.852
0.842
0.842
0.842
0.842
0.844
0.782
0.782
0.772
0.762
0.762
0.762
0.753
0.753
0.753
0.753
0.693
0.683
0.674
0.674
0.674
0.664
0.664
0.664
0.664
0.564
0.555
0.546
0.546
0.546
0.537
0.537
0.537
0.537
0.431
0.431
0.431
0.422
0.422
0.422
0.422
0.354
0.320
0.320
0.320
0.320
0.320
0.285
0.285
0.285
0.285
0.250
0.215
3.8
3.6
3.4
3.1
2.9
2.7
2.5
2.3
2.0
1.6
1.6
3.4
3.2
3.0
2.8
2.6
2.4
2.2
2.0
1.8
1.4
1.4
2.7
2.5
2.3
2.1
1.9
1.8
1.6
1.3
1.3
2.3
2.2
2.0
1.9
1.7
1.6
1.4
1.1
1.1
1.7
1.6
1.5
1.3
1.2
1.0
1.0
1.2
1.1
1.0
0.8
0.8
0.6
0.9
0.7
0.7
0.5
0.6
0.4
2.8
2.7
2.5
2.2
2.0
1.8
1.6
1.4
1.1
0.7
0.6
2.5
2.4
2.2
2.0
1.8
1.6
1.4
1.2
1.0
0.6
0.5
1.9
1.7
1.6
1.4
1.2
1.1
0.9
0.6
0.4
1.7
1.5
1.4
1.2
1.1
0.9
0.8
0.5
0.4
1.2
1.1
1.0
0.8
0.7
0.5
0.4
0.8
0.7
0.6
0.4
0.3
0.2
0.5
0.3
0.3
0.2
0.2
0.1
Flume Details
Reinforced Concrete
Quantities and Notes
different.
appropriate flume size when the span and height are
The respective bar size and spacing should be used for
Note:
H = Culvert Height
S = Culvert Span
Table of Flume Dimensions Table of Flume Reinforcing
Flume Span
Flume Height
S
H
Table of Flume Concrete (CY)
L3 concrete quantities assume a 1.000° angle "C".
Note:
RCF 02-20
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
F 02-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:45 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCF 03-20 11x17_pdf.pltcfg
Span
�C
�C
�A
X1
L3/4L3/4L3/4L3/4
Chute Length (C.L.)
Slope
�A - �C
@ 1'-0"
5b1
& 4b2
1'-0"
@ 1'-0"
5b1
& 4b2
X2 X
3 X4
3"
4" 6"
4"
1'-6"
4"
1'-0"1'-0"
1'-0"1'-0"
2 Spa. @ 1'-0"1'-0"
2 Spa. @ 1'-0"1'-0"
3 Spa. @ 1'-0"1'-0"
3 Spa. @ 1'-0"1'-0"
4 Spa. @ 1'-0"1'-0"
4 Spa. @ 1'-0"1'-0"
6 Spa. @ 1'-0"1'-0"
6 Spa. @ 1'-0"1'-0"
10 Spa. @ 1'-0"1'-0"
10 Spa. @ 1'-0"1'-0"
8 Spa. @ 1'-0"1'-0"
8 Spa. @ 1'-0"1'-0"
3"
1'-0"3"
1'-0"3"
1'-0"3"
1'-0"
3"
1'-0"3"
1'-0"
3"
3"
3"
1'-0"
3"
1'-0"
4"
5b1
& 4b2
@ 1'-0" C-C
@ 1'-0" C-C
5b1
& 4b2
@ 1'-0" C-C
5b1
& 4b2
@ 1'-0" C-C
5b1
& 4b2
5b1
& 4b2
@ 1'-0" C-C
5b1
& 4b2
@ 1'-0" C-C
5b1
& 4b2
@ 1'-0" C-C
5b1
& 4b2
@ 1'-0" C-C
5s1
4a1
5b14b2
5c1
4b2
c1
5b1
4a1
5s1
4b2
c1
5s1
5b1
4a1
4a1
6s1
c1
4b2 5b1
5c3
4b2 5b1
6s1
5a1
5c3
4b2
6s1
4a1
5c36s1
5b1
5a1
6s1
6c3
4b2 5b1
5a1
7c3
4b2
5a1
5b1
6s1
7c3
4b2
5a1
5b1
6s1
5f2
6f1
6m1
7c2
6m1
6f1
5f27c2
6m1
6f1
5f26c25c1
6m1
6f1
5f2
6m1
6f1
5f25c15c1
6m1
6f1
5f2
6m1
6f1
5f25c1
of Culvert
Slope Line
¡ of Flume Chute
Beveled Keyway
of Culvert
Slope Line
Pipe Collar
P.C. Elev.
P.I. Elev.P.P. Elev.
P.T. Elev.
4b2 5b1
L3L2L
DE
WV
NT
PO
R
U K U
R
TM
R R
T
H
B
B
T
H
T
U
Flume Details
Reinforced Concrete
Details
( Normal to Flowline )
additional details not shown.
See basin standards for
( Normal to Flowline )
( Normal to Flowline )
H = 10'-0" H = 11'-0" H = 12'-0"
Flume Wall Sections
S = 10'-0" S = 12'-0"
Flume Floor Half Sections
With Box Culvert
Longitudinal Section
Pipe Culvert
Section With
Longitudinal
Details
Flume ChuteParabolic Curve
End View
pipe shall require case by case design and is not part of this Standard.
Standard includes connection to a RCB Culvert (Typ.). Connection to concrete
Mix and match detailed floors and detailed walls for appropriate flume size. This
Note:
RCF 03-20
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
F 03-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
H = 3'-0" H = 4'-0" H = 5'-0" H = 6'-0" H = 7'-0" H = 8'-0" H = 9'-0"
S = 6'-0"S = 5'-0"S = 4'-0"S = 3'-0" S = 8'-0"
Note: See sheet RCF 04-20 for additional span and height details.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:46 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCF 04-20 11x17_pdf.pltcfg
12 Spa. @ 1'-0"1'-0"
12 Spa. @ 1'-0"1'-0"
3"
1'-0"
5b1
& 4b2
@ 1'-0" C-C
14 Spa. @ 1'-0"1'-0"
14 Spa. @ 1'-0"1'-0"
3"
1'-0"
5b1
& 4b2
@ 1'-0" C-C
8c3
4b2
5a1
5b1
6s1
5f2
6f1
5m1
8c2 5f2
6f1
5m1
8c2
8c3
4b2
6a1
5b1
6s1
Flume Details
Reinforced Concrete
Details
( Normal to Flowline )
( Normal to Flowline )
H = 13'-0"
Flume Wall Sections
S = 14'-0"
Flume Floor Half Sections
pipe shall require case by case design and is not part of this Standard.
Standard includes connection to a RCB Culvert (Typ.). Connection to concrete
Mix and match detailed floors and detailed walls for appropriate flume size. This
Note:
RCF 04-20
S = 16'-0"
H = 14'-0"
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
F 04-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
Note: See sheet RCF 03-20 for additional span and height details.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:48 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 01-20 11x17_pdf.pltcfg
Bar Size
7
6
5
D
D
D
"2
1D
=2
"21D=2
"43D=3
Short
Long
Short
Long
Long
Short
5b1
5b2
5s1
5b25b
1,5s
1
Length
S+2U-4"
Var. (2)
Min.
Splice
" +
21
T +
(1.06) L-5"
(1.03) L-2"
(1.06) L-2"
P -
6"
N
R-5"
Var. (3)
0+
T-4
"
Var. (1)
K+2U-7"
R-5"
P -
6"
N-T
+11"
"8
15
"831'-8
"2
14
1'-6"
1'-6"
6"
1'-3"1'-8"R-2"
6"
2'-3"
R-2"
2'-0"
S x H K L M N O P R T U V
5' x 6'
5' x 5'
5' x 4'
5' x 3'
4' x 4'
3' x 3'
16'-0"
15'-0"
14'-0"
13'-0"
14'-0"
13'-0"
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor - Longit.- Bott.
Floor - Longit.- Top
Walls - Vert. - B.F
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. &`B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Location
5t1
5s1
5p1
6m1
5h1
4g1
5f2
6f1
c3
c2
c1
5b2
5b1
4a1
Total Weight (LB)
Concrete (CY)
Total
Walls
Footing
ShapeBar Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size WeightLengthNo.
5' x 6'5' x 5'5' x 4'5' x 3'4' x 4'3' x 3'Bill of Reinforcing Steel
5
5
5
6
5
4
5
6
--
--
5
5
5
4
9
4
2
14
5
4
11
11
--
--
14
4
8
28
5
5
5
6
5
4
5
6
--
--
5
5
5
4
10
4
2
15
6
4
12
12
--
--
15
4
12
30
5
5
5
6
5
4
5
6
--
--
5
5
5
4
10
4
2
14
7
4
13
13
--
--
14
4
8
28
5
5
5
6
5
4
5
6
--
--
5
5
5
4
11
4
2
15
7
4
13
13
--
--
15
4
12
30
11
4
2
16
7
4
14
14
8
4
12
4
16
32
5
5
5
6
5
4
5
6
6
6
6
5
5
4
11
4
2
17
7
4
14
14
16
8
9
8
16
34
13.8
4.7
9.1
11.6
3.6
8.0
10.0
2.6
7.4
8.3
1.9
6.4
9.4
2.6
6.8
7.1
1.8
5.3
1187
57
65
23
164
38
14
154
222
--
--
203
58
128
61
1496
66
70
26
204
51
15
184
264
--
--
264
63
205
84
1352
63
65
27
206
54
14
182
262
--
--
232
58
128
61
1588
73
70
28
226
59
15
199
286
--
--
280
63
205
84
1876
73
74
29
247
63
15
229
329
47
54
249
67
292
108
2351
76
79
30
269
68
15
247
356
147
176
298
145
310
135
5
5
5
6
5
4
5
6
5
5
5
5
5
4
6'-1"
15'-7"
11'-0"
4'-8":10'-11"
7'-4"
5'-3"
13'-5"
13'-5"
--
--
13'-9":14'-0"
13'-10"
15'-4"
1'-8":4'-10"
6'-4"
16'-8"
12'-4",12'-6"
5'-8":12'-5"
8'-1"
5'-6"
14'-8"
14'-8"
--
--
16'-9":17'-0"
15'-1"
16'-5"
2'-5":5'-11"
6'-1"
15'-7"
13'-0"
6'-8":12'-11"
7'-4"
5'-3"
13'-5"
13'-5"
--
--
15'-9":16'-0"
13'-10"
15'-4"
1'-8":4'-10"
6'-4"
16'-8"
13'-4",13'-6"
6'-8":13'-5"
8'-1"
5'-6"
14'-8"
14'-8"
--
--
17'-9":18'-0"
15'-1"
16'-5"
2'-5":5'-11"
6'-4"
17'-9"
13'-10",14'-0"
6'-8":13'-11"
8'-7"
5'-6"
15'-8"
15'-8"
5'-3":6'-0"
12'-1":13'-7"
19'-9":20'-1"
16'-1"
17'-6"
3'-2":6'-11"
6'-7"
18'-10"
14'-3",14'-6"
6'-8":14'-5"
9'-4"
5'-9"
16'-11"
16'-11"
5'-3":7'-0"
12'-11":16'-5"
21'-11":22'-2"
17'-5"
18'-7"
4'-0":7'-11"
13'-0"
12'-6"
12'-0"
11'-6"
11'-0"
9'-6"
4'-6"
3'-9"
3'-0"
2'-3"
3'-0"
2'-3"
2'-9"
2'-6"
2'-3"
2'-0"
2'-3"
2'-0"
3'-5"
2'-7"
1'-10"
1'-1"
1'-10"
1'-1"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
1'-3"
1'-0"
1'-0"
9"
1'-0"
9"
11"
11"
11"
11"
11"
11"
9"
9"
9"
9"
9"
9"
"854'-7
"833'-10
"813'-1
"872'-3
"813'-1
"872'-3
Variable (1)
Variable (2)
Variable (3)
K+2U-4"-
S+2U-4"+
O+T-4"+
No. of c1 + c2 - 1
(K-S) (No. of c1 - 1)
No. of c1 + c2 - 1
(K-S) (No. of c2 - 1)
No. of c1 + c2 - 1
(N+V-O) (No. of c1 - 1)
N + V
V + N (at
Flu
me Ju
nction)
O (at
End of
Basin)
K (at End of Basin)
S (at Flume Junction)
" Clr.
213
1'-6"
4"
3"
4"
6"
5t1 Bars
@ 1'-3" Spaces
6f1
& 5f2 Bars Equal
Spa.
@ 1'-0" (±
)
6"
6"
6"
4a1 Bars Spaced @ 1'-0"
c1, c2 & c3 Bars Spaced @ 1'-0"
6m1 Bars Spaced @ 1'-0"
3"
5h1
@ 1'-0" Spa.
6"
4"
4"
@ Flu
me Ju
nction
5b1
@ 1'-0" (±
) Spa.
3"
1'-0"
"415
"214
"433
Beveled Keyway
5b2
c1 or c2
6f16m1
4a1
5b1
5s1
c3
5b1
5f2
¡ Flumec3
5b1 & 5b2
5f2
6m1
c2
5h1
6f1
4g1
5t1
5p1
c1
4a1
6m1
c3
5h1
c25f2
6f16m1c1
4g1
5p1
5t1
5b2
5b1
c1
5s1
PO
L
RR
U K U
VN
T
R R
L
1'-6"R
PO
T
R
NV
T
US
RL
1'-6"R
U
K
R
RCFB 01-20Details
Flume Basin
2. c2 & c3 bars are lapped.
1. See Sheet RCF 01-20 for general information.
H = Culvert Height
S = Culvert Span
D = pin diameter
Note: All dimensions are out to out.
Longitudinal Section
Plan View
Variable Dimensions
Estimate of Quantities - Flume Basin
Table of Flume Basin Dimensions
Bent Bar Details
End Details
Flume Basin Notes:
c1
5h1
4g1
5t1
c2
5b1,5b2,5s1
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 01-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
5'-0" x 5'-0" Flume Basin Example Shown3'-0", 4'-0" & 5'-0" Spans
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:49 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 02-20 11x17_pdf.pltcfg
Variable (1)
Variable (2)
Variable (3)
K+2U-4"-
S+2U-4"+
O+T-4"+
No. of c1 + c2 - 1
(K-S) (No. of c1 - 1)
No. of c1 + c2 - 1
(K-S) (No. of c2 - 1)
No. of c1 + c2 - 1
(N+V-O) (No. of c1 - 1)
D
D
Short
Long
Short
Long
Long
Short
Length
S+2U-4"
Var. (2)
Min.
Splice
" +
21
T +
Var. (3)
0+
T-4
"
Var. (1)
K+2U-7"
"2
1D
=2N
R-5"
N-T
+11"
"2
14
1'-6"
1'-6"
6"
Bar Size
7
6
5
D
"415
"214
"433
"21D=2
P -
6"
R-5"
P -
6"
1'-3"1'-8"R-2"
6"
2'-3"
5b1
5b2
6s1
5b25b
1,6s
1
(1.06) L-5"
(1.03) L-2"
(1.06) L-2"
"8
15
"831'-8
R-2"
2'-0"
D
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
5
6
6
6
5
5
5
6
--
--
5
5
5
5
11
4
2
14
8
4
14
14
--
--
27
4
8
28
5
6
6
6
5
5
5
6
--
--
5
5
5
5
11
4
2
15
8
4
14
14
--
--
29
4
12
30
5
6
6
6
5
5
5
6
5
5
5
5
5
5
12
4
2
16
8
4
15
15
16
8
23
4
16
32
5
6
6
6
5
5
5
6
5
5
5
5
5
5
12
4
2
17
8
4
15
15
32
16
17
8
16
34
5
6
6
6
5
5
5
6
5
5
5
5
5
5
13
4
2
18
8
4
16
16
48
24
11
8
20
36
5
6
6
6
5
5
5
6
5
5
5
5
5
5
13
4
2
19
8
4
16
16
64
32
5
8
24
38
Total
Walls
Footing
8.8
1.8
7.0
10.7
2.6
8.1
12.3
3.6
8.7
14.5
4.7
9.8
16.5
5.8
10.7
20.3
7.9
12.4
Bill of Reinforcing Steel 6' x 3' 6' x 4' 6' x 5' 6' x 6' 6' x 7' 6' x 8'
Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length WeightLengthNo.SizeWeight
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor - Longit.- Bott.
Floor - Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Total Weight (LB)
Concrete (CY)
1750
70
94
42
227
61
22
196
282
--
--
475
58
128
95
2046
73
100
43
249
67
23
214
308
--
--
571
63
205
130
2432
79
107
45
271
72
23
245
353
92
116
502
67
292
168
2812
82
113
46
295
78
24
265
381
203
250
409
145
310
211
3255
93
119
48
319
82
25
299
431
332
399
287
154
409
258
3679
96
126
50
348
86
26
316
455
476
572
142
162
517
307
S x H K L M N PO VUTR
6' x 8'
6' x 7'
6' x 6'
6' x 5'
6' x 4'
6' x 3'
15'-0"
14'-6"
14'-0"
13'-6"
13'-0"
12'-6"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
13'-0"
6'-1"
15'-7"
14'-0"
7'-8":13'-11"
7'-4"
5'-3"
13'-5"
13'-5"
--
--
16'-9":17'-0"
13'-10"
15'-4"
1'-8":4'-10"
6'-4"
16'-8"
14'-4",14'-6"
7'-8":14'-5"
8'-1"
5'-6"
14'-8"
14'-8"
--
--
18'-9":19'-0"
15'-1"
16'-5"
2'-5":5'-11"
6'-4"
17'-9"
14'-10",15'-0"
7'-8":14'-11"
8'-7"
5'-6"
15'-8"
15'-8"
5'-1":6'-0"
13'-1":14'-10"
20'-9":21'-1"
16'-1"
17'-6"
3'-2":6'-11"
6'-7"
18'-10"
15'-3,15'-6"
7'-8":15'-5"
9'-4"
5'-9"
16'-11"
16'-11"
5'-2":7'-0"
13'-1":16'-10"
22'-11":23'-2"
17'-5"
18'-7"
4'-0":7'-11"
6'-10"
19'-10"
15'-9",16'-0"
7'-8":15'-11"
9'-10"
6'-0"
17'-11"
17'-11"
5'-2":8'-1"
13'-1":18'-10"
24'-11":25'-2"
18'-5"
19'-7"
4'-9":9'-0"
7'-1"
20'-11"
16'-5,16'-8"
7'-10":16'-7"
10'-4"
6'-3"
18'-11"
18'-11"
5'-2":9'-1"
13'-3":21'-0"
27'-1":27'-4"
19'-5"
20'-8"
5'-6":10'-0"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
2'-3"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
2'-0"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
1'-1"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
3'-6"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
9"
11"
11"
11"
11"
11"
11"
10"
9"
9"
9"
9"
9"
"416'-2
5'-5"
"854'-7
"833'-10
"813'-1
"872'-3
L
VN
PO
K
L
N + V
PO
1'-6"R
NV
T
V + N (at
Flu
me Ju
nction)
O (at
End of
Basin)
K (at End of Basin)
S (at Flume Junction)
@ Flu
me Ju
nction
5b1
@ 1'-0" (±
) Spa.
K
RL
R
S
R
RT
R R
UU
U
U
4"
RT
" Clr.
213
6f1
& 5f2 Bars Equal
Spa.
@ 1'-0" (±
)
1'-6"
4"
3"
1'-0"
1'-6"R
3"
4"
6"
5t1 Bars
@ 1'-3" Spaces
6"
6"
6"
5a1 Bars Spaced @ 1'-0"
c1, c2 & c3 Bars Spaced @ 6" (See Note 3)
6m1 Bars Spaced @ 1'-0"
3"
6"
4"
5h1
@ 1'-0" Spa.
c1
5b1
6s1
5t1
6p1
5g1
c1 6m1 6f1 5f2 c2
5h1
5b2
c3
6s1
5b1
5a1
5b1
c3
5b2
Keyway
Beveledc1 or c2
6m1
5f2
6f1
5g1
5t1
6p1
6f1
c1
5a1
c3
5f25b1 & 5b2
6m1
6m1
c2
¡ Flume
5h1
Estimate of Quantities - Flume Basin
Table of Flume Basin Dimensions
Bent Bar DetailsFlume Basin Notes:
Plan View
Longitudinal Section
End Details
Variable Dimensions
H = Culvert Height
S = Culvert Span
D = pin diameter
Note: All dimensions are out to out.
c1
c2
5h1
4g1
5t1
5b1,5b2,6s1
Details
Flume BasinRCFB 02-20
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 02-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
6'-0" x 8'-0" Flume Basin Example Shown6'-0" SPAN
equal to or larger than 8' and 9' respectively.
3. c1 bars are omitted if both "S" and "H" are
2. c2 & c3 bars are lapped.
1. See Sheet RCF 01-20 for general information.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:51 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 03-20 11x17_pdf.pltcfg
Variable (1)
Variable (2)
Variable (3)
K+2U-4"-
S+2U-4"+
O+T-4"+
No. of c1 + c2 - 1
(K-S) (No. of c1 - 1)
No. of c1 + c2 - 1
(K-S) (No. of c2 - 1)
No. of c1 + c2 - 1
(N+V-O) (No. of c1 - 1)
L
VN
PO
K
RT
RR
UU
R 1'-6"
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
5
6
6
6
5
5
5
6
--
--
5
5
5
5
13
4
2
15
10
4
16
16
--
--
29
4
12
30
5
6
6
6
5
5
5
6
5
5
5
5
5
5
13
4
2
16
10
4
17
17
18
9
22
4
16
32
5
6
6
6
5
5
5
6
5
5
5
5
5
5
14
4
2
17
10
4
17
17
34
17
16
8
16
34
5
6
6
6
5
5
5
6
5
5
5
5
5
5
14
4
2
18
10
4
18
18
50
25
10
8
20
36
5
6
6
6
5
5
5
6
5
5
5
5
5
5
15
4
2
19
10
4
18
18
66
33
4
8
24
38
5
6
6
6
5
5
5
6
5
5
--
5
5
5
15
4
2
20
10
4
19
19
78
39
--
8
28
40
5
6
6
6
5
5
5
6
6
6
--
5
5
5
15
4
2
21
10
4
19
19
82
41
--
12
28
42
27.4
11.1
16.3
24.6
9.4
15.2
22.0
7.9
14.1
18.7
5.8
12.9
12.5
2.6
9.9
14.2
3.6
10.6
16.6
4.7
11.9
Concrete (CY)
Total
Walls
Footing
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor - Longit.- Bott.
Floor - Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length WeightLengthNo.SizeWeightLengthNo.SizeWeight
5663
119
138
59
464
117
28
415
597
1062
1309
--
269
664
422
4456
115
132
57
434
112
27
395
568
627
820
--
171
635
363
3965
111
126
56
405
107
26
355
511
488
668
123
162
517
310
3520
100
119
54
373
102
25
336
484
343
476
284
154
409
261
3068
96
113
52
346
96
24
300
432
213
306
421
145
310
214
2669
86
107
51
319
89
23
278
400
103
153
530
67
292
171
2269
86
100
49
294
83
23
245
352
--
--
636
63
205
133
Total Weight (LB)
Bill of Reinforcing Steel 8' x 4' 8' x 5' 8' x 6' 8' x 7' 8' x 8' 8' x 10'8' x 9'
6'-4"
16'-8"
16'-4",16'-6"
9'-8":16'-5"
8'-0"
5'-6"
14'-8"
14'-8"
--
--
20'-11":21'-2"
15'-1"
16'-5"
2'-6":6'-0"
6'-4"
17'-9"
16'-10",17'-0"
9'-8":16'-11"
8'-6"
5'-6"
15'-8"
15'-8"
5'-0":6'-0"
15'-3":17'-3"
22'-11":23'-3"
16'-1"
17'-6"
3'-3":7'-0"
6'-7"
18'-10"
17'-3",17'-6"
9'-8":17'-5"
9'-3"
5'-9"
16'-11"
16'-11"
5'-0":7'-0"
15'-3":19'-3"
25'-1":25'-4"
17'-5"
18'-7"
4'-1":8'-0"
6'-10"
19'-10"
17'-9",18'-0"
9'-8":17'-11"
9'-9"
6'-0"
17'-11"
17'-11"
5'-1:8'-1"
15'-3":21'-3"
27'-1":27'-4"
18'-5"
19'-7"
4'-10":9'-1"
7'-1"
20'-11"
18'-5,18'-8"
9'-10":18'-7"
10'-3"
6'-3"
18'-11"
18'-11"
5'-1":9'-1"
15'-5":23'-5"
29'-3":29'-6"
19'-5"
20'-8"
5'-7":10'-1"
7'-4"
22'-0"
18'-11",19'-2"
9'-10":19'-1"
10'-9"
6'-5"
19'-11"
19'-11"
5'-4":10'-1"
15'-5":24'-11"
--
20'-6"
21'-9"
6'-4":11'-1"
7'-7"
23'-0"
19'-5",19'-8"
9'-10":19'-7"
11'-3"
6'-8"
20'-11"
20'-11"
6'-2":11'-1"
16'-3":26'-3"
--
21'-6"
22'-9"
7'-2":12'-1"
8' x 10'
8' x 9'
8' x 8'
8' x 7'
8' x 6'
8' x 5'
8' x 4'
18'-0"
17'-6"
17'-0"
16'-6"
16'-0"
15'-6"
15'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
R T U VPN OL MKS x H
Bar Size
7
6
5
D
"415
"214
"433
D
D
"2
1D
=2
Short
Long
Short
Long
Long
Short
Length
S+2U-4"
Var. (2)
Min.
Splice
" +
21
T +
N
R-5"
Var. (3)
0+
T-4
"
Var. (1)
K+2U-7"
N-T
+11"
"2
14
1'-6"
1'-6"
6"
"21D=2
5b1
5b2
6s1
5b25b
1,6s
1
(1.06) L-5"
(1.03) L-2"
(1.06) L-2"
P -
6"
R-5"
"8
15
"831'-8
6"
2'-3"
R-2"
2'-0"
D
P -
6"
1'-3"1'-8"R-2"
K
RL
S
R
T
V + N (at
Flu
me Ju
nction)
O (at
End of
Basin) K (at End of Basin)
S (at Flume Junction)
NV
L
N + V
PO
R
T
U
U
" Clr.
213
1'-6"R
4"
1'-0"
3"
@ Flu
me Ju
nction
5b1
@ 1'-0" (±
) Spa.
3"
4"
6"
1'-6"R
5t1 Bars
@ 1'-3" Spaces
6f1
& 5f2 Bars Equal
Spa.
@ 1'-0" (±
)
3"
5h1
@ 1'-0" Spa.
6"
4"
5a1 Bars Spaced @ 1'-0"
c1, c2 & c3 Bars Spaced @ 6" (See Note 3)
6m1 Bars Spaced @ 1'-0"
6"
6"
6"
4"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
0'-10"
0'-10"
0'-10"
0'-9"
0'-9"
0'-9"
0'-9"
"437'-8
"216'-11
"416'-2
5'-5"
"854'-7
"833'-10
"813'-1
¡ Flume
5b1 & 5b2
5f2
c3
5a1
c1
6m1
5t1
5g16p1
6f1
6m1
c2
5h1
6s1
5b1
5a1
5b1
c3
6f1
5f2 c1 or c2
6m1
5b2
Keyway
Beveled
c3
5h1
c25f26f16m1c1
5g1
6p1
5t1
5b2
c1
5b1
6s1
RCFB 03-20Details
Flume Basin
D = pin diameter
Note: All dimensions are out to out.
Flume Basin Notes:
Variable Dimensions
H = Culvert Height
S = Culvert Span
Bent Bar Details
Table of Flume Basin Dimensions
Estimate of Quantities - Flume Basin
End Details
Longitudinal Section
Plan View
c1
5h1
c2
5t1
5b1,5b2,6s1
5g1
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 03-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
8'-0" x 8'-0" Flume Basin Example Shown8'-0" Span
equal to or larger than 8' and 9' respectively.
3. c1 bars are omitted if both "S" and "H" are
2. c2 & c3 bars are lapped.
1. See Sheet RCF 01-20 for general information.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:53 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 04-20 11x17_pdf.pltcfg
Variable (1)
Variable (2)
Variable (3)
K+2U-4"-
S+2U-4"+
O+T-4"+
No. of c1 + c2 - 1
(K-S) (No. of c1 - 1)
No. of c1 + c2 - 1
(K-S) (No. of c2 - 1)
No. of c1 + c2 - 1
(N+V-O) (No. of c1 - 1)
D
D
"2
1D
=2
Short
Long
Short
Long
Long
Short
Length
S+2U-4"
Var. (2)
Min.
Splice
" +
21
T + N
R-5"
Var. (3)
0+
T-4
"
Var. (1)
K+2U-7"
N-T
+11"
"2
14
1'-6"
1'-6"
6"
"21D=2
P -
6"
R-5"
P -
6"
1'-3"1'-8"R-2"
6"
2'-3"
Bar Size
7
6
5
D
"415
"214
"433
5b1
5b2
6s1
5b25b
1,6s
1
(1.06) L-5"
(1.03) L-2"
(1.06) L-2"
"8
15
"831'-8
R-2"
2'-0"
D
10' x 12'
10' x 11'
10' x 10'
10' x 9'
10' x 8'
10' x 7'
10' x 6'
10' x 5'
10' x 4'
21'-0"
20'-6"
20'-0"
19'-6"
19'-0"
18'-6"
18'-0"
17'-6"
17'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
UTRPONK L MS x H V
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
Concrete (CY)
Total Weight (LB)
Bill of Reinforcing Steel 10' x 4' 10' x 5'
5
6
6
6
5
5
5
6
5
5
5
5
5
5
15
4
2
15
12
4
18
18
2
1
28
4
12
30
Total
Walls
Footing
14.5
2.6
11.9
16.3
3.6
12.7
18.9
4.7
14.2
5
6
6
6
5
5
5
6
5
5
5
5
5
5
15
4
2
16
12
4
19
19
18
9
22
4
16
32
5
6
6
6
5
5
5
6
5
5
5
5
5
5
15
4
2
17
12
4
19
19
36
18
15
8
16
34
10' x 6'
21.1
5.7
15.4
5
6
6
6
5
5
5
6
5
5
5
5
5
5
16
4
2
18
12
4
20
20
52
26
9
8
20
36
10' x 8'10' x 7'
5
6
6
6
5
5
5
6
5
5
5
5
5
5
16
4
2
19
12
4
20
20
68
34
3
8
24
38
24.7
7.9
16.8
27.4
9.4
18.0
17
4
2
20
12
4
21
21
78
39
--
8
28
40
10' x 9'
5
6
6
6
5
5
5
6
5
5
--
5
5
5
10' x 10'
5
6
6
6
5
5
5
6
6
6
--
5
5
5
17
4
2
21
12
4
21
21
82
41
--
8
32
42
30.3
11.0
19.3
34.9
14.1
20.8
40.0
17.6
22.4
18
4
2
23
13
4
22
22
90
45
--
12
36
46
5
6
6
6
5
5
5
6
7
7
--
5
5
5
18
4
2
22
12
4
22
22
86
43
--
12
32
44
5
6
6
6
5
5
5
6
7
7
--
5
5
5
10' x 11' 10' x 12'
8462
152
151
69
606
165
30
526
757
1916
2307
--
295
936
552
7738
147
145
67
566
146
29
503
724
1677
2168
--
283
795
488
6017
134
138
65
527
140
28
458
660
1062
1442
--
179
759
425
4752
130
132
63
494
134
27
436
628
627
908
--
171
635
367
4243
118
126
62
463
127
26
395
568
496
770
99
162
517
314
3791
114
119
60
427
121
25
374
538
353
557
276
154
409
264
3319
103
113
58
397
115
24
335
483
224
367
428
145
310
217
2903
99
107
57
367
105
23
310
447
103
173
579
67
292
174
2497
99
100
55
339
99
23
275
397
10
18
678
63
205
136
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor`-`Longit.- Bott.
Floor`-`Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight
6'-4"
16'-8"
18'-4",18'-6"
11'-8":18'-5"
7'-11"
5'-6"
14'-8"
14'-8"
5'-0"
17'-5"
23'-1":23'-4"
15'-1"
16'-5"
2'-7":6'-1"
6'-4"
17'-9"
18'-10",19'-0"
11'-8":18'-11"
8'-5"
5'-6"
15'-8"
15'-8"
5'-0":6'-0"
17'-5":19'-5"
25'-1":25'-5"
16'-1"
17'-6"
3'-4":7'-1"
6'-7"
18'-10"
19'-3",19'-6"
11'-8":19'-5"
9'-2"
5'-9"
16'-11"
16'-11"
4'-11":7'-0"
17'-5":21'-8"
27'-3":27'-6"
17'-5"
18'-7"
4'-2":8'-1"
6'-10"
19'-10"
19'-9",20'-0"
11'-8":19'-11"
9'-8"
6'-0"
17'-11"
17'-11"
4'-11":8'-1"
17'-5":23'-8"
29'-3":29'-6"
18'-5"
19'-7"
4'-11":9'-2"
7'-1"
20'-11"
20'-5",20'-8"
11'-10":20'-7"
10'-2"
6'-3"
18'-11"
18'-11"
4'-11":9'-1"
17'-7":25'-10"
31'-5":31'-8"
19'-5"
20'-8"
5'-8":10'-2"
7'-4"
22'-0"
20'-11",21'-2"
11'-10":21'-1"
10'-8"
6'-5"
19'-11"
19'-11"
5'-4":10'-1"
17'-7":27'-1"
--
20'-6"
21'-9"
6'-5":11'-2"
7'-7"
23'-0"
21'-5",21'-8"
11'-10":21'-7"
11'-2"
6'-8"
20'-11"
20'-11"
6'-2":11'-1"
18'-5":28'-5"
--
21'-6"
22'-9"
7'-3":12'-2"
7'-10"
24'-1"
22'-1",22'-4"
12'-0":22'-3"
11'-8"
6'-11"
21'-11"
21'-11"
6'-11":12'-2"
19'-5":29'-11"
--
22'-7"
23'-10"
8'-0":13'-3"
8'-1"
25'-2"
22'-9",23'-0"
12'-2":22'-11"
12'-2"
7'-2"
22'-11"
22'-11"
7'-8":13'-2"
19'-7":30'-7"
--
23'-7"
24'-11"
8'-9":14'-3"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9" "813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"216'-11
"437'-8
8'-6"
"839'-3
details and notes.
See Sheet RCFB 05-20 for flume basin
Note:
RCFB 04-20Details
Flume Basin
H = Culvert Height
S = Culvert Span
Variable Dimensions Table of Flume Basin Dimensions
Estimate of Quantities - Flume Basin
Bent Bar Details
c1
5h1
c2
5g1
5t1 D = pin diameter
Note: All dimensions are out to out.
5b1,5b2,6s1
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 04-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
10'-0" Span
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:54 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 05-20 11x17_pdf.pltcfg
L
VN
PO
K
RT
RR
UU
R 1'-6"
K (at End of Basin)
S (at Flume Junction)
V + N (at
Flu
me Ju
nction)
O (at
End of
Basin)
T
S
RL
K
R
PO
N + V
NV
L
R
" Clr.213
U
UT
@ Flu
me Ju
nction
5b1
@ 1'-0" (±
) Spa.
3"
1'-0"
4"
3"
5h1
@ 1'-0" Spa.
6"
4"
5a1 Bars Spaced @ 1'-0"
c1, c2 & c3 Bars Spaced @ 6" (See Note 3)
6m1 Bars Spaced @ 1'-0"
6"
6"
6"
6f1
& 5f2 Bars Equal
Spa.
@ 1'-0" (±
)
5t1 Bars
@ 1'-3" Spaces
3"
4"
6"
1'-6"R
1'-6"R
4"
5b2
Keyway
Beveled
6m1
5f2
6f1
5a1
5b1
6s1
c3
5b1
5h1
c2
¡ Flume
5b1 & 5b2
5f2
c3
5a1
6m1
6m1
5t1
5g1
6f1
6p1
6s1
5b1
5b2
5t1
6p1
5g1
c1 6m1 6f1 c2 5f2
5h1
c3
c1 or c2
RCFB 05-20Details
Flume Basin
Flume Basin Notes:
End Details
Longitudinal Section
Plan View
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 05-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
10'-0" x 10'-0" Flume Basin Example Shown
10'-0" Span
4. See Sheet RCFB 04-20 for flume basin quantities.
equal to or larger than 8' and 9' respectively.
3. c1 bars are omitted if both "S" and "H" are
2. c2 & c3 bars are lapped.
1. See Sheet RCF 01-20 for general information.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:56 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 06-20 11x17_pdf.pltcfg
Variable (1)
Variable (2)
Variable (3)
K+2U-4"-
S+2U-4"+
O+T-4"+
No. of c1 + c2 - 1
(K-S) (No. of c1 - 1)
No. of c1 + c2 - 1
(K-S) (No. of c2 - 1)
No. of c1 + c2 - 1
(N+V-O) (No. of c1 - 1)
Bar Size
7
6
5
D
D
D
"2
1D
=2
"21D=2
Short
Long
Short
Long
Long
Short
5b1
5b2
6s1
5b25b
1,6s
1
Length
S+2U-4"
Var. (2)
Min.
Splice
" +
21
T +
(1.06) L-5"
(1.03) L-2"
(1.06) L-2"
P -
6"
N
R-5"
Var. (3)
0+
T-4
"
Var. (1)
K+2U-7"
R-5"
P -
6"
N-T
+11"
"8
15
"831'-8
"2
14
1'-6"
1'-6"
6"
1'-3"1'-8"R-2"
6"
2'-3"
R-2"
2'-0"
"415
"214
"433
D
12' x 12'
12' x 11'
12' x 10'
12' x 9'
12' x 8'
12' x 7'
12' x 6'
12' x 5'
12' x 4'
23'-0"
22'-6"
22'-0"
21'-6"
21'-0"
20'-6"
20'-0"
19'-6"
19'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
UTS x H LK M N O P R V
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
5
6
6
6
5
5
5
6
5
5
5
5
5
5
16
4
2
15
14
4
20
20
4
2
27
4
12
30
12' x 4'Bill of Reinforcing Steel
Concrete (CY)
Total Weight (LB)
Total
Walls
Footing
16.6
2.6
14.0
18.6
3.6
15.0
21.4
4.7
16.7
5
6
6
6
5
5
5
6
5
5
5
5
5
5
17
4
2
16
14
4
21
21
20
10
21
4
16
32
12' x 5' 12' x 6'
5
6
6
6
5
5
5
6
5
5
5
5
5
5
17
4
2
17
14
4
21
21
36
18
15
4
20
34
5
6
6
6
5
5
5
6
5
5
5
5
5
5
17
4
2
18
14
4
22
22
52
26
9
8
20
36
12' x 7'
23.8
5.7
18.1
5
6
6
6
5
5
5
6
5
5
5
5
5
5
18
4
2
19
14
4
22
22
68
34
3
8
24
38
12' x 8'
27.5
7.9
19.6
12' x 9'
5
6
6
6
5
5
5
6
5
5
--
5
5
5
18
4
2
20
14
4
23
23
78
39
--
8
28
40
30.5
9.4
21.1
5
6
6
6
5
5
5
6
6
6
--
5
5
5
19
4
2
21
14
4
23
23
82
41
--
8
32
42
33.3
11.0
22.3
12' x 10' 12' x 11'
5
6
6
6
5
5
5
6
7
7
--
5
5
5
19
4
2
22
14
4
24
24
86
43
--
12
32
44
38.3
14.1
24.2
5
6
6
6
5
5
5
6
7
7
--
5
5
5
20
4
2
23
15
4
24
24
90
45
--
12
36
46
43.6
17.6
26.0
12' x 12'
8898
169
151
75
675
189
30
574
826
1916
2506
--
295
936
556
8146
155
145
73
632
169
29
549
790
1677
2358
--
283
795
491
6368
150
138
71
590
162
28
502
723
1062
1575
--
179
759
429
5041
138
132
69
554
155
27
478
688
627
997
--
171
635
370
4523
133
126
68
520
147
26
434
625
496
847
105
162
517
317
4051
121
119
66
481
140
25
411
592
353
616
296
154
409
268
3579
117
113
64
448
133
24
371
534
224
408
462
73
388
220
3146
112
107
63
416
122
23
343
494
113
216
601
67
292
177
2718
106
100
61
384
114
23
306
441
21
41
715
63
205
138
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor`-`Longit.- Bott.
Floor`-`Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size WeightLengthNo.
6'-4"
16'-8"
20'-4",20'-6"
13'-8":20'-5"
7'-10"
5'-6"
14'-8"
14'-8"
4'-10:5'-0"
19'-7":19'-10"
25'-3":25'-6"
15'-1"
16'-5"
2'-8":6'-2"
6'-4"
17'-9"
20'-10",21'-0"
13'-8":20'-11"
8'-4"
5'-6"
15'-8"
15'-8"
4'-10":6'-0"
19'-7":21'-10"
27'-3":27'-7"
16'-1"
17'-6"
3'-5":7'-2"
6'-7"
18'-10"
21'-3",21'-6"
13'-8":21'-5"
9'-1"
5'-9"
16'-11"
16'-11"
4'-11":7'-0"
19'-7":23'-10"
29'-5":29'-8"
17'-5"
18'-7"
4'-3":8'-2"
6'-10"
19'-10"
21'-9",22'-0"
13'-8":21'-11"
9'-7"
6'-0"
17'-11"
17'-11"
4'-11":8'-1"
19'-7":25'-10"
31'-5":31'-8"
18'-5"
19'-7"
5'-0":9'-3"
7'-1"
20'-11"
22'-5",22'-8"
13'-10":22'-7"
10'-1"
6'-3"
18'-11"
18'-11"
4'-11":9'-1"
19'-9":28'-0"
33'-7":33'-10"
19'-5"
20'-8"
5'-9":10'-3"
7'-4"
22'-0"
22'-11",23'-2"
13'-10":23'-1"
10'-7"
6'-5"
19'-11"
19'-11"
5'-4":10'-1"
19'-9":29'-3"
--
20'-6"
21'-9"
6'-6":11'-3"
7'-7"
23'-0"
23'-5",23'-8"
13'-10":23'-7"
11'-1"
6'-8"
20'-11"
20'-11"
6'-2":11'-1"
20'-7":30'-7"
--
21'-6"
22'-9"
7'-4":12'-3"
7'-10"
24'-1"
24'-1",24'-4"
14'-0":24'-3"
11'-7"
6'-11"
21'-11"
21'-11"
6'-11":12'-2"
21'-7":32'-1"
--
22'-7"
23'-10"
8'-1":13'-4"
8'-1"
25'-2"
24'-9",25'-0"
14'-2":24'-11"
12'-1"
7'-2"
22'-11"
22'-11"
7'-8":13'-2"
21'-9":32'-9"
--
23'-7"
24'-11"
8'-10":14'-4"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-0'
11"
10"
10"
10"
9"
9"
9"
9" "813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"216'-11
"437'-8
8'-6"
"839'-3
RCFB 06-20Details
Flume Basin
details and notes.
See Sheet RCFB 07-20 for flume basin
Note:
H = Culvert Height
S = Culvert Span
Bent Bar Details Table of Flume Basin Dimensions
Estimate of Quantities - Flume Basin
Variable Dimensions
D = pin diameter
Note: All dimensions are out to out.
c1
5h1
5g1
5t1
c2
5b1,5b2,6s1
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 06-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
12'-0" Span
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:57 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 07-20 11x17_pdf.pltcfg
L
VN
PO
K
RT
RR
UU
R 1'-6"
K (at End of Basin)
S (at Flume Junction)
V + N (at
Flu
me Ju
nction)
O (at
End of
Basin)
T
SK
RL
R
PO
N + V
L
NV
R
" Clr.213
U
U
T4"
1'-6"R
3"
4"
6"
1'-6"R
3"
5h1
@ 1'-0" Spa.
6"
4"
6m1 Bars Spaced @ 1'-0"
c1, c2 & c3 Bars Spaced @ 6" (See Note 3)
5a1 Bars Spaced @ 1'-0"6"
6"
6"
5t1 Bars
@ 1'-3" Spaces
6f1
& 5f2 Bars Equal
Spa.
@ 1'-0" (±
)
4"
@ Flu
me Ju
nction
5b1
@ 1'-0" (±
) Spa.
1'-0"
3"
5b1
5a1
6s1
c3
5b1
6f1 6m1
5f2
5b2
Keyway
Beveled
c3
5f2
5b1 & 5b2
c2
6m1
5a1
5t1
5g16p1
6m1
5h1
6f1
6s1
5b1
5b2
5t1
6p1
5g1
c1 6m1 6f1 c2 5f2
5h1
c3
c1 or c2
� Flume
RCFB 07-20Details
Flume Basin
Flume Basin Notes:
Plan View
Longitudinal Section
End Details
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 07-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
12'-0" x 10'-0" Flume Basin Example Shown
12'-0" Span
4. See Sheet RCFB 06-20 for flume basin quantities.
equal to or larger than 8' and 9' respectively.
3. c1 bars are omitted if both "S" and "H" are
2. c2 & c3 bars are lapped.
1. See Sheet RCF 01-20 for general information.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:48:59 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 08-20 11x17_pdf.pltcfg
Variable (1)
Variable (2)
Variable (3)
K+2U-4"-
S+2U-4"+
O+T-4"+
No. of c1 + c2 - 1
(K-S) (No. of c1 - 1)
No. of c1 + c2 - 1
(K-S) (No. of c2 - 1)
No. of c1 + c2 - 1
(N+V-O) (No. of c1 - 1)
Bar Size D
D
D
"2
1D
=2
"21D=2
Short
Long
Short
Long
Long
Short
5b1
5b2
6s1
5b25b
1,6s
1
Length
S+2U-4"
Var. (2)
Min.
Splice
" +
21
T +
(1.06) L-5"
(1.03) L-2"
(1.06) L-2"
P -
6"
N
R-5"
Var. (3)
0+
T-4
"
Var. (1)
K+2U-7"
R-5"
P -
6"
N-T
+11"
"8
15
"831'-8
"2
14
1'-6"
1'-6"
6"
1'-3"1'-8"R-2"
6"
2'-3"
R-2"
2'-0"
D
UTS x H LK M N O P R V
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
14' x 4'Bill of Reinforcing Steel
Concrete (CY)
Total Weight (LB)
Total
Walls
Footing
14' x 5' 14' x 6' 14' x 7' 14' x 8' 14' x 9' 14' x 10' 14' x 11' 14' x 12'
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor`-`Longit.- Bott.
Floor`-`Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size WeightLengthNo.
8
7
6
5
6"
"415
"214
"433
26'-0"
25'-6"
25'-0"
24'-6"
24'-0"
23'-6"
23'-0"
22'-6"
22'-0"
21'-6"
21'-0"
24'-0"
23'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
10'-6"
9'-9"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
9'-7"
8'-10"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
5'-6"
5'-3"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-3"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-1"
1'-0"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9" "813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"216'-11
"437'-8
8'-6"
"839'-3
"8510'-0
"8710'-9
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
Bill of Reinforcing Steel
Concrete (CY)
Total Weight (LB)
Total
Walls
Footing
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor`-`Longit.- Bott.
Floor`-`Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Bar Location Shape Size No. Length Weight Size No. Length Weight
14' x 13' 14' x 14'
50.1
20.0
30.1
58.1
24.4
33.7
46.0
17.6
28.4
40.6
14.1
26.5
35.7
11.0
24.7
32.5
9.4
23.1
29.5
7.9
21.6
18.1
2.6
15.5
20.2
3.6
16.6
23.2
4.7
18.5
25.6
5.7
19.9
5
6
6
6
5
5
5
6
5
5
5
5
5
5
18
4
2
20
16
4
22
22
4
2
27
4
12
30
5
6
6
6
5
5
5
6
5
5
5
5
5
5
18
4
2
21
16
4
23
23
20
10
21
4
16
32
5
6
6
6
5
5
5
6
5
5
5
5
5
5
19
4
2
22
16
4
23
23
36
18
15
4
20
34
5
6
6
6
5
5
5
6
5
5
5
5
5
5
19
4
2
24
16
4
24
24
52
26
9
8
20
36
5
6
6
6
5
5
5
6
5
5
5
5
5
5
19
4
2
25
16
4
24
24
68
34
3
8
24
38
5
6
6
6
5
5
5
6
5
5
--
5
5
5
20
4
2
26
16
4
25
25
78
39
--
8
28
40
5
6
6
6
5
5
5
6
6
6
--
5
5
5
20
4
2
28
16
4
25
25
82
41
--
8
32
42
5
6
6
6
5
5
5
6
7
7
--
5
5
5
21
4
2
29
16
4
26
26
86
43
--
12
32
44
5
6
6
6
5
5
5
6
7
7
--
5
5
5
21
4
2
30
17
4
26
26
90
45
--
12
36
46
5
6
6
6
5
5
5
6
8
8
--
5
5
5
22
4
2
32
17
4
27
27
94
47
--
12
40
48
5
6
6
6
5
5
5
6
8
8
--
5
5
5
22
4
2
33
17
4
27
27
98
49
--
12
44
50
12,994
197
164
84
1095
231
32
702
1010
3194
4023
--
321
1239
702
12,017
191
158
82
1039
223
31
674
970
2844
3786
--
308
1085
626
9531
177
151
81
969
214
30
621
895
1916
2690
--
295
936
556
8763
172
145
79
915
193
29
594
856
1677
2534
--
283
795
491
6908
158
138
77
864
185
28
545
785
1062
1699
--
179
759
429
5509
153
132
75
797
177
27
519
748
627
1078
--
171
635
370
4966
140
126
74
754
168
26
474
682
496
918
112
162
517
317
4481
135
119
72
707
160
25
448
646
353
670
315
154
409
268
3966
130
113
70
644
152
24
406
584
224
445
493
73
388
220
3509
119
107
69
605
139
23
376
541
113
237
644
67
292
177
3072
119
100
67
567
131
23
337
485
21
45
771
63
205
138
8'-4"
26'-3"
27'-3",27'-6"
15'-10":27'-5"
12'-7"
7'-4"
23'-11"
23'-11"
8'-6":14'-2"
24'-5":35'-11"
--
24'-7"
26'-0"
9'-8":15'-4"
8'-7"
27'-3"
27'-11",28'-3"
16'-1":28'-1"
13'-0"
7'-7"
24'-11"
24'-11"
9'-3":15'-2"
24'-9":36'-9"
--
25'-8"
27'-0"
10'-6":16'-5"
6'-4"
16'-8"
22'-4",22'-6"
15'-4":22'-5"
7'-10"
5'-6"
14'-8"
14'-8"
4'-10":5'-0"
21'-7":21'-10"
27'-3":27'-6"
15'-1"
16'-5"
2'-8":6'-2"
6'-4"
17'-9"
22'-10",23'-0"
15'-5":22'-11"
8'-4"
5'-6"
15'-8"
15'-8"
4'-10":6'-0"
21'-7":23'-10"
29'-3":29'-7"
16'-1"
17'-6"
3'-5":7'-2"
6'-7"
18'-10"
23'-3",23'-6"
15'-7":23'-5"
9'-1"
5'-9"
16'-11"
16'-11"
4'-11":7'-0"
21'-7":25'-10"
31'-5":31'-8"
17'-5"
18'-7"
4'-3":8'-2"
6'-10"
19'-10"
23'-9",24'-0"
15'-4":23'-11"
9'-7"
6'-0"
17'-11"
17'-11"
4'-11":8'-1"
21'-7":27'-10"
33'-5":33'-8"
18'-5"
19'-7"
5'-0":9'-3"
7'-1"
20'-11"
24'-5",24'-8"
15'-7":24'-7"
10'-1"
6'-3"
18'-11"
18'-11"
4'-11":9'-1"
21'-9":30'-0"
35'-7":35'-10"
19'-5"
20'-8"
5'-9":10'-3"
7'-4"
22'-0"
24'-11",25'-2"
15'-9":25'-1"
10'-7"
6'-5"
19'-11"
19'-11"
5'-4":10'-1"
21'-9":31'-3"
--
20'-6"
21'-9"
6'-6":11'-3"
7'-7"
23'-0"
25'-5",25'-8"
15'-6":25'-7"
11'-1"
6'-8"
20'-11"
20'-11"
6'-2":11'-1"
22'-7":32'-7"
--
21'-6"
22'-9"
7'-4":12'-3"
7'-10"
24'-1"
26'-1",26'-4"
15'-9":26'-3"
11'-7"
6'-11"
21'-11"
21'-11"
6'-11":12'-2"
23'-7":34'-1"
--
22'-7"
23'-10"
8'-1":13'-4"
8'-1"
25'-2"
26'-9",27'-0"
16'-1":26'-11"
12'-1"
7'-2"
22'-11"
22'-11"
7'-8":13'-2"
23'-9":34'-9"
--
23'-7"
24'-11"
8'-10":14'-4"
14' x 14'
14' x 13'
14' x 12'
14' x 11'
14' x 10'
14' x 9'
14' x 8'
14' x 7'
14' x 6'
14' x 5'
14' x 4'
RCFB 08-20Details
Flume Basin
details and notes.
See Sheet RCFB 09-20 for flume basin
Note:
H = Culvert Height
S = Culvert Span
Bent Bar Details
Table of Flume Basin Dimensions
Estimate of Quantities - Flume Basin
Variable Dimensions
D = pin diameter
Note: All dimensions are out to out.
c1
5h1
5g1
5t1
c2
5b1,5b2,6s1
Estimate of Quantities - Flume Basin
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 08-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
14'-0" Span
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:01 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 09-20 11x17_pdf.pltcfg
L
VN
PO
K
RT
RR
UU
R 1'-6"
K (at End of Basin)
S (at Flume Junction)
V + N (at
Flu
me Ju
nction)
O (at
End of
Basin)
T
SK
RLR
PO
N + V
L
NV
R
" Clr.213
U
U
T4"
1'-6"R
3"
4"
6"
1'-6"R
3"
5h1
@ 1'-0" Spa.
6"
4"
c1, c2 & c3 Bars Spaced @ 6" (See Note 3)
5a1 Bars Spaced @ 1'-0"6"
6"
6"
5t1 Bars
@ 1'-3" Spaces
6f1
& 5f2 Bars Equal
Spa.
@ 1'-0" (±
)
4"
@ Flu
me Ju
nction
5b1
@ 1'-0" (±
) Spa.
1'-0"
3"
6m1 Bars Spaced @ 9"
5b1
5a1
6s1
c3
5b1
6f1 6m1
5f2
5b2
Keyway
Beveled
c3
5f2
5b1 & 5b2
c2
¡ Flume
6m1
5a1
5t1
5g16p1
6m1
5h1
6f1
6s1
5b1
5b2
5t1
6p1
5g1
c1 6m1 6f1 c2 5f2
5h1
c3
c1 or c2
RCFB 09-20Details
Flume Basin
Flume Basin Notes:
Plan View
Longitudinal Section
End Details
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 09-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
14'-0" x 10'-0" Flume Basin Example Shown
14'-0" Span
4. See Sheet RCFB 08-20 for flume basin quantities.
equal to or larger than 8' and 9' respectively.
3. c1 bars are omitted if both "S" and "H" are
2. c2 & c3 bars are lapped.
1. See Sheet RCF 01-20 for general information.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:02 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 10-20 11x17_pdf.pltcfg
Variable (1)
Variable (2)
Variable (3)
K+2U-4"-
S+2U-4"+
O+T-4"+
No. of c1 + c2 - 1
(K-S) (No. of c1 - 1)
No. of c1 + c2 - 1
(K-S) (No. of c2 - 1)
No. of c1 + c2 - 1
(N+V-O) (No. of c1 - 1)
Bar Size D
D
D
"2
1D
=2
"21D=2
Short
Long
Short
Long
Long
Short
5b1
5b2
6s1
5b25b
1,6s
1
Length
S+2U-4"
Var. (2)
Min.
Splice
" +
21
T +
(1.06) L-5"
(1.03) L-2"
(1.06) L-2"
P -
6"
N
R-5"
Var. (3)
0+
T-4
"
Var. (1)
K+2U-7"
R-5"
P -
6"
N-T
+11"
"8
15
"831'-8
"2
14
1'-6"
1'-6"
6"
1'-3"1'-8"R-2"
6"
2'-3"
R-2"
2'-0"
D
UTS x H LK M N O P R V
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
16' x 4'Bill of Reinforcing Steel
Concrete (CY)
Total Weight (LB)
Total
Walls
Footing
16' x 5' 16' x 6' 16' x 7' 16' x 8' 16' x 9' 16' x 10' 16' x 11' 16' x 12'
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor`-`Longit.- Bott.
Floor`-`Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Bar Location Shape Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size No. Length Weight Size WeightLengthNo.
8
7
6
5
6"
"415
"214
"433
28'-0"
27'-6"
27'-0"
26'-6"
26'-0"
25'-6"
25'-0"
24'-6"
24'-0"
23'-6"
23'-0"
24'-0"
23'-0"
22'-0"
21'-0"
20'-0"
19'-0"
18'-0"
17'-0"
16'-0"
15'-0"
14'-0"
10'-6"
9'-9"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-3"
3'-0"
2'-9"
2'-6"
2'-3"
9'-7"
8'-10"
8'-0"
7'-3"
6'-6"
5'-8"
4'-11"
4'-2"
3'-5"
2'-7"
1'-10"
5'-6"
5'-3"
5'-0"
4'-9"
4'-6"
4'-3"
4'-0"
3'-9"
3'-6"
3'-6"
3'-6"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-0"
1'-0"
1'-3"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-1"
1'-0"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9" "813'-1
"833'-10
"854'-7
5'-5"
"416'-2
"216'-11
"437'-8
8'-6"
"839'-3
"8510'-0
"8710'-9
5t1
6s1
6p1
6m1
5h1
5g1
5f2
6f1
c3
c2
c1
5b2
5b1
5a1
Bill of Reinforcing Steel
Concrete (CY)
Total Weight (LB)
Total
Walls
Footing
Curtain - Vert.
Wall - Top Slope
Curtain - Trans.
Floor Trans. - Top
Basin Backwall - Vert.
Curtain Bracket - Vert.
Floor`-`Longit.- Bott.
Floor`-`Longit.- Top
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Vert. - B.F.
Walls - Longit.- F.F. & B.F.
Walls - Longit.- F.F. & B.F.
Walls - Vert. - F.F.
Bar Location Shape Size No. Length Weight Size No. Length Weight
16' x 13' 16' x 14'
52.6
20.0
32.6
60.9
24.4
36.5
19.6
2.6
17.0
21.8
3.6
18.2
24.9
4.7
20.2
27.7
5.7
22.0
31.5
7.9
23.6
34.6
9.4
25.2
37.9
11.0
26.9
42.9
14.1
28.8
48.4
17.6
30.8
5
6
6
6
5
5
5
6
5
5
5
5
5
5
19
4
2
29
18
4
24
24
4
2
27
4
12
30
5
6
6
6
5
5
5
6
5
5
5
5
5
5
20
4
2
31
18
4
25
25
20
10
21
4
16
32
5
6
6
6
5
5
5
6
5
5
5
5
5
5
20
4
2
33
18
4
25
25
36
18
15
4
20
34
5
6
6
6
5
5
5
6
5
5
5
5
5
5
21
4
2
35
18
4
26
26
52
26
9
8
20
36
5
6
6
6
5
5
5
6
5
5
5
5
5
5
21
4
2
37
18
4
26
26
68
34
3
8
24
38
5
6
6
6
5
5
5
6
5
5
--
5
5
5
21
4
2
39
18
4
27
27
78
39
--
8
28
40
5
6
6
6
5
5
5
6
6
6
--
5
5
5
22
4
2
41
18
4
27
27
82
41
--
8
32
42
5
6
6
6
5
5
5
6
7
7
--
5
5
5
22
4
2
43
18
4
28
28
86
43
--
12
32
44
5
6
6
6
5
5
5
6
7
7
--
5
5
5
23
4
2
45
19
4
28
28
90
45
--
12
36
46
5
6
6
6
5
5
5
6
8
8
--
5
5
5
23
4
2
47
19
4
29
29
94
47
--
12
40
48
5
6
6
6
5
5
5
6
8
8
--
5
5
5
24
4
2
49
19
4
29
29
98
49
--
12
44
50
14,111
215
164
90
1772
258
32
754
1085
3194
4285
--
321
1239
702
13,062
200
158
88
1671
249
31
723
1042
2844
4037
--
308
1085
626
10,494
194
151
87
1583
239
30
669
964
1916
2874
--
295
936
556
9659
180
145
85
1485
217
29
640
922
1677
2710
--
283
795
491
7710
174
138
83
1391
208
28
589
848
1062
1822
--
179
759
429
6239
161
132
81
1308
199
27
561
808
627
1159
--
171
635
370
5654
155
126
80
1227
189
26
513
739
496
989
118
162
517
317
5119
150
119
78
1139
180
25
486
700
353
724
334
154
409
268
4572
137
113
76
1062
171
24
441
635
224
483
525
73
388
220
4071
132
107
75
986
156
23
409
588
113
258
688
67
292
177
3579
126
100
73
911
147
23
367
529
21
49
827
63
205
138
8'-7"
27'-3"
29'-11",30'-3"
18'-1":30'-1"
13'-0"
7'-7"
24'-11"
24'-11"
9'-3":15'-2"
26'-9":38'-9"
--
25'-8"
27'-0"
10'-6":16'-5"
8'-4"
26'-3"
29'-3",29'-6"
17'-11":29'-5"
12'-7"
7'-4"
23'-11"
23'-11"
8'-6":14'-2"
26'-5":37'-11"
--
24'-7"
26'-0"
9'-8":15'-4"
8'-1"
25'-2"
28'-9",29'-0"
17'-11":28'-11"
12'-1"
7'-2"
22'-11"
22'-11"
7'-8":13'-2"
25'-9":36'-9"
--
23'-7"
24'-11"
8'-10":14'-4"
7'-10"
24'-1"
28'-1",28'-4"
17'-9":28'-3"
11'-7"
6'-11"
21'-11"
21'-11"
6'-11":12'-2"
25'-7":36'-1"
--
22'-7"
23'-10"
8'-1":13'-4"
7'-7"
23'-0"
27'-5",27'-8"
17'-7":27'-7"
11'-1"
6'-8"
20'-11"
20'-11"
6'-2":11'-1"
24'-7":34'-7"
--
21'-6"
22'-9"
7'-4":12'-3"
7'-4"
22'-0"
26'-11",27'-2"
17'-7":27'-1"
10'-7"
6'-5"
19'-11"
19'-11"
5'-4":10'-1"
23'-9":33'-3"
--
20'-6"
21'-9"
6'-6":11'-3"
7'-1"
20'-11"
26'-5",26'-8"
17'-7":26'-7"
10'-1"
6'-3"
18'-11"
18'-11"
4'-11":9'-1"
23'-9":32'-0"
37'-7":37'-10"
19'-5"
20'-8"
5'-9":10'-3"
6'-10"
19'-10"
25'-9",26'-0"
17'-5":25'-11"
9'-7"
6'-0"
17'-11"
17'-11"
4'-11":8'-1"
23'-7":29'-10"
35'-5":35'-8"
18'-5"
19'-7"
5'-0":9'-3"
6'-7"
18'-10"
25'-3",25'-6"
17'-5":25'-5"
9'-1"
5'-9"
16'-11"
16'-11"
4'-11":7'-0"
23'-7":27'-10"
33'-5":33'-8"
17'-5"
18'-7"
4'-3":8'-2"
6'-4"
17'-9"
24'-10",25'-0"
17'-5":24'-11"
8'-4"
5'-6"
15'-8"
15'-8"
4'-10":6'-0"
23'-7":25'-10"
31'-3":31'-7"
16'-1"
17'-6"
3'-5":7'-2"
6'-4"
16'-8"
24'-4",24'-6"
17'-5":24'-5"
7'-10"
5'-6"
14'-8"
14'-8"
4'-10":5'-0"
23'-7":23'-10"
29'-3":29'-6"
15'-1"
16'-5"
2'-8":6'-2"
16' x 14'
16' x 13'
16' x 12'
16' x 11'
16' x 10'
16' x 9'
16' x 8'
16' x 7'
16' x 6'
16' x 5'
16' x 4'
RCFB 10-20Details
Flume Basin
details and notes.
See Sheet RCFB 11-20 for flume basin
Note:
H = Culvert Height
S = Culvert Span
Bent Bar Details
Table of Flume Basin Dimensions
Estimate of Quantities - Flume Basin
Variable Dimensions
D = pin diameter
Note: All dimensions are out to out.
c1
5h1
5g1
5t1
c2
5b1,5b2,6s1
Estimate of Quantities - Flume Basin
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 10-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
16'-0" Span
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:04 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn RCFB 11-20 11x17_pdf.pltcfg
L
VN
PO
K
RT
RR
UU
R 1'-6"
K (at End of Basin)
S (at Flume Junction)
V + N (at
Flu
me Ju
nction)
O (at
End of
Basin)
T
SK
RL
R
PO
N + V
L
NV
R
" Clr.213
U
U
T4"
1'-6"R
3"
4"
6"
1'-6"R
3"
5h1
@ 1'-0" Spa.
6"
4"
c1, c2 & c3 Bars Spaced @ 6" (See Note 3)
5a1 Bars Spaced @ 1'-0"6"
6"
6"
5t1 Bars
@ 1'-3" Spaces
6f1
& 5f2 Bars Equal
Spa.
@ 1'-0" (±
)
4"
@ Flu
me Ju
nction
5b1
@ 1'-0" (±
) Spa.
1'-0"
3"
6m1 Bars Spaced @ 6"
5b1
5a1
6s1
c3
5b1
6f1 6m1
5f2
5b2
Keyway
Beveled
c3
5f2
5b1 & 5b2
c2
¡ Flume
6m1
5a1
5t1
5g16p1
6m1
5h1
6f1 6s1
5b1
5b2
5t1
6p1
5g1
c1 6m1 6f1 c2 5f2
5h1
c3
c1 or c2
RCFB 11-20Details
Flume Basin
Flume Basin Notes:
Plan View
Longitudinal Section
End Details
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
RC
FB 11-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
16'-0" x 10'-0" Flume Basin Example Shown
16'-0" Span
4. See Sheet RCFB 10-20 for flume basin quantities.
equal to or larger than 8' and 9' respectively.
3. c1 bars are omitted if both "S" and "H" are
2. c2 & c3 bars are lapped.
1. See Sheet RCF 01-20 for general information.
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:05 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 01-20 11x17_pdf.pltcfg
Junction Bell Joint 3' x 3' 4' x 4' 5' x 3' 5' x 4'
3' x 3' 4' x 4' 5' x 3' 5' x 4' 5' x 5' 5' x 6'
5' x 6'
Chute Bell Joint
Concrete (CY)
Concrete (CY)
Bar Location Shape No. Length Weight No. Length Weight No. Length Weight No. Length Weight No. Length Weight
5' x 5'
No. Length Weight
WeightLengthNo.WeightLengthNo.WeightLengthNo.Length WeightNo.WeightLengthNo.Shape No. Length Weight
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Floor Vert.
Floor Vert.
Walls Horiz.
Walls & Floor
5z1
5y2
5y1
5w3
5w1
5z1
5y4
5y3
5w2
Total
Walls
Footing
0.9
0.2
0.7
1.0
0.3
0.7
1.0
0.2
0.8
1.1
0.3
0.8
1.3
0.5
0.8
1.2
0.4
0.8
1.5
0.7
0.8
1.4
0.6
0.8
1.2
0.4
0.8
1.4
0.6
0.8
1.1
0.4
0.7
Total
Walls
Footing
1.6
0.8
0.8
5
5
10
--
3
6
6
12
6
3
7
7
10
--
3
7
7
12
6
3
7
7
16
6
3
7
7
12
3
7
7
10
3
7
7
8
3
7
7
8
3
6
6
8
3
5
5
8
3
Total Weight (LB)
Total Weight (LB)
LocationBar
148
15
32
50
--
51
190
18
39
60
27
46
173
21
45
50
--
57
202
21
45
60
27
49
219
21
45
71
33
49
236
21
45
81
40
49
187
21
44
60
62
172
21
44
50
57
157
21
44
40
52
152
21
44
40
47
145
18
38
40
49
128
15
32
40
41
7
7
14
6
3
S x H M T U BT BU
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
5' x 6'
5' x 5'
5' x 4'
5' x 3'
4' x 4'
3' x 3'
with 5w3 bar
bar spliced
¬ 5w1 or 5w2
5w
1
5w
2
¬
"21S + 2'-8
"4
3H + 2'-3
"4
3M + 1'-5
"2
15
"21
1'-6
"2
11'-5
"211'-5
"2
11'-5
"2
11'-5
"43D=3
4'-0"
1'-1"
1'-5"
"21D=4
1'-5"1'-1"
1'-4"
8"
"211'-1 1'-4"1
'-10"
1'-0" 1'-4"1'-0"
1'-1
0"
"211'-1 1'-4"
7"
"21D=4 "2
1D=2"21D=4
2'-11"
6'-2"
4'-10"
---
16'-4"
2'-11"
6'-2"
4'-10"
4'-4"
14'-9"
2'-11"
6'-2"
4'-10"
---
18'-4"
2'-11"
6'-2"
4'-10"
4'-4"
15'-9"
2'-11"
6'-2"
4'-10"
5'-4"
15'-9"
2'-11"
6'-2"
4'-10"
6'-4"
15'-9"
2'-11"
6'-1"
4'-10"
19'-8"
2'-11"
6'-1"
4'-10"
18'-2"
2'-11"
6'-1"
4'-10"
16'-8"
2'-11"
6'-1"
4'-10"
15'-2"
2'-11"
6'-1"
4'-10"
15'-8"
2'-11"
6'-1"
4'-10"
13'-2"
4'-6"
3'-9"
3'-0"
2'-3"
3'-0"
2'-3"
11"
11"
11"
11"
11"
11"
10"
10"
10"
10"
10"
10"
1'-8"10" 1'-8"10"
5""218 5""2
18
1'-8"10"
5""218
T
M
1'-8"
10"
5""21
8
M + T
T
BT
At Joint
"2
13
" Clr.
213
Clr.
"2
13
"873
Clr.
"41
2
"21
Clr."
21
3
Clr."
41
2
"2
1
"873
" Clr.
213
"873
"2
1
"873
"2
1
U10"
U10"
U10"
BU
10"
T1'-1"
1'-2"
BT
1'-1
"
T
T
1'-1
"
S + 2U + 1'-8"
Spa.
@ 1'-0";
5y3
3"
Spa.
@ 1'-0";
5y1
H + 6"
Min.
Lap
2'-0"
S + 2U + 1'-8"
H + 6"
4"
1'-1"Spa. @ 1'-0"; 5y2, 5z11'-1"
1'-1"Spa. @ 1'-0"; 5y4, 5z11'-1"
10"
10"
10" 10"
10" USU 10"
10" USU 10"
5w3
5w1 or
5y1
Flow Line
5y2
5z1
¡ Flume5w3
5y1
5y2
5w1
5z1
¡ Flume
5y3
5w2
5y4 5z1
5y3
5w2
Flow Line
5z1
5y4
Joint Filler
" Preformed21
5z1
5w2
5y4
5y2
5z1 Joint Filler
" Preformed21
5w1
5y15w3
5w1 or
Joint Filler
" Preformed21
5w25y3
Joint Filler
" Preformed21
B
B
A
A
Details
Flume Bell Joint
Section A-A
Bell Jt.
Part Elev. - Junction
Section B-B
Part Elevation - Chute Bell Jt.
Section C-C
Estimate of Quantities - Flume Bell Joints
Barrel & Chute Dimensions
Bent Bar Details
Notes:
D = pin diameter
Note: All dimensions are out to out.
H = Culvert Height
S = Culvert Span
5w1, 5w2
5z15y45y2
5y1, 5y3
FBJ 01-20
DD
E
E
F
F
C
C
Section D-D Section E-E
Section F-F
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
01-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
3'-0", 4'-0" & 5'-0" Spans4. See Sheet RCF 01-20 for general information.
joints.
3. Floor bars m1 are to be shortened 6" at bell
than shown.
accordingly for wall and floor thicknesses other
reinforcing steel and concrete quantities
2. Change lengths of bars 5w1 and adjust
floor and "BT" barrel floor thicknesses.
"U" flume walls, "BU" barrel walls, "T" flume
1. Dimensions and quantities shown based on Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:07 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 02-20 11x17_pdf.pltcfg
with 5w3 bar
bar spliced
¬ 6w1 or 6w2
6w
1
6w
2
¬
"21D=4
"21D=4 "2
1D=4 "21D=4
"21D=4
"21S + 2U + 1'-6
"4
3H + 2'-5
"4
3M + 1'-7
U + 8"
"2
17
"2
11'-7
"2
11'-7
"2
11'-7
"211'-7
1'-0"
2'-1
"
1'-8"
"211'-3 1'-8"
9"
1'-8"
10"
1'-0"
2'-1
"
"211'-3 1'-8"
4'-7"
1'-9"
1'-9"U + 8"
Junction Bell Joint 6' x 3' 6' x 4'
Chute Bell Joint
Concrete (CY)
Concrete (CY)
Total Weight (LB)
Total Weight (LB)
6' x 3' 6' x 4' 6' x 5'
6' x 5' 6' x 6' 6' x 7'
6' x 6' 6' x 7' 6' x 8'
6' x 8'
Bar Location Shape No. Length Weight No. Length Weight No. Length Weight No. Length No. Length WeightWeightLengthNo.Weight
ShapeLocationBar No. Length Weight No. Length Weight No. Length Weight No. Length Weight WeightLengthNo.WeightLengthNo.
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Total
Walls
Footing
1.6
0.3
1.3
1.9
0.6
1.3
Total
Walls
Footing
6z1
6y2
6y1
6w3
6w1
8
8
10
--
4
8
8
12
8
4
8
8
14
8
4
8
8
16
8
4
1.8
0.5
1.3
1.9
0.6
1.3
2.1
0.8
1.3
2.5
1.2
1.3
2.3
1.0
1.3
2.1
0.8
1.3
8
8
6
--
4
8
8
8
--
4
8
8
10
--
4
8
8
12
8
4
8
8
20
8
4
8
8
18
8
4
8
8
12
8
4
8
8
14
8
4
2.3
1.0
1.3
2.2
0.9
1.3
2.7
1.4
1.3
2.9
1.6
1.3
6z1
6y4
6y3
6w4
6w2
339
39
87
93
--
120
399
39
87
111
52
110
430
39
87
130
64
110
460
39
87
148
76
110
282
39
86
56
--
101
309
39
86
74
--
110
337
39
86
93
--
119
394
39
86
111
48
110
525
39
87
188
100
111
491
39
87
167
88
110
403
39
86
111
57
110
433
39
86
131
66
111
6' x 8'
6' x 7'
6' x 6'
6' x 5'
6' x 4'
6' x 3'
9"
9"
9"
9"
9"
9"
BUBTUTMS x H
3'-3"
7'-3"
6'-2"
---
20'-0"
3'-3"
7'-3"
6'-2"
4'-4"
18'-3"
3'-3"
7'-3"
6'-2"
5'-4"
18'-3"
3'-3"
7'-3"
6'-2"
6'-4"
18'-3"
3'-3"
7'-3"
6'-2"
7'-4"
18'-3"
3'-3"
7'-3"
6'-3"
8'-4"
18'-5"
3'-3"
7'-2"
6'-3"
5'-6"
18'-5"
3'-3"
7'-2"
6'-2"
4'-9"
18'-3"
3'-3"
7'-2"
6'-2"
4'-0"
18'-3"
3'-3"
7'-2"
6'-2"
---
19'-10"
3'-3"
7'-2"
6'-2"
---
18'-4"
3'-3"
7'-2"
6'-2"
---
16'-10"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
2'-3"
11"
11"
11"
11"
11"
11"
10"
9"
9"
9"
9"
9"
10"
10"
10"
10"
10"
10"
BU
T
M
M + T
TAt Joint
"2
13
Clr.
"41
2
Clr.
"2
13
" Clr.
213
"21
Clr."
41
2
" Clr.
213
Clr."
21
3
"2
1
"2
1
"2
1
BT
2'-0"1'-0"
U1'-0"
"4144"4"9"
U1'-0"
2'-0"1'-0"
"4144"4"9"
U1'-0"
U -
BU
1'-0" +
1'-4"
BTT
1'-3"
2'-0"1'-0"
"4144"4"9"
1'-3
"
T
2'-0"
1'-0"
T
1'-3
"
"414
4"4"
9"
Spa.
@ 1'-0";
6y3
Min.
Lap
2'-5"
S + 2U + 2'-0"
S + 2U + 2'-0"
Min.
Lap
2'-5"
3"
H + 6"
Spa.
@ 1'-0";
6y1
H + 6"
4"
U + 6"Spa. @ 1'-0"; 6y2, 6z1U + 6"
U + 6"Spa. @ 1'-0"; 6y4, 6z1U + 6"
1'-0" USU 1'-0"
1'-0" USU 1'-0"
1'-0"
1'-0"
1'-0" 1'-0"
6w3
6w1 or
6y1
Flow Line
6y2
6z1
6w3
6y1
¡ Flume
6y2
6w1
6z1
¡ Flume6w4
6y3
6w2
6y4 6z16z1
Flow Line
6w4
6w2 or
6y3
6y4
Joint Filler
" Preformed21
6z1
6y4
6w2
6z1 Joint Filler
" Preformed21
6y2
6w1
Joint Filler
" Preformed21
6w4
6w2 or6y3
6w3
6w1 or6y1
Joint Filler
" Preformed21
B
B
A
A
Details
Flume Bell Joint
Notes:
D = pin diameter
Note: All dimensions are out to out.
Section C-C
Part Elevation - Chute Bell Jt.
Section B-B
Section A-A
Bell Jt.
Part Elev. - Junction
Bent Bar Details
Barrel & Chute Dimensions
Estimate of Quantities - Flume Bell Joints
6w1, 6w2
6y2 6y4 6z1
H = Culvert Height
S = Culvert Span
6y1, 6y3
FBJ 02-20
Section F-F
Section E-E
Section D-D
D D
E
E
C
C
F
F
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
02-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
6'-0" Span
4. See Sheet RCF 01-20 for general information.
3. Floor bars m1 are to be shortened 6" at bell joints.
and floor thicknesses other than shown.
steel and concrete quantities accordingly for wall
2. Change lengths of bars 6w1 and adjust reinforcing
and "BT" barrel floor thicknesses.
"U" flume walls, "BU" barrel walls, "T" flume floor
1. Dimensions and quantities shown based on
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:12 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 03-20 11x17_pdf.pltcfg
Junction Bell Joint 8' x 4' 8' x 5' 8' x 6' 8' x 7' 8' x 8' 8' x 9' 8' x 10'
Total Weight (LB)
Concrete (CY)
Chute Bell Joint
Concrete (CY)
Bar Location Shape No. Length Weight No. Length Weight No. Length Weight No. Length Weight No. Length Weight WeightLengthNo.WeightLengthNo.
No. Length Weight No. Length WeightWeightLengthNo.WeightLengthNo.WeightLengthNo.ShapeLocationBar No. Length Weight No. Length Weight
6z1
6y2
6y1
6w3
6w1
10
10
12
8
4
10
10
14
8
4
10
10
16
8
4
10
10
18
8
4
10
10
20
8
4
10
10
24
8
4
10
10
22
8
4
6z1
6y4
6y3
6w4
6w2
10
10
8
--
4
10
10
10
--
4
10
10
12
8
4
10
10
12
8
4
10
10
14
8
4
10
10
16
8
4
10
10
18
8
4
2.9
1.3
1.6
2.8
1.2
1.6
2.6
1.0
1.6
2.4
0.9
1.5
2.3
0.8
1.5
2.1
0.6
1.5
Total
Walls
Footing
2.0
0.5
1.5
2.4
0.8
1.6
2.6
1.0
1.6
2.8
1.2
1.6
3.0
1.4
1.6
3.2
1.6
1.6
3.4
1.8
1.6
3.5
1.9
1.6
8' x 10'8' x 9'8' x 8'
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Total Weight (LB)
Total
Walls
Footing
8' x 7'8' x 6'8' x 5'8' x 4'
479
51
111
130
64
123
448
51
111
111
52
123
509
51
111
148
76
123
540
51
111
167
88
123
574
51
111
188
100
124
605
51
111
207
112
124
635
51
111
225
124
124
538
51
110
169
84
124
510
51
110
150
75
124
482
51
110
131
66
124
452
51
110
111
57
123
443
51
110
111
48
123
386
51
110
93
--
132
358
51
110
74
--
123
S x H M T U BT BU
8' x 10'
8' x 9'
8' x 8'
8' x 7'
8' x 6'
8' x 5'
8' x 4'
3'-5"
7'-5"
6'-2"
4'-4"
20'-5"
3'-5"
7'-5"
6'-2"
5'-4"
20'-5"
3'-5"
7'-5"
6'-2"
6'-4"
20'-5"
3'-5"
7'-5"
6'-2"
7'-4"
20'-5"
3'-5"
7'-5"
6'-3"
8'-4"
20'-7"
3'-5"
7'-5"
6'-3"
9'-4"
20'-7"
3'-5"
7'-5"
6'-3"
10'-4"
20'-7"
3'-5"
7'-4"
6'-3"
7'-0"
20'-7"
3'-5"
7'-4"
6'-3"
6'-3"
20'-7"
3'-5"
7'-4"
6'-3"
5'-6"
20'-7"
3'-5"
7'-4"
6'-2"
4'-9"
20'-5"
3'-5"
7'-4"
6'-2"
4'-0"
20'-5"
3'-5"
7'-4"
6'-2"
---
22'-0"
3'-5"
7'-4"
6'-2"
---
20'-6"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
10"
10"
10"
9"
9"
9"
9"
11"
11"
11"
11"
11"
11"
11"
10"
9"
9"
9"
9"
9"
9"
"21D=4
"21D=4
"21D=4 "2
1D=4 "21D=4
with 5w3 bar
bar spliced
¬ 6w1 or 6w2
6w
2
¬
"21S + 2U + 1'-6
"4
3M + 1'-8
U + 8"
"2
17
"2
11'-8
"21
2'-2
"211'-8
"2
11'-8
"2
11'-8
"21
2'-2
4'-8"
1'-9"
1'-9"U + 8"
"211'-4 1'-8"
1'-8"1'-0"
10"
1'-8"1'-0"
9"
"211'-4 1'-8"
BU
T
M
M + T
TAt Joint
"2
13
Clr.
"41
2
Clr.
"2
13
"21
" Clr.
213
"2
1
Clr."
41
2
Clr."
21
3
" Clr.
213
"2
1
"2
1
BT
2'-0"1'-0"
"4144"4"9"
U1'-0"
U1'-0"
2'-0"1'-0"
U1'-0"
U -
BU
1'-0" +
"4144"4"9"
1'-4"
BT
2'-0"1'-0"
T1'-3"
"4144"4"9"
1'-3
"
T
2'-0"
1'-0"
T
1'-3
"
"414
4"4"
9"
S + 2U + 2'-0"
Spa.
@ 1'-0";
6y3
Min.
Lap
2'-5"
S + 2U + 2'-0"
H + 6"
Min.
Lap
2'-5"
Spa.
@ 1'-0";
6y1
3"
H + 6"
4"
U + 6"Spa. @ 1'-0"; 6y2, 6z1U + 6"
U + 6"Spa. @ 1'-0"; 6y4, 6z1U + 6"
1'-0" USU 1'-0"
1'-0" USU 1'-0"
1'-0"
1'-0"
1'-0"1'-0"
6w3
6w1 or
6y1
Line
Flow
6y2
6z1
6w3
6y1
¡ Flume
6y2
6w1
6z1
6w4
6y3
6w2
6y4
¡ Flume
6z1
6w4
6w2 or
Flow Line
6y4
6z1
6y3
Joint Filler
" Preformed21
6z1
6y4
6w2
Joint Filler
" Preformed21
6z1
6y2
6w1
Joint Filler
" Preformed21
6w3
6w1 or6y1
6w4
6w2 or6y3
Joint Filler
" Preformed21
A
A
B
B
Details
Flume Bell Joint
Notes:
H = Culvert Height
S = Culvert Span
Estimate of Quantities - Flume Bell Joints
Barrel & Chute Dimensions
Bent Bar Details
Section C-C
Part Elevation - Chute Bell Jt.
Section B-B
Section A-A
Bell Jt.
Part Elev. - Junction
D = pin diameter
Note: All dimensions are out to out.
6w1, 6w2
6y2 6y4 6z1
6y1, 6y3
D D
E
E
C
C
F
F
Section F-F
Section E-E
Section D-D
FBJ 03-20
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
03-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
8'-0" Span4. See Sheet RCF 01-20 for general information.
3. Floor bars m1 are to be shortened 6" at bell joints.
and floor thicknesses other than shown.
steel and concrete quantities accordingly for wall
2. Change lengths of bars 6w1 and adjust reinforcing
and "BT" barrel floor thicknesses.
"U" flume walls, "BU" barrel walls, "T" flume floor
1. Dimensions and quantities shown based on
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:14 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 04-20 11x17_pdf.pltcfg
6z1
6y2
6y1
6w3
6w1
12
12
12
8
4
12
12
14
8
4
12
12
16
8
4
12
12
18
8
4
12
12
20
8
4
12
12
22
8
4
12
12
24
8
4
12
12
26
8
4
12
12
28
8
4
12
12
20
8
4
12
12
18
8
4
12
12
18
8
4
12
12
16
8
4
12
12
14
8
4
12
12
8
--
4
12
12
10
--
4
12
12
12
8
4
12
12
12
8
4
Junction Bell Joint
Bar Location Shape No. Length
10' x 4'
Weight No. Length
10' x 5'
Weight No. Length
10' x 6'
Weight No. Length
10' x 7'
Weight No. Length
10' x 8'
Weight No. Length
10' x 9'
Weight No. Length
10' x 10'
Weight No. Length
10' x 11'
Weight WeightLengthNo.
10' x 12'
Concrete (CY)
Total Weight (LB)
Chute Bell Joint
LocationBar
Concrete (CY)
Total Weight (LB)
Shape No. Length
10' x 4'
Weight No. Length Weight
10' x 5'
No. Length Weight
10' x 6'
No. Length Weight
10' x 7'
Length WeightNo.
10' x 8' 10' x 9'
No. Length Weight No. Length Weight
10' x 10'
WeightLengthNo.
10' x 12'
WeightLengthNo.
10' x 11'
871
74
164
340
148
145
827
74
164
309
136
144
787
74
164
282
124
143
752
74
164
259
112
143
716
74
164
235
100
143
675
74
164
207
88
142
605
74
164
161
64
142
640
74
164
184
76
142
570
74
164
138
52
142
470
74
162
92
--
142
502
74
162
115
--
151
564
74
162
138
48
142
573
74
162
138
57
142
610
74
162
165
66
143
642
74
162
188
75
143
726
74
162
243
102
145
687
74
162
214
93
144
675
74
162
212
84
143
5.4
2.5
2.9
5.1
2.3
2.8
6.2
3.3
2.9
6.5
3.6
2.9
5.9
3.0
2.9
4.8
2.0
2.8
4.6
1.8
2.8
5.6
2.7
2.9
5.3
2.4
2.9
4.4
1.6
2.8
4.2
1.4
2.8
4.9
2.1
2.8
4.7
1.9
2.8
4.0
1.2
2.8
4.1
1.3
2.8
4.4
1.6
2.8
3.8
1.0
2.8
3.6
0.8
2.8
Total
Walls
Footing
Total
Walls
Footing
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
6z1
6y4
6y3
6w4
6w2
10' x 12'
10' x 11'
10' x 10'
10' x 9'
10' x 8'
10' x 7'
10' x 6'
10' x 5'
10' x 4'
BUBTUTMS x H
6w
2
¬
6w4 bar
with 6w3 or
bar spliced
¬ 6w1 or 6w2
"21D=4
"21D=4
"21D=4 "2
1D=4 "21D=4
"21S + 2U + 2'-0
"4
3M + 2'-0
"2
1U + 10
"2
110
2'-3"
2'-3""21U + 10
"212'-0
"2
12'-0
"2
12'-0
"2
12'-0
1'-0" 2'-2"
1'-0"
2'-8
"
"211'-8 2'-2"
1'-0"
2'-8
"
"211'-8 2'-2"
1'-1"
2'-2"
T + 3'-11"
4'-1"
9'-1"
7'-8"
4'-4"
23'-7"
4'-1"
9'-1"
7'-8"
5'-4"
23'-7"
4'-1"
9'-1"
7'-8"
6'-4"
23'-7"
4'-1"
9'-1"
7'-8"
7'-4"
23'-7"
4'-1"
9'-1"
7'-10"
8'-4"
23'-9"
4'-1"
9'-1"
7'-10"
9'-4"
23'-9"
4'-1"
9'-1"
7'-10"
10'-4"
23'-9"
4'-1"
9'-1"
7'-11"
11'-4"
23'-11"
4'-1"
9'-1"
8'-1"
12'-4"
24'-1"
4'-1"
9'-0"
8'-1"
8'-6"
24'-1"
4'-1"
9'-0"
7'-11"
7'-9"
23'-11"
4'-1"
9'-0"
7'-10"
7'-0"
23'-9"
4'-1"
9'-0"
7'-10"
6'-3"
23'-9"
4'-1"
9'-0"
7'-10"
5'-6"
23'-9"
4'-1"
9'-0"
7'-8"
4'-9"
23'-7"
4'-1"
9'-0"
7'-8"
4'-0"
23'-7"
4'-1"
9'-0"
7'-8"
---
25'-2"
4'-1"
9'-0"
7'-8"
---
23'-8"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
11"
10"
9"
9"
9"
9"
9"
9"
U -
BU
1'-3" +
BU
T
M
M + T
At Joint
Clr.
"41
2
Clr.
"2
13
" Clr.
213
"21
"2
1
"2
1
Clr."
41
2
"2
1
Clr."
21
3
" Clr.
213
"2
13
BT
T
T
1'-6
"
2'-6"
1'-3"
"414
5"5"
1'-1"
1'-6
"
T
2'-6"1'-3"
U1'-3"
U1'-3"
2'-6"1'-3"
"4145"5"1'-1"
U1'-3"
T1'-6"
2'-6"1'-3"
"4145"5"1'-1"
1'-7"
BT
Spa.
@ 1'-0";
6y3
Min.
Lap
2'-5"
S + 2U + 2'-6"
3"
H + 6"
Spa.
@ 1'-0";
6y1
Min.
Lap
2'-5"
S + 2U + 2'-6"H + 6"
4"
"4145"5"1'-1"
U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9"
U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"
1'-3" USU 1'-3"1'-3"USU1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
6z1
Joint Filler
" Preformed21
6w4
6w2 or6y3
Joint Filler
" Preformed21
6w2
6y4
6z1
Joint Filler
" Preformed21
6w3
6w1 or6y1
Joint Filler
" Preformed21
6z1
6y2
6w1
6w4
6w2 or
Flow Line
6y3
6y4
6z1
¡ Flume
6w4
6y3
6w2
6y4
¡ Flume6w3
6y1
6w1
6y2
6z1
6w3
6w1 or
6y1
Line
Flow
6y2
6z1
A
A
B
B
Section A-A
Section B-B
Estimate of Quantities - Flume Bell Joints
Barrel & Chute Dimensions
Details
Flume Bell Joint
Notes:
H = Culvert Height
S = Culvert Span
Part Elevation - Chute Bell Jt.
Part Elev. - Junction Bell Jt.Section C-C
Bent Bar Details
D = pin diameter
Note: All dimensions are out to out.
6w1, 6w2
6y2 6y4 6z1
6y1, 6y3
D D
E
E
C
C
F
F
Section F-FSection E-E
Section D-D
FBJ 04-20
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
04-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
10'-0" Span
4. See Sheet RCF 01-20 for general information.
3. Floor bars m1 are to be shortened 6" at bell joints.
and floor thicknesses other than shown.
steel and concrete quantities accordingly for wall
2. Change lengths of bars 6w1 and adjust reinforcing
and "BT" barrel floor thicknesses.
"U" flume walls, "BU" barrel walls, "T" flume floor
1. Dimensions and quantities shown based on
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:16 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 05-20 11x17_pdf.pltcfg
6z1
6y2
6y1
6w3
6w1
14
14
12
8
4
14
14
14
8
4
14
14
16
8
4
14
14
18
8
4
14
14
20
8
4
14
14
22
8
4
14
14
24
8
4
14
14
26
8
4
14
14
28
8
4
14
14
20
8
4
14
14
18
8
4
14
14
18
8
4
14
14
16
8
4
14
14
14
8
4
14
14
8
--
4
14
14
10
--
4
14
14
12
8
4
14
14
12
8
4
Junction Bell Joint
Bar Location Shape No. Length
12' x 4'
Weight No. Length
12' x 5'
Weight No.
12' x 6'
Length Weight No. Length
12' x 7'
Total Weight (LB)
Concrete (CY)
Chute Bell Joint
LocationBar
Concrete (CY)
Total Weight (LB)
Shape No.
12' x 4'
Length Weight No. Length
12' x 5'
Weight No. Length
12' x 6'
Weight No. Length
12' x 7'
Weight No. Length
12' x 8'
Weight
Weight No. Length
12' x 8'
Weight No. Length
12' x 9'
Weight No. Length
12' x 10'
Weight No.
12' x 11'
Length Weight No. Length
12' x 12'
Weight
Length
12' x 12'
WeightNo.
12' x 11'
Length WeightNo.WeightLengthNo.
12' x 10'12' x 9'
WeightLengthNo.
928
89
193
340
148
158
884
89
193
309
136
157
844
89
193
282
124
156
809
89
193
259
112
156
773
89
193
235
100
156
732
89
193
207
88
155
627
89
193
138
52
155
662
89
193
161
64
155
697
89
193
184
76
155
527
89
191
92
--
155
559
89
191
115
--
164
621
89
191
138
48
155
630
89
191
138
57
155
667
89
191
165
66
156
783
89
191
243
102
158
744
89
191
214
93
157
732
89
191
212
84
156
699
89
191
188
75
156
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
6z1
6y4
6y3
6w4
6w2
Total
Walls
Footing
4.6
1.3
3.3
4.9
1.6
3.3
5.2
1.9
3.3
5.4
2.1
3.3
5.7
2.4
3.3
6.0
2.7
3.3
7.0
3.6
3.4
6.6
3.3
3.3
6.3
3.0
3.3
5.8
2.5
3.3
5.6
2.3
3.3
5.2
2.0
3.2
5.0
1.8
3.2
4.8
1.6
3.2
4.6
1.4
3.2
Total
Walls
Footing
4.0
0.8
3.2
4.2
1.0
3.2
4.4
1.2
3.2
12' x 12'
12' x 11'
12' x 10'
12' x 9'
12' x 8'
12' x 7'
12' x 6'
12' x 5'
12' x 4'
S x H M T U BUBT
4'-3"
9'-2"
7'-8"
4'-4"
25'-9"
4'-3"
9'-2"
7'-8"
5'-4"
25'-9"
4'-3"
9'-2"
7'-8"
6'-4"
25'-9"
4'-3"
9'-2"
7'-8"
7'-4"
25'-9"
4'-3"
9'-2"
7'-10"
8'-4"
25'-11"
4'-3"
9'-2"
7'-10"
9'-4"
25'-11"
4'-3"
9'-2"
7'-10"
10'-4"
25'-11"
4'-3"
9'-2"
7'-11"
11'-4"
26'-1"
4'-3"
9'-2"
8'-1"
12'-4"
26'-3"
4'-3"
9'-1"
8'-1"
8'-6"
26'-3"
4'-3"
9'-1"
7'-11"
7'-9"
26'-1"
4'-3"
9'-1"
7'-10"
7'-0"
25'-11"
4'-3"
9'-1"
7'-10"
6'-3"
25'-11"
4'-3"
9'-1"
7'-10"
5'-6"
25'-11"
4'-3"
9'-1"
7'-8"
4'-0"
25'-9"
4'-3"
9'-1"
7'-8"
---
27'-4"
4'-3"
9'-1"
7'-8"
---
25'-10"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-0"
11"
10"
9"
9"
9"
9"
9"
9"
6w4 bar
with 6w3 or
bar spliced
¬ 6w1 or 6w2
6w
2
¬
"21D=4
"21D=4
"21D=4 "2
1D=4 "21D=4
"21S + 2U + 2'-0
"4
3M + 2'-1
"2
1U + 10
"2
110
"212'-1
"2
12'-1
"2
12'-1
"2
12'-1
1'-0" 2'-2"
1'-0"
2'-9
"
"411'-9 2'-2"
2'-2"1'-0"
2'-9
"
"411'-9 2'-2"
1'-1"
2'-3"
2'-3""21U + 10
BU
T
M
M + T
T
BT
At Joint
"2
13
Clr."
41
2
Clr."
21
3
" Clr.
213
"2
1"
21
Clr.
"41
2
Clr.
"2
13
" Clr.
213
"21
"2
1
T
1'-6
"
2'-6"
1'-3"
"414
5"5"
1'-1"
1'-6
"
T
2'-6"1'-3"
"4145"5"1'-1"
U1'-3"
U1'-3"
U -
BU
1'-3" +
U1'-3"
"4145"5"1'-1"
2'-6"1'-3"
1'-7"
BTT
1'-6"
2'-6"1'-3"
"4145"5"1'-1"
Spa.
@ 1'-0";
6y3
Min.
Lap
2'-5"
S + 2U + 2'-6"
3"
H + 6"
Spa.
@ 1'-0";
6y1
Min.
Lap
2'-5"
S + 2U + 2'-6"4"
H + 6"
4'-3"
9'-1"
7'-8"
4'-9"
25'-9"
T + 3'-11"
U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9"
U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"
1'-3"
1'-3"
1'-3"
1'-3"
USU1'-3" 1'-3"1'-3" USU 1'-3"
6w4
6w2 or
6w2
6w1
6w3
6w1 or6y3
Joint Filler
" Preformed21
6z1
6y4
Joint Filler
" Preformed21
Joint Filler
" Preformed21
6y1
Joint Filler
" Preformed21
6z1
6y2
6y3
6w4
6w2 or
Flow Line
6z1
6y4
6w4
6y3
6w2
6y4
¡ Flume
6z1
6w3
6y1
¡ Flume
6w1
6y2 6z1
6w3
6w1 or
6y1
Line
Flow
6y2
6z1
A
A
B
B
Details
Flume Bell Joint
Notes:
Estimate of Quantities - Flume Bell Joints
Barrel & Chute Dimensions
Bent Bar Details
Section C-C
Part Elevation - Chute Bell Jt.
Part Elev. - Junction Bell Jt.
Section B-B
Section A-A
D = pin diameter
Note: All dimensions are out to out.
6w1, 6w2
6y2 6y4 6z1
H = Culvert Height
S = Culvert Span
6y1, 6y3
D D
E
E
C
C
F
F
FBJ 05-20
Section F-FSection E-E
Section D-D
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
05-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
12'-0" Span
4. See Sheet RCF 01-20 for general information.
3. Floor bars m1 are to be shortened 6" at bell joints.
and floor thicknesses other than shown.
steel and concrete quantities accordingly for wall
2. Change lengths of bars 6w1 and adjust reinforcing
and "BT" barrel floor thicknesses.
"U" flume walls, "BU" barrel walls, "T" flume floor
1. Dimensions and quantities shown based on
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:18 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 06-20 11x17_pdf.pltcfg
6z1
6y2
6y1
6w3
6w1
Junction Bell Joint
Bar Location Shape No. Length
14' x 4'
Weight No. Length
14' x 5'
Weight No.
14' x 6'
Length Weight No. Length
14' x 7'
Total Weight (LB)
Concrete (CY)
Chute Bell Joint
LocationBar
Concrete (CY)
Total Weight (LB)
Shape No.
14' x 4'
Length Weight No. Length
14' x 5'
Weight No. Length
14' x 6'
Weight No. Length
14' x 7'
Weight No. Length
14' x 8'
Weight
Weight No. Length
14' x 8'
Weight No. Length
14' x 9'
Weight No. Length
14' x 10'
Weight No.
14' x 11'
Length Weight No. Length
14' x 12'
Weight
Length
14' x 12'
WeightNo.
14' x 11'
Length WeightNo.WeightLengthNo.
14' x 10'14' x 9'
WeightLengthNo.
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
6z1
6y4
6y3
6w4
6w2
Total
Walls
Footing
4.9
1.3
3.6
5.2
1.6
3.6
5.5
1.9
3.6
5.7
2.1
3.6
6.0
2.4
3.6
6.3
2.7
3.6
7.3
3.6
3.7
7.0
3.3
3.7
6.6
3.0
3.6
6.1
2.5
3.6
5.9
2.3
3.6
5.5
2.0
3.5
5.3
1.8
3.5
5.1
1.6
3.5
4.9
1.4
3.5
Total
Walls
Footing
4.3
0.8
3.5
4.5
1.0
3.5
4.7
1.2
3.5
S x H M T U BUBT
6w4 bar
with 6w3 or
bar spliced
¬ 6w1 or 6w2
6w
2
¬
"21D=4
"21D=4
"21D=4 "2
1D=4 "21D=4
"21S + 2U + 2'-0
"4
3M + T + 11
"2
1U + 10
"2
110
"212'-1
"2
12'-1
"2
12'-1
"2
12'-1
1'-0" 2'-2"
1'-0"
2'-9
"
"411'-9 2'-2"
2'-2"1'-0"
2'-9
"
"411'-9 2'-2"
1'-1"
2'-3"
2'-3""21U + 10
T + 3'-11"
No.
14' x 13'
Length Weight No. Length
14' x 14'
Weight
Length
14' x 14'
WeightNo.
14' x 13'
Length WeightNo.
7.8
4.1
3.7
7.6
3.9
3.7
6.5
2.9
3.6
6.3
2.7
3.6
10'-6"
9'-9"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
1'-3"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-1"
1'-0"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
1'-2"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
16
16
12
8
4
4'-3"
9'-2"
7'-8"
4'-4"
27'-9"
16
16
14
8
4
4'-3"
9'-2"
7'-8"
5'-4"
27'-9"
16
16
16
8
4
4'-3"
9'-2"
7'-8"
6'-4"
27'-9"
16
16
18
8
4
4'-3"
9'-2"
7'-8"
7'-4"
27'-9"
16
16
20
8
4
4'-3"
9'-2"
7'-10"
8'-4"
27'-11"
16
16
22
8
4
4'-3"
9'-2"
7'-10"
9'-4"
27'-11"
16
16
24
8
4
4'-3"
9'-2"
7'-10"
10'-4"
27'-11"
16
16
26
8
4
4'-3"
9'-2"
7'-11"
11'-4"
28'-1"
16
16
28
8
4
4'-3"
9'-2"
8'-1"
12'-4"
28'-3"
16
16
30
8
4
4'-3"
9'-2"
8'-1"
13'-4"
28'-3"
16
16
32
8
4
4'-3"
9'-2"
8'-2"
14'-4"
28'-7"
4'-3"
9'-1"
8'-2"
10'-0"
28'-7"
16
16
24
8
4
4'-3"
9'-1"
8'-1"
9'-3"
28'-3"
16
16
22
8
4
4'-3"
9'-1"
8'-1"
8'-6"
28'-3"
16
16
20
8
4
4'-3"
9'-1"
7'-11"
7'-9"
28'-1"
16
16
18
8
4
4'-3"
9'-1"
7'-10"
7'-0"
27'-11"
16
16
18
8
4
4'-3"
9'-1"
7'-10"
6'-3"
27'-11"
16
16
16
8
4
4'-3"
9'-1"
7'-10"
5'-6"
27'-11"
16
16
14
8
4
4'-3"
9'-1"
7'-8"
4'-9"
27'-9"
16
16
12
8
4
4'-3"
9'-1"
7'-8"
4'-0"
27'-9"
16
16
12
8
4
4'-3"
9'-1"
7'-8"
--
29'-4"
16
16
10
--
4
4'-3"
9'-1"
7'-8"
--
27'-10"
16
16
8
--
4
579
102
218
92
--
167
611
102
218
115
--
176
673
102
218
138
48
167
682
102
218
138
57
167
719
102
218
165
66
168
751
102
218
188
75
168
784
102
218
212
84
168
796
102
218
214
93
169
835
102
218
243
102
170
868
102
218
267
111
170
906
102
218
294
120
172
1059
102
220
393
172
172
1016
102
220
364
160
170
980
102
220
340
148
170
936
102
220
309
136
169
896
102
220
282
124
168
861
102
220
259
112
168
825
102
220
235
100
168
784
102
220
207
88
167
749
102
220
184
76
167
714
102
220
161
64
167
679
102
220
138
52
167
14' x 14'
14' x 13'
14' x 12'
14' x 11'
14' x 10'
14' x 9'
14' x 8'
14' x 7'
14' x 6'
14' x 5'
14' x 4'
1'-2"
1'-1"
1'-0"
11"
10"
9"
9"
9"
9"
9"
9"
Details
Flume Bell Joint
Estimate of Quantities - Flume Bell Joints
Barrel & Chute DimensionsBent Bar Details
D = pin diameter
Note: All dimensions are out to out.
6w1, 6w2
6y2 6y4 6z1
H = Culvert Height
S = Culvert Span
6y1, 6y3
FBJ 06-20
joint details.
See Sheet FBJ 07-20 for flume bell
Note:
Notes:
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
06-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
14'-0" Span
4. See Sheet RCF 01-20 for general information.
3. Floor bars m1 are to be shortened 6" at bell joints.
and floor thicknesses other than shown.
steel and concrete quantities accordingly for wall
2. Change lengths of bars 6w1 and adjust reinforcing
and "BT" barrel floor thicknesses.
"U" flume walls, "BU" barrel walls, "T" flume floor
1. Dimensions and quantities shown based on
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:20 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 07-20 11x17_pdf.pltcfg
BU
T
M
M + T
T
BT
At Joint
"2
13
Clr."
41
2
Clr."
21
3
" Clr.
213
"2
1"
21
Clr.
"41
2
Clr.
"2
13
" Clr.
213
"21
"2
1
T
1'-6
"
2'-6"
1'-3"
"414
5"5"
1'-1"
1'-6
"
T
2'-6"1'-3"
"4145"5"1'-1"
U1'-3"
U1'-3"
U -
BU
1'-3" +
U1'-3"
"4145"5"1'-1"
2'-6"1'-3"
1'-7"
BTT
1'-6"
2'-6"1'-3"
"4145"5"1'-1"
Spa.
@ 1'-0";
6y3
Min.
Lap
2'-5"
S + 2U + 2'-6"
3"
H + 6"
Spa.
@ 1'-0";
6y1
Min.
Lap
2'-5"
S + 2U + 2'-6"
4"
H + 6"
U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9" U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"
1'-3"
1'-3"
1'-3"
1'-3"
USU1'-3" 1'-3"
1'-3" USU 1'-3"
6w4
6w2 or
6w2
6w1
6w3
6w1 or6y3
Joint Filler
" Preformed21
6z1
6y4
Joint Filler
" Preformed21
Joint Filler
" Preformed21
6y1
Joint Filler
" Preformed21
6z1
6y2
6y3
6w4
6w2 or
Flow Line
6z1
6y4
6w4
6y3
6w2
6y4
¡ Flume
6z1
6w3
6y1
¡ Flume
6w1
6y2 6z1
6w3
6w1 or
6y1
Line
Flow
6y2
6z1
A
A
B
B
Details
Flume Bell JointSection C-C
Part Elevation - Chute Bell Jt.
Part Elev. - Junction Bell Jt.
Section B-B Section A-A
D D
E
E
C
C
F
F
FBJ 07-20
Section F-FSection E-E
Section D-D
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
07-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
14'-0" Span
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:21 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 08-20 11x17_pdf.pltcfg
6z1
6y2
6y1
6w3
6w1
Junction Bell Joint
Bar Location Shape No. Length
16' x 4'
Weight No. Length
16' x 5'
Weight No.
16' x 6'
Length Weight No. Length
16' x 7'
Total Weight (LB)
Concrete (CY)
Chute Bell Joint
LocationBar
Concrete (CY)
Total Weight (LB)
Shape No.
16' x 4'
Length Weight No. Length
16' x 5'
Weight No. Length
16' x 6'
Weight No. Length
16' x 7'
Weight No. Length
16' x 8'
Weight
Weight No. Length
16' x 8'
Weight No. Length
16' x 9'
Weight No. Length
16' x 10'
Weight No.
16' x 11'
Length Weight No. Length
16' x 12'
Weight
Length
16' x 12'
WeightNo.
16' x 11'
Length WeightNo.WeightLengthNo.
16' x 10'16' x 9'
WeightLengthNo.
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
Floor Vert.
Floor Vert.
Walls Horiz.
Walls Vert.
Walls & Floor
6z1
6y4
6y3
6w4
6w2
Total
Walls
Footing
5.3
1.3
4.0
5.6
1.6
4.0
5.9
1.9
4.0
6.1
2.1
4.0
6.4
2.4
4.0
6.7
2.7
4.0
7.7
3.6
4.1
7.3
3.3
4.0
7.0
3.0
4.0
6.4
2.5
3.9
6.2
2.3
3.9
5.9
2.0
3.9
5.7
1.8
3.9
5.5
1.6
3.9
5.2
1.4
3.8
Total
Walls
Footing
4.6
0.8
3.8
4.8
1.0
3.8
5.0
1.2
3.8
S x H M T U BUBT
6w4 bar
with 6w3 or
bar spliced
¬ 6w1 or 6w2
6w
2
¬
"21D=4
"21D=4
"21D=4 "2
1D=4 "21D=4
"21S + 2U + 2'-0
"4
3M + T + 11
"2
1U + 10
"2
110
"212'-1
"2
12'-1
"2
12'-1
"2
12'-1
1'-0" 2'-2"
1'-0"
2'-9
"
"411'-9 2'-2"
2'-2"1'-0"
2'-9
"
"411'-9 2'-2"
1'-1"
2'-3"
2'-3""21U + 10
T + 3'-11"
No.
16' x 13'
Length Weight No. Length
16' x 14'
Weight
Length
16' x 14'
WeightNo.
16' x 13'
Length WeightNo.
8.2
4.1
4.1
8.0
3.9
4.1
6.9
2.9
4.0
6.6
2.7
3.9
10'-6"
9'-9"
9'-0"
8'-3"
7'-6"
6'-9"
6'-0"
5'-3"
4'-6"
3'-9"
3'-0"
1'-3"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-1"
1'-0"
1'-0"
11"
10"
10"
10"
9"
9"
9"
9"
1'-2"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
1'-1"
18
18
12
8
4
4'-3"
9'-2"
7'-8"
4'-4"
29'-9"
18
18
14
8
4
4'-3"
9'-2"
7'-8"
5'-4"
29'-9"
18
18
16
8
4
4'-3"
9'-2"
7'-8"
6'-4"
29'-9"
18
18
18
8
4
4'-3"
9'-2"
7'-8"
7'-4"
29'-9"
18
18
20
8
4
4'-3"
9'-2"
7'-10"
8'-4"
29'-11"
18
18
22
8
4
4'-3"
9'-2"
7'-10"
9'-4"
29'-11"
18
18
24
8
4
4'-3"
9'-2"
7'-10"
10'-4"
29'-11"
18
18
26
8
4
4'-3"
9'-2"
7'-11"
11'-4"
30'-1"
18
18
28
8
4
4'-3"
9'-2"
8'-1"
12'-4"
30'-3"
18
18
30
8
4
4'-3"
9'-2"
8'-1"
13'-4"
30'-3"
18
18
32
8
4
4'-3"
9'-2"
8'-2"
14'-4"
30'-7"
1112
115
248
393
172
184
1069
115
248
364
160
182
1033
115
248
340
148
182
989
115
248
309
136
181
949
115
248
282
124
180
914
115
248
259
112
180
878
115
248
235
100
180
837
115
248
207
88
179
802
115
248
184
76
179
767
115
248
161
64
179
732
115
248
138
52
179
632
115
246
92
--
179
664
115
246
115
--
188
726
115
246
138
48
179
735
115
246
138
57
179
772
115
246
165
66
180
804
115
246
188
75
180
837
115
246
212
84
180
849
115
246
214
93
181
888
115
246
243
102
182
921
115
246
267
111
182
959
115
246
294
120
184
4'-3"
9'-1"
8'-2"
10'-0"
30'-7"
18
18
24
8
4
4'-3"
9'-1"
8'-1"
9'-3"
30'-3"
18
18
22
8
4
4'-3"
9'-1"
8'-1"
8'-6"
30'-3"
18
18
20
8
4
4'-3"
9'-1"
7'-11"
7'-9"
30'-1"
18
18
18
8
4
4'-3"
9'-1"
7'-10"
7'-0"
29'-11"
18
18
18
8
4
4'-3"
9'-1"
7'-10"
6'-3"
29'-11"
18
18
16
8
4
4'-3"
9'-1"
7'-10"
5'-6"
29'-11"
18
18
14
8
4
4'-3"
9'-1"
7'-8"
4'-9"
29'-9"
18
18
12
8
4
4'-3"
9'-1"
7'-8"
4'-0"
29'-9"
18
18
12
8
4
4'-3"
9'-1"
7'-8"
--
31'-4"
18
18
10
--
4
4'-3"
9'-1"
7'-8"
--
29'-10"
18
18
8
--
4
16' x 14'
16' x 13'
16' x 12'
16' x 11'
16' x 10'
16' x 9'
16' x 8'
16' x 7'
16' x 6'
16' x 5'
16' x 4'
1'-2"
1'-1"
1'-0"
11"
10"
9"
9"
9"
9"
9"
9"
Details
Flume Bell Joint
Estimate of Quantities - Flume Bell Joints
Barrel & Chute DimensionsBent Bar Details
D = pin diameter
Note: All dimensions are out to out.
6w1, 6w2
6y2 6y4 6z1
H = Culvert Height
S = Culvert Span
6y1, 6y3
FBJ 08-20
joint details.
See Sheet FBJ 09-20 for flume bell
Note:
Notes:
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
08-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
16'-0" Span
4. See Sheet RCF 01-20 for general information.
3. Floor bars m1 are to be shortened 6" at bell joints.
and floor thicknesses other than shown.
steel and concrete quantities accordingly for wall
2. Change lengths of bars 6w1 and adjust reinforcing
and "BT" barrel floor thicknesses.
"U" flume walls, "BU" barrel walls, "T" flume floor
1. Dimensions and quantities shown based on
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
11/20/2020 6:49:23 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedFlumes.dgn FBJ 09-20 11x17_pdf.pltcfg
BU
T
M
M + T
T
BT
At Joint
"2
13
Clr."
41
2
Clr."
21
3
" Clr.
213
"2
1"
21
Clr.
"41
2
Clr.
"2
13
" Clr.
213
"21
"2
1
T
1'-6
"
2'-6"
1'-3"
"414
5"5"
1'-1"
1'-6
"
T
2'-6"1'-3"
"4145"5"1'-1"
U1'-3"
U1'-3"
U -
BU
1'-3" +
U1'-3"
"4145"5"1'-1"
2'-6"1'-3"
1'-7"
BTT
1'-6"
2'-6"1'-3"
"4145"5"1'-1"
Spa.
@ 1'-0";
6y3
Min.
Lap
2'-5"
S + 2U + 2'-6"
3"
H + 6"
Spa.
@ 1'-0";
6y1
Min.
Lap
2'-5"
S + 2U + 2'-6"
4"
H + 6"
U + 9"Spa. @ 1'-0"; 6y4, 6z1U + 9"
U + 9"Spa. @ 1'-0"; 6y2, 6z1U + 9"
1'-3"
1'-3"
1'-3"
1'-3"
USU1'-3" 1'-3"
1'-3" USU 1'-3"
6w4
6w2 or
6w2
6w1
6w3
6w1 or6y3
Joint Filler
" Preformed21
6z1
6y4
Joint Filler
" Preformed21
Joint Filler
" Preformed21
6y1
Joint Filler
" Preformed21
6z1
6y2
6y3
6w4
6w2 or
Flow Line
6z1
6y4
6w4
6y3
6w2
6y4
¡ Flume
6z1
6w3
6y1
¡ Flume
6w1
6y2 6z1
6w3
6w1 or
6y1
Line
Flow
6y2
6z1
A
A
B
B
Details
Flume Bell Joint
Section C-C
Part Elevation - Chute Bell Jt.
Part Elev. - Junction Bell Jt.
Section B-B Section A-A
D D
E
E
C
C
F
F
FBJ 09-20Section F-FSection E-E
Section D-D
EN
GLIS
HSIG
NE
DFL
UM
ES.D
GN -
FBJ
09-2
0 -
THIS S
HE
ET IS
SU
ED 12-2
020.
16'-0" Span
Standard Design
Box Culverts
Single Reinforced Concrete
December, 2020
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
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