1/30/2017 9:55:59 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB G1-12 11x17_pdf.pltcfg
RCB G1-12
3" OR 3•" IF OVERALL HEIGHT OF THE
2"
2" EXCEPT
INSTANCES.
CLASS 2 EXPOSURE CONDITION IS UTILIZED FOR THE SLAB DESIGN IN 0' FILL
BAR SIZE NUMBER
HIGHWAY AND BRIDGE CONSTRUCTION, CURRENT SERIES, PLUS APPLICABLE
IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 5TH ED., SERIES OF 2010.
INDEX FOR SINGLE CULVERT STANDARDS: INDEX FOR SINGLE CULVERT STANDARDS (CONT'D):
PWH 30-9-12
PWH 30-8-12
PWH 30-7-12
PWH 30-6-12
PWH 30-5-12
PWH 30-4-12
PWH 30-3-12
PWH 30-2-12
PWH 30-1-12
PWH 15-9-12
PWH 15-8-12
PWH 15-7-12
PWH 15-6-12
PWH 15-5-12
PWH 15-4-12
PWH 15-3-12
PWH 15-2-12
PWH 15-1-12
PWH 0-9-12
PWH 0-8-12
PWH 0-7-12
PWH 0-6-12
PWH 0-5-12
PWH 0-4-12
PWH 0-3-12
PWH 0-2-12
PWH 0-1-12
RCB 12-12-12
RCB 12-11-12
RCB 12-10-12
RCB 12-9-12
RCB 12-8-12
RCB 12-7-12
RCB 12-6-12
RCB 12-5-12
RCB 12-4-12
RCB 10-12-12
RCB 10-11-12
RCB 10-10-12
RCB 10-9-12
RCB 10-8-12
RCB 10-7-12
RCB 10-6-12
RCB 10-5-12
RCB 10-4-12
RCB 8-10-12
RCB 8-9-12
RCB 8-8-12
RCB 8-7-12
RCB 8-6-12
RCB 8-5-12
RCB 8-4-12
RCB 6-8-12
RCB 6-7-12
RCB 6-6-12
RCB 6-5-12
RCB 6-4-12
RCB 6-3-12
RCB 5-6-12
RCB 5-5-12
RCB 5-4-12
RCB 5-3-12
RCB 4-4-12
RCB 3-3-12
RCB G2-12
RCB G1-12
CBJ 4-12
CBJ 3-12
CBJ 2-12
CBJ 1-12
PWH 45-9-12
PWH 45-8-12
PWH 45-7-12
PWH 45-6-12
PWH 45-5-12
PWH 45-4-12
PWH 45-3-12
PWH 45-2-12
PWH 45-1-12
CULVERT BELL JOINTS, 10' & 12' SPANS
CULVERT BELL JOINTS, 6' & 8' SPANS
CULVERT BELL JOINTS, 3', 4' & 5' SPANS
PARALLEL WING HDWLS., 45° SKEW, QUANTITY TABULATION, 5'-0 SPAN
PARALLEL WING HDWLS., 45° SKEW, QUANTITY TABULATION, 6'-0 SPAN
PARALLEL WING HDWLS., 45° SKEW, QUANTITY TABULATION, 8'-0 SPAN
PARALLEL WING HDWLS., 45° SKEW, QUANTITY TABULATION, 10'-0 SPAN
PARALLEL WING HDWLS., 45° SKEW, QUANTITY TABULATION, 12'-0 SPAN
PARALLEL WING HDWLS., 45° SKEW, TOP APRON REINF.
PARALLEL WING HDWLS., 45° SKEW, WINGWALL ELEV. & BOTT. APRON REINF.
PARALLEL WING HDWLS., 45° SKEW, CROSS SECTION DETAILS
PARALLEL WING HDWLS., 45° SKEW, DIMENSION TABLE
ENGLISH SIZE
4
16
5
19
6
22
7
25
8
29
9
THE RCB CULVERT SECTIONS ARE DESIGNED FOR HL-93 LIVE LOAD AND EARTH FILLS OF
VARYING HEIGHTS.
ALL SLAB AND FLOOR REINFORCING STEEL IS TO BE SUPPORTED AT INTERVALS OF NOT
MORE THAN 3'-O IN EITHER DIRECTION AS OUTLINED IN THE STANDARD SPECIFICATIONS.
THE CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR EDGE OR END OF REINFORCING
BAR TO BE 2" UNLESS OTHERWISE NOTED.
EXCEPT FOR DOWEL BARS 5r1 IN SLAB, LONGITUDINAL REINFORCING IS NOT TO EXTEND
THRU THE CONSTRUCTION JOINTS.
TO INSURE CORRECT LINE AND GRADE.
THE PERMISSIBLE CONSTRUCTION JOINT AT THE TOP OF THE WALLS MAY BE LOWERED
AT THE CONTRACTOR'S OPTION WITH ENGINEER'S APPROVAL.
THE REINFORCEMENT SUPPLIED FOR THIS STRUCTURE SHALL BE GRADE 60
REINFORCEMENT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE DESIGN
STRESSES ARE BASED ON GRADE 60 REINFORCEMENT.
THE VERTICAL BARS IN THE WALLS MAY BE SPLICED ABOVE THE FOOTING AT THE
CONTRACTOR'S OPTION AS FOLLOWS:
THIS SPLICE, IF USED, WILL BE AT THE CONTRACTOR'S EXPENSE.
REINFORCING BAR CLEARANCES WILL BE AS FOLLOWS:
EDGE CLEARANCES:
TRANSVERSE
ALL CONSTRUCTION JOINTS SHALL BE FORMED WITH A BEVELED KEYWAY EXCEPT AT
BELL JOINTS.
ALL BEVELED KEYWAYS SHALL BE CENTERED.
KEYWAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENSIONS
UNLESS STATED OTHERWISE. IN ADDITION, THE BEVEL USED ON THE KEYWAY SHALL BE
LIMITED TO A MAXIMUM OF 10 DEGREES FROM VERTICAL.
IF 0' OF FILL IS SPECIFIED, DETAILS FOR PAVING NOTCH AND REFERENCE TO EPOXY
COATING OF SLAB REINFORCING STEEL, IF APPLICABLE, SHALL BE INCLUDED IN THE
FINAL PLANS.
ALL DIMENSIONS ARE IN FEET AND INCHES UNLESS OTHERWISE NOTED OR SHOWN.
SEE CURRENT STANDARD SPECIFICATIONS REGARDING CONCRETE FORM REMOVAL.
THESE CULVERT STANDARDS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION
STAMPED IMPRESSION ON THE REINFORCING BARS, AND IS EQUIVALENT TO THE BAR
DIAMETER IN MILLIMETERS.
E D 0 4 - 1 2 .
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, 5TH ED., SERIES OF 2010:
DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH
DETAILS ARE TO BE INCLUDED IN THE DESIGN PLANS TO ADDRESS THESE SITUATIONS.
CULVERT SLAB. REFER TO THE CULVERT DESIGN MANUAL FOR INSTRUCTIONS. THESE
THE CULVERT PARAPET SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE TOP OF THE
IN THE EVENT THE SLAB THICKNESS AT THE BARREL END SECTION EXCEEDS 18 INCHES,
PARALLEL WING HDWLS., 30° SKEW, QUANTITY TABULATION, 5'-0 SPAN
PARALLEL WING HDWLS., 30° SKEW, QUANTITY TABULATION, 6'-0 SPAN
PARALLEL WING HDWLS., 30° SKEW, QUANTITY TABULATION, 8'-0 SPAN
PARALLEL WING HDWLS., 30° SKEW, QUANTITY TABULATION, 10'-0 SPAN
PARALLEL WING HDWLS., 30° SKEW, QUANTITY TABULATION, 12'-0 SPAN
PARALLEL WING HDWLS., 30° SKEW, TOP APRON REINF.
PARALLEL WING HDWLS., 30° SKEW, WINGWALL ELEV. & BOTT. APRON REINF.
PARALLEL WING HDWLS., 30° SKEW, CROSS SECTION DETAILS
PARALLEL WING HDWLS., 30° SKEW, DIMENSION TABLE
PARALLEL WING HDWLS., 15° SKEW, QUANTITY TABULATION, 5'-0 SPAN
PARALLEL WING HDWLS., 15° SKEW, QUANTITY TABULATION, 6'-0 SPAN
PARALLEL WING HDWLS., 15° SKEW, QUANTITY TABULATION, 8'-0 SPAN
PARALLEL WING HDWLS., 15° SKEW, QUANTITY TABULATION, 10'-0 SPAN
PARALLEL WING HDWLS., 15° SKEW, QUANTITY TABULATION, 12'-0 SPAN
PARALLEL WING HDWLS., 15° SKEW, TOP APRON REINF.
PARALLEL WING HDWLS., 15° SKEW, WINGWALL ELEV. & BOTT. APRON REINF.
PARALLEL WING HDWLS., 15° SKEW, CROSS SECTION DETAILS
PARALLEL WING HDWLS., 15° SKEW, DIMENSION TABLE
PARALLEL WING HDWLS., 0° SKEW, QUANTITY TABULATION, 5'-0, 4'-0, & 3'-0 SPANS
PARALLEL WING HDWLS., 0° SKEW, QUANTITY TABULATION, 6'-0 SPAN
PARALLEL WING HDWLS., 0° SKEW, QUANTITY TABULATION, 8'-0 SPAN
PARALLEL WING HDWLS., 0° SKEW, QUANTITY TABULATION, 10'-0 SPAN
PARALLEL WING HDWLS., 0° SKEW, QUANTITY TABULATION, 12'-0 SPAN
PARALLEL WING HDWLS., 0° SKEW, TOP APRON REINF.
PARALLEL WING HDWLS., 0° SKEW, WINGWALL ELEV. & BOTT. APRON REINF.
PARALLEL WING HDWLS., 0° SKEW, CROSS SECTION DETAILS
PARALLEL WING HDWLS., 0° SKEW, DIMENSION TABLE
CULVERT BARREL DETAILS, 12 x 12 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 11 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 10 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 9 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 8 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 7 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 6 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 5 BARREL SECTIONS
CULVERT BARREL DETAILS, 12 x 4 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 12 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 11 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 10 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 9 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 8 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 7 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 6 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 5 BARREL SECTIONS
CULVERT BARREL DETAILS, 10 x 4 BARREL SECTIONS
CULVERT BARREL DETAILS, 8 x 10 BARREL SECTIONS
CULVERT BARREL DETAILS, 8 x 9 BARREL SECTIONS
CULVERT BARREL DETAILS, 8 x 8 BARREL SECTIONS
CULVERT BARREL DETAILS, 8 x 7 BARREL SECTIONS
CULVERT BARREL DETAILS, 8 x 6 BARREL SECTIONS
CULVERT BARREL DETAILS, 8 x 5 BARREL SECTIONS
CULVERT BARREL DETAILS, 8 x 4 BARREL SECTIONS
CULVERT BARREL DETAILS, 6 x 8 BARREL SECTIONS
CULVERT BARREL DETAILS, 6 x 7 BARREL SECTIONS
CULVERT BARREL DETAILS, 6 x 6 BARREL SECTIONS
CULVERT BARREL DETAILS, 6 x 5 BARREL SECTIONS
CULVERT BARREL DETAILS, 6 x 4 BARREL SECTIONS
CULVERT BARREL DETAILS, 6 x 3 BARREL SECTIONS
CULVERT BARREL DETAILS, 5 x 6 BARREL SECTIONS
CULVERT BARREL DETAILS, 5 x 5 BARREL SECTIONS
CULVERT BARREL DETAILS, 5 x 4 BARREL SECTIONS
CULVERT BARREL DETAILS, 5 x 3 BARREL SECTIONS
CULVERT BARREL DETAILS, 4 x 4 BARREL SECTIONS
CULVERT BARREL DETAILS, 3 x 3 BARREL SECTIONS
TYPICAL CULVERT BARREL DETAILS
Highway Division
THE RCB CULVERT SECTIONS ARE DESIGNED FOR CLASS 1 EXPOSURE CONDITIONS EXCEPT:
R E
D E
L E
T E
N
D E
S I
G N
M A
N U
A L .
FLOOR OF BARREL IS TO BE FINISHED SMOOTH. SIDES OF FOOTING ARE TO BE FORMED
MAY DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR DESIGNATION" IS THE
(5a1 IS † INCH DIAMETER BAR). ENGLISH REINFORCING STEEL RECEIVED IN THE FIELD
R E
U P
D A
T E
E R
S I ).
KEYWAY SIZE SHALL BE 2x4 EXCEPT AS FOLLOWS:
GREATER THAN 10 INCHES WIDE.
KEYWAY BETWEEN THE FLOOR AND WALL SHALL BE 2x6 WHEN THE WALL IS
HORIZONTAL EARTH PRESSURE, EHmax = 0.060 kcf MAX, EHmin = 0.030 kcf.
VERTICAL EARTH PRESSURE, EV=0.120 kcf.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
A D
D E
1/30/2017 9:56:01 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB G2-12 11x17_pdf.pltcfg
3VAR.
3VAR.
STANDARD SECTION PLAN VIEW
(KEYWAY IS TO BE OMITTED WHEN BELL JOINTS ARE USED)
BARREL SECTION SHEETS.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
NOTE:
BARREL JOINTS, EXCEPT JOINTS WITH BELL JOINTS.
SPACING REQUIRED IN SLAB AT ALL CULVERT
ONE SET OF 5r1 x 3'-6 DOWEL BARS @ 1'-0
END SECTION PLAN VIEWS (KEYWAYS NOT SHOWN)
AND RELOCATED.
USE FOR SKEWS OF 30° & 45° BY INCREASING THE NUMBER
END SECTION DETAILS SHOWN ARE FOR A 15° SKEW BARREL.
NOTE:
ALL LONGITUDINAL BARREL STEEL
E D 0 4 - 1 2 .
STANDARD SECTION PLAN VIEW (KEYWAY IS TO BE OMITTED WHEN BELL JOINTS ARE USED)
| CULVERT
a1
a1
k2
m1
CULVERT BARREL DETAIL STANDARDS
UNLESS THE HORIZONTAL LEGS OF THE
IN THE TOP SLAB AND BOTTOM FLOOR
*`THE k9 AND m9 BARS ARE TO BE PLACED
TROUGH
FROST
WINGWALLS
T R
A N
R E
A D
D E
1 2 - 2 0 1 6
ARE DIFFERENT.
NOTE:
FLOOR
SLAB
FLOOR
SLAB
FLOOR
BOTTOM
SLAB
TOP
FLOOR
TOP
SLAB
BOTTOM
TO EXTEND INTO HEADWALL APRON.
k2 BARS ZERO FILL ONLY. m1 BARS
REQUIRED. k1 BARS ALL FILLS &
CUT & RELOCATE BARS AS
REPEATS IN 3'-0 INTERVALS.
29', AND 26'. THESE LENGTHS ARE SHOWN
TYPICAL FOR LENGTHS OF 38', 35', 32',
NOTE:
29', AND 26'. THESE LENGTHS ARE SHOWN
TYPICAL FOR LENGTHS OF 38', 35', 32',
NOTE:
KEYWAY
E D I T
1/30/2017 9:56:02 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 3-3-12 11x17_pdf.pltcfg
e1 BARS2
BENT BAR DETAIL
NOTE:
NOTES:
3.
2.
1.
f1
e1
b1
b1
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 3 3 9 10 9 9 4 9 4'-6 4 6 12 4 12 2 4 11 4 4 12 4 4 4 4 6 4'-2 5 12 3'-0 -- -- 4 9 4'-8 5 12 3'-3 -- -- 0.157 0.191 0.146 0.494
1 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 11 4 4 12 4 4 4 5 12 4'-2 5 12 3'-0 -- -- 4 9 4'-8 5 12 3'-3 -- -- 0.144 0.191 0.146 0.481
2 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 11 4 4 12 4 4 4 4 9 4'-2 5 12 3'-0 -- -- 4 9 4'-8 5 12 5'-7 2'-4 3'-3 -- -- 0.144 0.191 0.146 0.481
3-5 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 11 4 4 12 4 4 4 4 12 4'-2 5 12 5'-2 2'-4 2'-10 4 12 4'-8 5 12 5'-4 2'-1 3'-3 5 4'-8 0.144 0.191 0.146 0.481 55.16
6-8 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 15 4 4 12 4 4 15 4 4 12 4'-2 5 12 4'-8 1'-10 2'-10 5 4'-2 4 12 4'-8 5 12 5'-1 1'-10 3'-3 5 4'-8 0.144 0.191 0.146 0.481 53.97
9-10 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 4 12 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 4 12 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 53.21
11-15 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 4 12 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 4 12 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 53.21
16-20 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 4 9 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 4 9 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 55.08
21-25 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 5 12 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 5 12 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 56.79
26-30 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 4 6 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 4 6 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 58.79
31-35 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 4 6 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 4 6 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 58.79
36-40 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 5 9 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 6 9 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 62.66
41-45 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 5 9 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 6 9 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 62.66
46-50 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 6 9 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 6 9 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 65.34
51-55 3 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 2 4 14 4 4 12 4 4 12 4 6 9 4'-2 5 12 4'-7 1'-9 2'-10 5 4'-2 6 9 4'-8 5 12 4'-10 1'-7 3'-3 5 4'-8 0.144 0.191 0.146 0.481 65.34
VARIABLE DIMENSIONS AND QUANTITIES FOR 3 x 3 BARREL SECTIONS
e2
4f2
11
11
11
11
6'-0
6'-0
6'-0
3'-0
3'-0
3'-0
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:04 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 4-4-12 11x17_pdf.pltcfg
2
" A "
" B "
4
BARS
D=
NOTE:
NOTES:
3.
2.
1.
b1
b1
f1
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 4 4 10 10 9 9 4 9 5'-7 4 6 16 5 12 3 4 15 4 4 12 5 4 15 4 6 9 5'-2 5 12 6'-6 3'-6 3'-0 -- -- 5 12 5'-8 5 12 7'-5 3'-2 4'-3 -- -- 0.202 0.222 0.202 0.626 80.84
1 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 15 4 4 12 5 4 15 4 4 6 5'-2 5 12 6'-4 3'-6 2'-10 -- -- 5 12 5'-8 5 12 7'-9 3'-6 4'-3 -- -- 0.168 0.222 0.202 0.592 76.00
2 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 15 4 4 12 5 4 15 4 4 6 5'-2 5 12 6'-4 3'-6 2'-10 -- -- 5 12 5'-8 5 12 7'-0 2'-9 4'-3 -- -- 0.168 0.222 0.202 0.592 74.32
3-5 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 15 4 4 12 5 4 11 6 4 9 5'-2 5 12 2'-10 4 9 5'-8 5 12 6'-8 2'-5 4'-3 5 5'-8 0.168 0.222 0.202 0.592
6-8 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 18 4 4 12 5 4 18 4 4 9 5'-2 5 12 4'-11 2'-1 2'-10 5 5'-2 4 9 5'-8 5 12 6'-4 2'-1 4'-3 5 5'-8 0.168 0.222 0.202 0.592 66.97
9-10 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 15 4 4 12 5 4 15 4 4 12 5'-2 5 12 4'-8 1'-10 2'-10 5 5'-2 4 9 5'-8 5 12 6'-1 1'-10 4'-3 5 5'-8 0.168 0.222 0.202 0.592 64.74
11-15 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 15 4 4 12 5 4 15 4 5 12 5'-2 5 12 4'-8 1'-10 2'-10 5 5'-2 4 6 5'-8 5 12 6'-1 1'-10 4'-3 5 5'-8 0.168 0.222 0.202 0.592 69.18
16-20 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 15 4 4 12 5 4 15 4 4 6 5'-2 5 12 4'-8 1'-10 2'-10 5 5'-2 4 6 5'-8 5 12 6'-1 1'-10 4'-3 5 5'-8 0.168 0.222 0.202 0.592 70.37
21-25 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 14 4 4 12 5 4 15 4 5 9 5'-2 5 12 4'-7 1'-9 2'-10 5 5'-2 6 9 5'-8 5 12 6'-1 1'-10 4'-3 5 5'-8 0.168 0.222 0.202 0.592 74.92
26-30 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 14 4 4 12 5 4 15 4 6 9 5'-2 5 12 4'-7 1'-9 2'-10 5 5'-2 6 9 5'-8 5 12 6'-1 1'-10 4'-3 5 5'-8 0.168 0.222 0.202 0.592 78.21
31-35 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 14 4 4 12 5 4 15 4 6 9 5'-2 5 12 4'-7 1'-9 2'-10 5 5'-2 6 9 5'-8 5 12 6'-1 1'-10 4'-3 5 5'-8 0.168 0.222 0.202 0.592 78.21
36-40 4 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 3 4 14 4 4 12 5 4 14 4 6 9 5'-2 5 12 4'-7 1'-9 2'-10 5 5'-2 5 6 5'-8 5 12 6'-0 1'-9 4'-3 5 5'-8 0.168 0.222 0.202 0.592 78.13
41-45 4 4 8 10 9 9 4 12 5'-5 4 6 16 4 12 3 4 14 4 4 12 5 4 13 4 5 6 5'-2 4 6 4'-7 1'-9 2'-10 4 5'-2 5 6 5'-8 4 6 5'-11 1'-8 4'-3 4 5'-8 0.168 0.222 0.202 0.592 80.34
46-50 4 4 8 10.5 9 9 4 12 5'-5 4 6 16 4 12 3 4 14 4 4 12 5 4 14 4 7 9 5'-2 4 6 4'-7 1'-9 2'-10 4 5'-2 7 9 5'-8 4 6 6'-1 1'-9 4'-4 4 5'-8 0.168 0.231 0.202 0.601 88.79
51-55 4 4 8 10.5 9 9 4 9 5'-5 4 6 16 4 12 3 4 14 4 4 12 5 4 14 4 6 6 5'-2 4 6 4'-7 1'-9 2'-10 4 5'-2 6 6 5'-8 4 6 6'-1 1'-9 4'-4 4 5'-8 0.168 0.231 0.202 0.601 93.16
VARIABLE DIMENSIONS AND QUANTITIES FOR 4 x 4 BARREL SECTIONS
e1
e2
5
4
3ƒ
3
DETAILS
4f2
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:06 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 5-3-12 11x17_pdf.pltcfg
9
BARS
D=
NOTE:
NOTES:
3.
2.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 5 3 10 10 9 9 4 9 4'-7 4 6 12 5 12 4 4 11 6 4 12 6 4 11 6 6 9 6'-2 5 12 5'-6 2'-6 3'-0 5 6'-2 6 9 6'-8 5 12 5'-9 2'-6 3'-3 5 6'-8 0.233 0.253 0.146 0.632 85.13
1 5 3 8.5 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 11 6 4 12 6 4 11 6 6 12 6'-2 5 12 5'-4 2'-5 2'-11 5 6'-2 6 12 6'-8 5 12 5'-8 2'-5 3'-3 5 6'-8 0.203 0.253 0.146 0.602 76.74
2 5 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 9 6 4 12 6 4 9 6 5 9 6'-2 5 12 5'-0 2'-2 2'-10 5 6'-2 4 6 6'-8 5 12 5'-5 2'-2 3'-3 5 6'-8 0.193 0.253 0.146 0.592 72.61
3-4 5 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 17 4 4 12 6 4 17 4 4 6 6'-2 5 12 4'-10 2'-0 2'-10 5 6'-2 4 6 6'-8 5 12 5'-3 2'-0 3'-3 5 6'-8 0.193 0.253 0.146 0.592 68.58
5-8 5 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 17 4 4 12 6 4 16 4 5 12 6'-2 5 12 4'-10 2'-0 2'-10 5 6'-2 4 6 6'-8 5 12 5'-2 1'-11 3'-3 5 6'-8 0.193 0.253 0.146 0.592 67.00
9-10 5 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 15 4 4 12 6 4 15 4 4 9 6'-2 5 12 4'-8 1'-10 2'-10 5 6'-2 4 6 6'-8 5 12 5'-1 1'-10 3'-3 5 6'-8 0.193 0.253 0.146 0.592 65.24
11-15 5 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 15 4 4 12 6 4 15 4 4 6 6'-2 5 12 4'-8 1'-10 2'-10 5 6'-2 4 6 6'-8 5 12 5'-1 1'-10 3'-3 5 6'-8 0.193 0.253 0.146 0.592 67.84
16-20 5 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 15 4 4 12 6 4 15 4 6 9 6'-2 5 12 4'-8 1'-10 2'-10 5 6'-2 6 9 6'-8 5 12 5'-1 1'-10 3'-3 5 6'-8 0.193 0.253 0.146 0.592 77.37
21-25 5 3 8 10 9 9 4 12 4'-5 4 6 12 4 12 4 4 14 4 4 12 6 4 14 4 6 9 6'-2 4 6 4'-7 1'-9 2'-10 4 6'-2 5 6 6'-8 4 6 5'-0 1'-9 3'-3 4 6'-8 0.193 0.253 0.146 0.592 79.32
26-30 5 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 4 4 14 4 4 12 6 4 14 4 5 6 6'-2 4 6 4'-7 1'-9 2'-10 4 6'-2 5 6 6'-8 4 6 5'-0 1'-9 3'-3 4 6'-8 0.193 0.253 0.146 0.592 81.29
31-35 5 3 8 10.5 9 9 5 12 4'-5 4 6 12 4 12 4 4 14 4 4 12 6 4 14 4 7 9 6'-2 4 6 4'-7 1'-9 2'-10 4 6'-2 6 6 6'-8 4 6 5'-1 1'-9 3'-4 4 6'-8 0.193 0.263 0.146 0.602 93.82
36-40 5 3 8.5 11 9 9 5 12 4'-6 4 6 12 4 12 4 4 14 4 4 12 6 4 13 4 6 6 6'-2 4 6 4'-8 1'-9 2'-11 4 6'-2 6 6 6'-8 4 6 5'-0 1'-8 3'-4 4 6'-8 0.203 0.274 0.146 0.623 95.18
41-45 5 3 9.5 11.5 9 9 5 12 4'-8 4 6 12 4 12 4 4 14 4 4 12 6 4 13 4 6 6 6'-2 4 6 4'-8 1'-9 2'-11 4 6'-2 6 6 6'-8 4 6 5'-1 1'-8 3'-5 4 6'-8 0.223 0.285 0.146 0.654 95.79
46-50 5 3 10 12 9 9 5 12 4'-9 4 6 12 4 12 4 4 13 4 4 12 6 4 14 4 6 6 6'-2 4 6 4'-8 1'-8 3'-0 4 6'-2 6 6 6'-8 4 6 5'-2 1'-9 3'-5 4 6'-8 0.233 0.296 0.146 0.675 96.18
51-55 5 3 10.5 12.5 9 9 5 12 4'-10 4 6 12 4 12 4 4 13 4 4 12 6 4 14 4 6 6 6'-2 4 6 4'-8 1'-8 3'-0 4 6'-2 6 6 6'-8 4 6 5'-3 1'-9 3'-6 4 6'-8 0.243 0.307 0.146 0.696 96.58
VARIABLE DIMENSIONS AND QUANTITIES FOR 5 x 3 BARREL SECTIONS
3ƒ
3
5
4
DETAILS
b 1 B
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:08 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 5-4-12 11x17_pdf.pltcfg
2
" A "
" B "
4
BARS
D=
NOTE:
NOTES:
3.
2.
1.
e1
e2
b1
f1
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 5 4 10 10 9 9 4 9 5'-7 4 6 16 5 12 4 4 11 6 4 12 6 4 12 6 6 9 6'-2 5 12 7'-0 4'-0 3'-0 -- -- 6 9 6'-8 5 12 6'-10 2'-7 4'-3 5 6'-8 0.233 0.253 0.202 0.688 95.05
1 5 4 8.5 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 11 6 4 12 6 4 12 6 6 12 6'-2 5 12 6'-11 4'-0 2'-11 -- -- 6 9 6'-8 5 12 6'-11 2'-8 4'-3 5 6'-8 0.203 0.253 0.202 0.658 90.39
2 5 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 6 4 12 6 4 11 6 5 9 6'-2 5 12 2'-10 5 6'-2 5 9 6'-8 5 12 6'-8 2'-5 4'-3 5 6'-8 0.193 0.253 0.202 0.648
3-4 5 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 10 6 4 12 6 4 10 6 4 6 6'-2 5 12 5'-2 2'-4 2'-10 5 6'-2 4 6 6'-8 5 12 6'-6 2'-3 4'-3 5 6'-8 0.193 0.253 0.202 0.648 79.24
5-8 5 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 18 4 4 12 6 4 18 4 5 12 6'-2 5 12 4'-11 2'-1 2'-10 5 6'-2 4 6 6'-8 5 12 6'-4 2'-1 4'-3 5 6'-8 0.193 0.253 0.202 0.648 74.29
9-10 5 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 16 4 4 12 6 4 16 4 4 9 6'-2 5 12 4'-9 1'-11 2'-10 5 6'-2 4 6 6'-8 5 12 6'-2 1'-11 4'-3 5 6'-8 0.193 0.253 0.202 0.648 72.29
11-15 5 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 16 4 4 12 6 4 16 4 4 6 6'-2 5 12 4'-9 1'-11 2'-10 5 6'-2 6 9 6'-8 5 12 6'-2 1'-11 4'-3 5 6'-8 0.193 0.253 0.202 0.648 79.84
16-20 5 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 16 4 4 12 6 4 16 4 6 9 6'-2 5 12 4'-9 1'-11 2'-10 5 6'-2 6 9 6'-8 5 12 6'-2 1'-11 4'-3 5 6'-8 0.193 0.253 0.202 0.648 84.42
21-25 5 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 4 4 15 4 4 12 6 4 16 4 6 9 6'-2 5 12 4'-8 1'-10 2'-10 5 6'-2 5 6 6'-8 5 12 6'-2 1'-11 4'-3 5 6'-8 0.193 0.253 0.202 0.648 84.34
26-30 5 4 8 10 9 9 4 12 5'-5 4 6 16 4 12 4 4 14 4 4 12 6 4 14 4 5 6 6'-2 4 6 4'-7 1'-9 2'-10 4 6'-2 5 6 6'-8 4 6 6'-0 1'-9 4'-3 4 6'-8 0.193 0.253 0.202 0.648 86.16
31-35 5 4 8 10.5 9 9 4 9 5'-5 4 6 16 4 12 4 4 14 4 4 12 6 4 14 4 7 9 6'-2 4 6 4'-7 1'-9 2'-10 4 6'-2 6 6 6'-8 4 6 6'-1 1'-9 4'-4 4 6'-8 0.193 0.263 0.202 0.658 99.45
36-40 5 4 8.5 11 9 9 4 9 5'-6 4 6 16 4 12 4 4 14 4 4 12 6 4 14 4 6 6 6'-2 4 6 4'-8 1'-9 2'-11 4 6'-2 6 6 6'-8 4 6 6'-1 1'-9 4'-4 4 6'-8 0.203 0.274 0.202 0.679 101.03
41-45 5 4 9.5 11.5 9 9 4 9 5'-8 4 6 16 4 12 4 4 14 4 4 12 6 4 15 4 6 6 6'-2 4 6 4'-8 1'-9 2'-11 4 6'-2 6 6 6'-8 4 6 6'-3 1'-10 4'-5 4 6'-8 0.223 0.285 0.202 0.710 101.76
46-50 5 4 10 12 9 9 4 9 5'-9 4 6 16 4 12 4 4 14 4 4 12 6 4 15 4 6 6 6'-2 4 6 4'-9 1'-9 3'-0 4 6'-2 6 6 6'-8 4 6 6'-3 1'-10 4'-5 4 6'-8 0.233 0.296 0.202 0.731 102.16
51-55 5 4 10.5 12.5 9 9 4 9 5'-10 4 6 16 4 12 4 4 15 4 4 12 6 4 15 4 8 9 6'-2 4 6 4'-10 1'-10 3'-0 4 6'-2 8 9 6'-8 4 6 6'-4 1'-10 4'-6 4 6'-8 0.243 0.307 0.202 0.752 111.47
VARIABLE DIMENSIONS AND QUANTITIES FOR 5 x 4 BARREL SECTIONS
b1
5
4
3ƒ
3
DETAILS
13 2'-105'-8 82.05
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:10 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 5-5-12 11x17_pdf.pltcfg
2
" A "
" B "
4
BARS
D=
NOTE:
NOTES:
3.
2.
1.
e1
f1
b1
b1e2
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 5 5 10 10 9 9 4 9 6'-7 4 6 20 5 12 4 4 11 6 4 12 6 4 11 6 6 9 6'-2 5 12 7'-0 4'-0 3'-0 -- -- 6 9 6'-8 5 12 8'-10 3'-7 5'-3 -- -- 0.233 0.253 0.257 0.743 103.63
1 5 5 8.5 10 9 9 4 9 6'-5 4 6 20 4 12 4 4 11 6 4 12 6 4 11 6 6 12 6'-2 5 12 6'-11 4'-0 2'-11 -- -- 6 9 6'-8 5 12 9'-3 4'-0 5'-3 -- -- 0.203 0.253 0.257 0.713 99.68
2 5 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 4 4 11 6 4 12 6 4 11 6 5 9 6'-2 5 12 6'-10 4'-0 2'-10 -- -- 6 9 6'-8 5 12 8'-4 3'-1 5'-3 -- -- 0.193 0.253 0.257 0.703 96.39
3-4 5 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 4 4 11 6 4 12 6 4 13 6 4 6 6'-2 5 12 3'-1 4 6 6'-8 5 12 8'-0 2'-9 5'-3 5 6'-8 0.193 0.253 0.257 0.703
5-8 5 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 4 4 11 6 4 12 6 4 11 6 5 12 6'-2 5 12 5'-4 2'-6 2'-10 5 6'-2 4 6 6'-8 5 12 7'-8 2'-5 5'-3 5 6'-8 0.193 0.253 0.257 0.703 85.26
9-10 5 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 4 4 17 4 4 12 6 4 17 4 5 12 6'-2 5 12 4'-10 2'-0 2'-10 5 6'-2 4 6 6'-8 5 12 7'-3 2'-0 5'-3 5 6'-8 0.193 0.253 0.257 0.703 80.55
11-15 5 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 4 4 17 4 4 12 6 4 17 4 5 9 6'-2 5 12 4'-10 2'-0 2'-10 5 6'-2 6 9 6'-8 5 12 7'-3 2'-0 5'-3 5 6'-8 0.193 0.253 0.257 0.703 87.53
16-20 5 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 4 4 17 4 4 12 6 4 17 4 6 9 6'-2 5 12 4'-10 2'-0 2'-10 5 6'-2 6 9 6'-8 5 12 7'-3 2'-0 5'-3 5 6'-8 0.193 0.253 0.257 0.703 91.47
21-25 5 5 8 10 9 9 4 12 6'-5 4 6 20 4 12 4 4 15 4 4 12 6 4 16 4 6 9 6'-2 4 6 4'-8 1'-10 2'-10 4 6'-2 5 6 6'-8 4 6 7'-2 1'-11 5'-3 4 6'-8 0.193 0.253 0.257 0.703 93.45
26-30 5 5 8 10 9 9 4 12 6'-5 4 6 20 4 12 4 4 15 4 4 12 6 4 16 4 5 6 6'-2 4 6 4'-8 1'-10 2'-10 4 6'-2 7 9 6'-8 4 6 7'-2 1'-11 5'-3 4 6'-8 0.193 0.253 0.257 0.703 98.47
31-35 5 5 8 10.5 9 9 4 9 6'-5 4 6 20 4 12 4 4 15 4 4 12 6 4 16 4 7 9 6'-2 4 6 4'-8 1'-10 2'-10 4 6'-2 6 6 6'-8 4 6 7'-3 1'-11 5'-4 4 6'-8 0.193 0.263 0.257 0.713 107.26
36-40 5 5 8.5 11 9 9 4 9 6'-6 4 6 20 4 12 4 4 15 4 4 12 6 4 16 4 6 6 6'-2 4 6 4'-9 1'-10 2'-11 4 6'-2 6 6 6'-8 4 6 7'-3 1'-11 5'-4 4 6'-8 0.203 0.274 0.257 0.734 108.84
41-45 5 5 9.5 11.5 9 9 4 9 6'-8 4 6 20 4 12 4 4 16 4 4 12 6 4 17 4 6 6 6'-2 5 9 4'-10 1'-11 2'-11 5 6'-2 6 6 6'-8 5 9 7'-5 2'-0 5'-5 5 6'-8 0.223 0.285 0.257 0.765 112.53
46-50 5 5 10 12 9 9 5 12 6'-9 4 6 20 4 12 4 4 16 4 4 12 6 4 17 4 6 6 6'-2 5 9 4'-11 1'-11 3'-0 5 6'-2 6 6 6'-8 5 9 7'-5 2'-0 5'-5 5 6'-8 0.233 0.296 0.257 0.786 115.29
51-55 5 5 10.5 12.5 9.5 9 5 12 6'-10 4 6 20 4 12 4 4 16 4 4 12 6 4 17 4 6 6 6'-3 5 9 5'-0 2'-0 3'-0 5 6'-3 6 6 6'-9 5 9 7'-7 2'-1 5'-6 5 6'-9 0.247 0.311 0.271 0.829 116.71
VARIABLE DIMENSIONS AND QUANTITIES FOR 5 x 5 BARREL SECTIONS
5
4
3ƒ
3
DETAILS
6'-2 3'-1 -- -- 88.92
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:12 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 5-6-12 11x17_pdf.pltcfg
2
" A "
" B "
4
BARS
D=
NOTE:
NOTES:
3.
2.
1.
f1
e1
b1
b1
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 5 6 10 10 9 9 4 9 7'-7 4 6 24 5 12 4 4 11 6 4 12 6 4 11 6 6 9 6'-2 5 12 7'-0 4'-0 3'-0 -- -- 6 9 6'-8 5 12 10'-3 4'-0 6'-3 -- -- 0.233 0.253 0.313 0.799 111.29
1 5 6 8.5 10 9 9 4 9 7'-5 4 6 24 5 12 4 4 11 6 4 12 6 4 11 6 6 9 6'-2 5 12 6'-11 4'-0 2'-11 -- -- 6 9 6'-8 5 12 10'-3 4'-0 6'-3 -- -- 0.203 0.253 0.313 0.769 110.79
2 5 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 4 4 11 6 4 12 6 4 11 6 5 9 6'-2 5 12 6'-10 4'-0 2'-10 -- -- 6 9 6'-8 5 12 10'-3 4'-0 6'-3 -- -- 0.193 0.253 0.313 0.759 105.16
3-4 5 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 4 4 11 6 4 12 6 4 11 6 4 6 6'-2 5 12 6'-10 4'-0 2'-10 -- -- 4 6 6'-8 5 12 10'-3 4'-0 6'-3 -- -- 0.193 0.253 0.313 0.759 99.58
5-7 5 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 4 4 11 6 4 12 6 4 11 6 5 12 6'-2 5 12 6'-6 3'-8 2'-10 4 6 6'-8 5 12 9'-4 3'-1 6'-3 0.193 0.253 0.313 0.759 95.37
8-10 5 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 4 4 13 6 4 12 6 4 12 6 5 12 6'-2 5 12 2'-10 5 6'-2 4 6 6'-8 5 12 8'-11 2'-8 6'-3 5 6'-8 0.193 0.253 0.313 0.759
11-15 5 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 4 4 10 6 4 12 6 4 10 6 5 9 6'-2 5 12 5'-2 2'-4 2'-10 5 6'-2 6 9 6'-8 5 12 8'-7 2'-4 6'-3 5 6'-8 0.193 0.253 0.313 0.759 98.37
16-20 5 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 4 4 10 6 4 12 6 4 10 6 6 9 6'-2 5 12 5'-1 2'-3 2'-10 5 6'-2 6 9 6'-8 5 12 8'-6 2'-3 6'-3 5 6'-8 0.193 0.253 0.313 0.759 101.95
21-25 5 6 8 10 9 9 4 12 7'-5 4 6 24 4 12 4 4 18 4 4 12 6 4 9 6 6 9 6'-2 4 6 4'-11 2'-1 2'-10 4 6'-2 5 6 6'-8 4 6 8'-5 2'-2 6'-3 4 6'-8 0.193 0.253 0.313 0.759 102.87
26-30 5 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 4 4 18 4 4 12 6 4 9 6 5 6 6'-2 4 6 4'-11 2'-1 2'-10 4 6'-2 7 9 6'-8 4 6 8'-5 2'-2 6'-3 4 6'-8 0.193 0.253 0.313 0.759 111.03
31-35 5 6 8 10.5 9 9 4 9 7'-5 4 6 24 4 12 4 4 18 4 4 12 6 4 9 6 7 9 6'-2 4 6 4'-11 2'-1 2'-10 4 6'-2 6 6 6'-8 4 6 8'-6 2'-2 6'-4 4 6'-8 0.193 0.263 0.313 0.769 117.08
36-40 5 6 8.5 11 9.5 9 4 9 7'-6 4 6 24 4 12 4 4 10 6 4 12 6 4 10 6 7 9 6'-3 6 12 5'-7 2'-4 3'-3 6 6'-3 6 6 6'-9 6 12 8'-9 2'-5 6'-4 6 6'-9 0.206 0.278 0.330 0.814 129.79
41-45 5 6 9 11.5 10 9 5 12 7'-7 4 6 24 4 12 4 4 10 6 4 12 6 4 10 6 6 6 6'-4 6 12 5'-7 2'-4 3'-3 6 6'-4 6 6 6'-10 6 12 8'-10 2'-5 6'-5 6 6'-10 0.220 0.293 0.347 0.860 134.55
46-50 5 6 9.5 12 11 9 4 12 7'-8 4 6 24 4 12 4 4 10 6 4 12 6 4 10 6 6 6 6'-6 6 9 5'-9 2'-5 3'-4 6 6'-6 6 6 7'-0 6 9 8'-10 2'-5 6'-5 6 7'-0 0.238 0.311 0.383 0.932 144.24
51-55 5 6 10.5 12.5 11.5 9 4 12 7'-10 4 6 24 4 12 4 4 9 6 4 12 6 4 9 6 6 6 6'-7 5 6 5'-4 2'-4 3'-0 5 6'-7 6 6 7'-1 5 6 8'-11 2'-5 6'-6 5 7'-1 0.263 0.326 0.400 0.989 143.79
VARIABLE DIMENSIONS AND QUANTITIES FOR 5 x 6 BARREL SECTIONS
6
5
4
4•
3ƒ
3
DETAILS
5'-8 2'-10
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:14 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 6-3-12 11x17_pdf.pltcfg
1'-0
1'-0
V
H
9
BARS
D=
NOTE:
NOTES:
3.
2.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 6 3 10.5 10 9 9 4 12 4'-7 4 6 12 5 12 5 4 10 6 4 12 7 4 12 6 6 9 7'-2 4 6 5'-5 2'-4 3'-1 4 7'-2 6 9 7'-8 4 6 5'-11 2'-8 3'-3 4 7'-8 0.275 0.284 0.146 0.705 94.26
1 6 3 9 10 9 9 4 12 4'-6 4 6 12 4 12 5 4 10 6 4 12 7 4 11 6 6 12 7'-2 4 6 5'-2 2'-3 2'-11 4 7'-2 6 9 7'-8 4 6 5'-9 2'-6 3'-3 4 7'-8 0.241 0.284 0.146 0.671 87.76
2 6 3 8 10 9 9 4 12 4'-5 4 6 12 4 12 5 4 18 4 4 12 7 4 10 6 5 9 7'-2 4 6 4'-11 2'-1 2'-10 4 7'-2 6 9 7'-8 4 6 5'-6 2'-3 3'-3 4 7'-8 0.218 0.284 0.146 0.648 83.79
3 6 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 5 4 9 6 4 12 7 4 9 6 5 9 7'-2 5 12 5'-0 2'-2 2'-10 5 7'-2 6 9 7'-8 5 12 5'-5 2'-2 3'-3 5 7'-8 0.218 0.284 0.146 0.648 82.50
4-6 6 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 5 4 9 6 4 12 7 4 9 6 4 6 7'-2 5 12 5'-0 2'-2 2'-10 5 7'-2 4 6 7'-8 5 12 5'-5 2'-2 3'-3 5 7'-8 0.218 0.284 0.146 0.648 76.11
7-10 6 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 5 4 18 4 4 12 7 4 18 4 4 6 7'-2 5 12 4'-11 2'-1 2'-10 5 7'-2 4 6 7'-8 5 12 5'-4 2'-1 3'-3 5 7'-8 0.218 0.284 0.146 0.648 73.11
11-15 6 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 5 4 17 4 4 12 7 4 17 4 6 9 7'-2 5 12 4'-10 2'-0 2'-10 5 7'-2 6 9 7'-8 5 12 5'-3 2'-0 3'-3 5 7'-8 0.218 0.284 0.146 0.648 83.71
16-20 6 3 8 10 9 9 4 9 4'-5 4 6 12 4 12 5 4 15 4 4 12 7 4 16 4 5 6 7'-2 4 6 4'-8 1'-10 2'-10 4 7'-2 5 6 7'-8 4 6 5'-2 1'-11 3'-3 4 7'-8 0.218 0.284 0.146 0.648 87.66
21-25 6 3 8 10 9 6 4 6 4'-5 4 6 12 4 12 5 4 15 4 4 12 7 4 16 4 7 9 7'-2 4 6 4'-8 1'-10 2'-10 4 7'-2 6 6 7'-8 4 6 5'-2 1'-11 3'-3 4 7'-8 0.218 0.284 0.146 0.648 103.92
26-30 6 3 8.5 11 9 6 4 6 4'-6 4 6 12 4 12 5 4 18 4 4 12 7 4 17 4 6 6 7'-2 6 12 5'-4 2'-1 3'-3 6 7'-2 6 6 7'-8 6 12 5'-4 2'-0 3'-4 6 7'-8 0.229 0.308 0.146 0.683 114.16
31-35 6 3 9.5 12 9 6 4 6 4'-8 4 6 12 4 12 5 4 17 4 4 12 7 4 15 4 6 6 7'-2 6 12 5'-4 2'-0 3'-4 6 7'-2 6 6 7'-8 6 12 5'-3 1'-10 3'-5 6 7'-8 0.252 0.333 0.146 0.731 114.34
36-40 6 3 10.5 12.5 9 6 4 6 4'-10 4 6 12 4 12 5 4 14 4 4 12 7 4 15 4 6 6 7'-2 4 6 4'-9 1'-9 3'-0 4 7'-2 6 6 7'-8 4 6 5'-4 1'-10 3'-6 4 7'-8 0.275 0.345 0.146 0.766 107.13
41-45 6 3 11 13 9 6 4 6 4'-11 4 6 12 4 12 5 4 14 4 4 12 7 4 15 4 8 9 7'-2 4 6 4'-10 1'-9 3'-1 4 7'-2 7 6 7'-8 4 6 5'-4 1'-10 3'-6 4 7'-8 0.287 0.358 0.146 0.791 120.84
46-50 6 3 11.5 14 9 6 4 6 5'-0 4 6 12 4 12 5 4 15 4 4 12 7 4 15 4 7 6 7'-2 6 12 5'-4 1'-10 3'-6 6 7'-2 7 6 7'-8 6 12 5'-5 1'-10 3'-7 6 7'-8 0.299 0.382 0.146 0.827 132.05
51-55 6 3 12 14.5 9 6 4 6 5'-1 4 6 12 4 12 5 4 15 4 4 12 7 4 15 4 7 6 7'-2 6 12 5'-4 1'-10 3'-6 6 7'-2 7 6 7'-8 6 12 5'-6 1'-10 3'-8 6 7'-8 0.310 0.395 0.146 0.851 132.53
VARIABLE DIMENSIONS AND QUANTITIES FOR 6 x 3 BARREL SECTIONS
e2
6
5
4
4•
3ƒ
3
DETAILS
THE BAR LIST ARE IN INCHES.
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:16 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 6-4-12 11x17_pdf.pltcfg
2
" A "
" B "
4
4f2 BAR
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 6 4 10.5 10 9 9 4 12 5'-7 4 6 16 5 12 5 4 16 6 4 12 7 4 13 6 6 9 7'-2 4 6 3'-3 4 7'-2 6 9 7'-8 4 6 7'-0 2'-9 4'-3 4 7'-8 0.275 0.284 0.202 0.761
1 6 4 9 10 9 9 4 9 5'-6 4 6 16 5 12 5 4 14 6 4 12 7 4 13 6 6 9 7'-2 5 12 3'-0 5 7'-2 6 9 7'-8 5 12 7'-0 2'-9 4'-3 5 7'-8 0.241 0.284 0.202 0.727
2 6 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 5 4 11 6 4 12 7 4 11 6 5 9 7'-2 5 12 5'-4 2'-6 2'-10 5 7'-2 6 9 7'-8 5 12 6'-8 2'-5 4'-3 5 7'-8 0.218 0.284 0.202 0.704 90.50
3 6 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 5 4 10 6 4 12 7 4 10 6 5 9 7'-2 5 12 5'-1 2'-3 2'-10 5 7'-2 6 9 7'-8 5 12 6'-6 2'-3 4'-3 5 7'-8 0.218 0.284 0.202 0.704 89.58
4-6 6 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 5 4 10 6 4 12 7 4 9 6 4 6 7'-2 5 12 5'-1 2'-3 2'-10 5 7'-2 5 9 7'-8 5 12 6'-5 2'-2 4'-3 5 7'-8 0.218 0.284 0.202 0.704 83.79
7-10 6 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 5 4 18 4 4 12 7 4 18 4 4 6 7'-2 5 12 4'-11 2'-1 2'-10 5 7'-2 4 6 7'-8 5 12 6'-4 2'-1 4'-3 5 7'-8 0.218 0.284 0.202 0.704 79.82
11-15 6 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 5 4 17 4 4 12 7 4 17 4 6 9 7'-2 5 12 4'-10 2'-0 2'-10 5 7'-2 6 9 7'-8 5 12 6'-3 2'-0 4'-3 5 7'-8 0.218 0.284 0.202 0.704 90.42
16-20 6 4 8 10 9 9 4 12 5'-5 4 6 16 4 12 5 4 16 4 4 12 7 4 16 4 5 6 7'-2 4 6 4'-9 1'-11 2'-10 4 7'-2 5 6 7'-8 4 6 6'-2 1'-11 4'-3 4 7'-8 0.218 0.284 0.202 0.704 92.74
21-25 6 4 8 10 9 9 5 12 5'-5 4 6 16 4 12 5 4 16 4 4 12 7 4 16 4 7 9 7'-2 4 6 4'-9 1'-11 2'-10 4 7'-2 6 6 7'-8 4 6 6'-2 1'-11 4'-3 4 7'-8 0.218 0.284 0.202 0.704 109.32
26-30 6 4 8.5 11 9 6 4 6 5'-6 4 6 16 4 12 5 4 15 4 4 12 7 4 15 4 6 6 7'-2 4 6 4'-9 1'-10 2'-11 4 7'-2 6 6 7'-8 4 6 6'-2 1'-10 4'-4 4 7'-8 0.229 0.308 0.202 0.739 113.79
31-35 6 4 9.5 12 9 6 4 6 5'-8 4 6 16 4 12 5 4 15 4 4 12 7 4 16 4 6 6 7'-2 4 6 4'-10 1'-10 3'-0 4 7'-2 6 6 7'-8 4 6 6'-4 1'-11 4'-5 4 7'-8 0.252 0.333 0.202 0.787 114.92
36-40 6 4 10.5 12.5 9 9 5 12 5'-10 4 6 16 4 12 5 4 15 4 4 12 7 4 16 4 8 9 7'-2 4 6 4'-10 1'-10 3'-0 4 7'-2 8 9 7'-8 4 6 6'-5 1'-11 4'-6 4 7'-8 0.275 0.345 0.202 0.822 122.58
41-45 6 4 11 13 9 6 4 6 5'-11 4 6 16 4 12 5 4 15 4 4 12 7 4 16 4 8 9 7'-2 4 6 4'-11 1'-10 3'-1 4 7'-2 7 6 7'-8 4 6 6'-5 1'-11 4'-6 4 7'-8 0.287 0.358 0.202 0.847 129.34
46-50 6 4 11.5 14 9 6 4 6 6'-0 4 6 16 4 12 5 4 16 4 4 12 7 4 16 4 7 6 7'-2 4 6 5'-1 1'-11 3'-2 4 7'-2 7 6 7'-8 4 6 6'-6 1'-11 4'-7 4 7'-8 0.299 0.382 0.202 0.883 133.24
51-55 6 4 12 14.5 9 6 4 6 6'-1 4 6 16 4 12 5 4 16 4 4 12 7 4 17 4 7 6 7'-2 4 6 5'-1 1'-11 3'-2 4 7'-2 7 6 7'-8 4 6 6'-8 2'-0 4'-8 4 7'-8 0.310 0.395 0.202 0.907 133.92
VARIABLE DIMENSIONS AND QUANTITIES FOR 6 x 4 BARREL SECTIONS
e1
b1e2
f1
b1
5
4
3ƒ
3
DETAILS
3'-36'-6
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:18 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 6-5-12 11x17_pdf.pltcfg
2
" A "
" B "
4
3 8 S
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 6 5 10.5 10 9 9 4 9 6'-7 4 6 20 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 5 12 7'-7 4'-6 3'-1 -- -- 6 9 7'-8 5 12 8'-2 2'-11 5'-3 5 7'-8 0.275 0.284 0.257 0.816 109.74
1 6 5 9 10 9 9 4 9 6'-6 4 6 20 5 12 5 4 14 6 4 12 7 4 15 6 6 9 7'-2 5 12 7'-5 4'-6 2'-11 -- -- 6 9 7'-8 5 12 8'-4 3'-1 5'-3 5 7'-8 0.241 0.284 0.257 0.782 109.58
2 6 5 8 10 9 9 4 9 6'-5 4 6 20 5 12 5 4 15 6 4 12 7 4 13 6 6 9 7'-2 5 12 3'-1 5 7'-2 6 9 7'-8 5 12 8'-0 2'-9 5'-3 5 7'-8 0.218 0.284 0.257 0.759
3 6 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 5 4 6 4 12 7 4 12 6 5 9 7'-2 5 12 2'-10 5 7'-2 6 9 7'-8 5 12 7'-10 2'-7 5'-3 5 7'-8 0.218 0.284 0.257 0.759
4-8 6 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 5 4 11 6 4 12 7 4 11 6 5 9 7'-2 5 12 5'-4 2'-6 2'-10 5 7'-2 6 9 7'-8 5 12 7'-8 2'-5 5'-3 5 7'-8 0.218 0.284 0.257 0.759 97.18
9-10 6 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 5 4 18 4 4 12 7 4 18 4 4 6 7'-2 5 12 4'-11 2'-1 2'-10 5 7'-2 5 9 7'-8 5 12 7'-4 2'-1 5'-3 5 7'-8 0.218 0.284 0.257 0.759 87.26
11-15 6 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 5 4 18 4 4 12 7 4 18 4 6 9 7'-2 5 12 4'-11 2'-1 2'-10 5 7'-2 6 9 7'-8 5 12 7'-4 2'-1 5'-3 5 7'-8 0.218 0.284 0.257 0.759 97.47
16-20 6 5 8 10 9 9 4 12 6'-5 4 6 20 4 12 5 4 16 4 4 12 7 4 17 4 5 6 7'-2 4 6 4'-9 1'-11 2'-10 4 7'-2 5 6 7'-8 4 6 7'-3 2'-0 5'-3 4 7'-8 0.218 0.284 0.257 0.759 99.68
21-25 6 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 5 4 16 4 4 12 7 4 17 4 6 6 7'-2 4 6 4'-9 1'-11 2'-10 4 7'-2 6 6 7'-8 4 6 7'-3 2'-0 5'-3 4 7'-8 0.218 0.284 0.257 0.759 116.18
26-30 6 5 8.5 11 9 9 5 12 6'-6 4 6 20 4 12 5 4 16 4 4 12 7 4 17 4 6 6 7'-2 4 6 4'-10 1'-11 2'-11 4 7'-2 6 6 7'-8 4 6 7'-4 2'-0 5'-4 4 7'-8 0.229 0.308 0.257 0.794 119.03
31-35 6 5 9.5 12 9 9 5 12 6'-8 4 6 20 4 12 5 4 16 4 4 12 7 4 17 4 6 6 7'-2 4 6 4'-11 1'-11 3'-0 4 7'-2 6 6 7'-8 4 6 7'-5 2'-0 5'-5 4 7'-8 0.252 0.333 0.257 0.842 119.84
36-40 6 5 10.5 12.5 9 6 4 6 6'-10 4 6 20 4 12 5 4 17 4 4 12 7 4 18 4 8 9 7'-2 4 6 5'-0 2'-0 3'-0 4 7'-2 8 9 7'-8 4 6 7'-7 2'-1 5'-6 4 7'-8 0.275 0.345 0.257 0.877 134.58
41-45 6 5 11 13 9 6 4 6 6'-11 4 6 20 4 12 5 4 17 4 4 12 7 4 18 4 8 9 7'-2 4 6 5'-1 2'-0 3'-1 4 7'-2 7 6 7'-8 4 6 7'-7 2'-1 5'-6 4 7'-8 0.287 0.358 0.257 0.902 138.24
46-50 6 5 11.5 14 9 9 5 12 7'-0 4 6 20 4 12 5 4 17 4 4 12 7 4 18 4 8 9 7'-2 6 12 5'-6 2'-0 3'-6 6 7'-2 7 6 7'-8 6 12 7'-8 2'-1 5'-7 6 7'-8 0.299 0.382 0.257 0.938 143.76
51-55 6 5 12.5 14.5 9.5 6 4 6 7'-2 4 6 20 4 12 5 4 9 6 4 12 7 4 9 6 7 6 7'-3 6 12 5'-8 2'-2 3'-6 6 7'-3 7 6 7'-9 6 12 7'-10 2'-2 5'-8 6 7'-9 0.326 0.399 0.271 0.996 155.37
VARIABLE DIMENSIONS AND QUANTITIES FOR 6 x 5 BARREL SECTIONS
e1
f1
b1
b1e2
6
5
4
4•
3ƒ
3
DETAILS
13
6'-2
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:20 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 6-6-12 11x17_pdf.pltcfg
2
" A "
" B "
4
3
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 6 6 10.5 10 9 9 4 12 7'-7 4 6 24 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 4 6 7'-7 4'-6 3'-1 -- -- 6 9 7'-8 4 6 10'-1 3'-10 6'-3 -- -- 0.275 0.284 0.313 0.872 122.92
1 6 6 9 10 9 9 4 9 7'-6 4 6 24 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 5 12 7'-5 4'-6 2'-11 -- -- 6 9 7'-8 5 12 10'-9 4'-6 6'-3 -- -- 0.241 0.284 0.313 0.838 119.03
2 6 6 8 10 9 9 4 9 7'-5 4 6 24 5 12 5 4 14 6 4 12 7 4 17 6 6 9 7'-2 5 12 7'-4 4'-6 2'-10 -- -- 6 9 7'-8 5 12 9'-9 3'-6 6'-3 5 7'-8 0.218 0.284 0.313 0.815 116.87
3 6 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 5 4 17 6 4 12 7 4 15 6 5 9 7'-2 5 12 6'-4 3'-6 2'-10 5 7'-2 6 9 7'-8 5 12 9'-4 3'-1 6'-3 5 7'-8 0.218 0.284 0.313 0.815 107.63
4-7 6 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 5 4 15 6 4 12 7 4 13 6 5 9 7'-2 5 12 3'-1 5 7'-2 6 9 7'-8 5 12 9'-1 2'-10 6'-3 5 7'-8 0.218 0.284 0.313 0.815
8-10 6 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 5 4 11 6 4 12 7 4 11 6 4 6 7'-2 5 12 5'-4 2'-6 2'-10 5 7'-2 6 9 7'-8 5 12 8'-9 2'-6 6'-3 5 7'-8 0.218 0.284 0.313 0.815 103.34
11-15 6 6 8 10 9 9 4 12 7'-5 4 6 24 4 12 5 4 18 4 4 12 7 4 18 4 6 9 7'-2 4 6 4'-11 2'-1 2'-10 4 7'-2 6 9 7'-8 4 6 8'-4 2'-1 6'-3 4 7'-8 0.218 0.284 0.313 0.815 106.79
16-20 6 6 8 10 9 9 4 12 7'-5 4 6 24 4 12 5 4 18 4 4 12 7 4 18 4 5 6 7'-2 4 6 4'-11 2'-1 2'-10 4 7'-2 5 6 7'-8 4 6 8'-4 2'-1 6'-3 4 7'-8 0.218 0.284 0.313 0.815 107.08
21-25 6 6 8 10 9 9 5 12 7'-5 4 6 24 4 12 5 4 18 4 4 12 7 4 18 4 6 6 7'-2 4 6 4'-11 2'-1 2'-10 4 7'-2 6 6 7'-8 4 6 8'-4 2'-1 6'-3 4 7'-8 0.218 0.284 0.313 0.815 126.58
26-30 6 6 8.5 11 9 9 5 12 7'-6 4 6 24 4 12 5 4 10 6 4 12 7 4 10 6 6 6 7'-2 6 12 5'-6 2'-3 3'-3 6 7'-2 6 6 7'-8 6 12 8'-7 2'-3 6'-4 6 7'-8 0.229 0.308 0.313 0.850 139.82
31-35 6 6 9.5 12 9 9 4 12 7'-8 4 6 24 4 12 5 4 9 6 4 12 7 4 10 6 6 6 7'-2 5 6 5'-2 2'-2 3'-0 5 7'-2 6 6 7'-8 5 6 8'-8 2'-3 6'-5 5 7'-8 0.252 0.333 0.313 0.898 146.74
36-40 6 6 10.5 12.5 9.5 9 4 12 7'-10 4 6 24 4 12 5 4 9 6 4 12 7 4 10 6 8 9 7'-3 6 9 5'-7 2'-3 3'-4 6 7'-3 8 9 7'-9 6 9 8'-10 2'-4 6'-6 6 7'-9 0.279 0.349 0.330 0.958 159.97
41-45 6 6 11 13.5 10 9 4 12 7'-11 4 6 24 4 12 5 4 9 6 4 12 7 4 10 6 8 9 7'-4 5 6 5'-4 2'-3 3'-1 5 7'-4 8 9 7'-10 5 6 9'-0 2'-5 6'-7 5 7'-10 0.295 0.379 0.347 1.021 160.53
46-50 6 6 11.5 14 11 9 4 9 8'-0 4 6 24 4 12 5 4 10 6 4 12 7 4 10 6 8 9 7'-6 6 9 5'-11 2'-5 3'-6 6 7'-6 8 9 8'-0 6 9 9'-1 2'-6 6'-7 6 8'-0 0.316 0.399 0.383 1.098 167.92
51-55 6 6 12 14.5 11.5 9 4 9 8'-1 4 6 24 4 12 5 4 9 6 4 12 7 4 10 6 8 9 7'-7 5 6 5'-7 2'-5 3'-2 5 7'-7 8 9 8'-1 5 6 9'-2 2'-6 6'-8 5 8'-1 0.332 0.417 0.400 1.149 167.84
VARIABLE DIMENSIONS AND QUANTITIES FOR 6 x 6 BARREL SECTIONS
f1
e1
6'-2 3'-1 106.68
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:22 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 6-7-12 11x17_pdf.pltcfg
2
" A "
" B "
4
3
4f2 BAR
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 6 7 10.5 10 9 9 4 12 8'-7 4 6 28 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 4 6 7'-7 4'-6 3'-1 -- -- 6 9 7'-8 4 6 11'-9 4'-6 7'-3 -- -- 0.275 0.284 0.368 0.927 131.47
1 6 7 9 10 9 9 4 9 8'-6 4 6 28 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 5 12 7'-5 4'-6 2'-11 -- -- 6 9 7'-8 5 12 11'-9 4'-6 7'-3 -- -- 0.241 0.284 0.368 0.893 125.74
2 6 7 8 10 9 9 4 9 8'-5 4 6 28 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 5 12 7'-4 4'-6 2'-10 -- -- 6 9 7'-8 5 12 11'-9 4'-6 7'-3 -- -- 0.218 0.284 0.368 0.870 125.39
3 6 7 8 10 9 9 4 9 8'-5 4 6 28 4 12 5 4 14 6 4 12 7 4 14 6 5 9 7'-2 5 12 7'-4 4'-6 2'-10 -- -- 6 9 7'-8 5 12 11'-9 4'-6 7'-3 -- -- 0.218 0.284 0.368 0.870 118.95
4-7 6 7 8 10 9 9 4 9 8'-5 4 6 28 4 12 5 4 14 6 4 12 7 4 14 6 5 9 7'-2 5 12 7'-4 4'-6 2'-10 6 9 7'-8 5 12 11'-2 3'-11 7'-3 0.218 0.284 0.368 0.870 117.63
8-10 6 7 8 10 9 9 4 9 8'-5 4 6 28 4 12 5 4 14 6 4 12 7 4 14 6 4 6 7'-2 5 12 2'-11 5 7'-2 6 9 7'-8 5 12 10'-2 2'-11 7'-3 5 7'-8 0.218 0.284 0.368 0.870
11-15 6 7 8 10 9 9 4 12 8'-5 4 6 28 4 12 5 4 11 6 4 12 7 4 11 6 6 9 7'-2 4 6 5'-3 2'-5 2'-10 4 7'-2 6 9 7'-8 4 6 9'-8 2'-5 7'-3 4 7'-8 0.218 0.284 0.368 0.870 117.97
16-20 6 7 8 10 9 9 4 9 8'-5 4 6 28 4 12 5 4 10 6 4 12 7 4 10 6 5 6 7'-2 4 6 5'-2 2'-4 2'-10 4 7'-2 5 6 7'-8 4 6 9'-7 2'-4 7'-3 4 7'-8 0.218 0.284 0.368 0.870 121.37
21-25 6 7 8 10 9 9 4 12 8'-5 4 6 28 4 12 5 4 11 6 4 12 7 4 12 6 6 6 7'-2 6 9 5'-8 2'-6 3'-2 6 7'-2 6 6 7'-8 6 9 9'-10 2'-7 7'-3 6 7'-8 0.218 0.284 0.368 0.870 157.29
26-30 6 7 8.5 11 9 9 4 12 8'-6 4 6 28 4 12 5 4 11 6 4 12 7 4 11 6 6 6 7'-2 5 6 5'-4 2'-5 2'-11 5 7'-2 6 6 7'-8 5 6 9'-10 2'-6 7'-4 5 7'-8 0.229 0.308 0.368 0.905 156.18
31-35 6 7 9.5 12 10 9 4 12 8'-8 4 6 28 4 12 5 4 10 6 4 12 7 4 11 6 6 6 7'-4 5 6 5'-5 2'-5 3'-0 5 7'-4 6 6 7'-10 5 6 10'-0 2'-7 7'-5 5 7'-10 0.260 0.341 0.409 1.010 158.47
36-40 6 7 10 12.5 11 9 4 12 8'-9 4 6 28 4 12 5 4 11 6 4 12 7 4 11 6 6 6 7'-6 6 9 5'-11 2'-7 3'-4 6 7'-6 6 6 8'-0 6 9 10'-2 2'-8 7'-6 6 8'-0 0.279 0.361 0.451 1.091 162.24
41-45 6 7 11 13.5 11.5 9 4 12 8'-11 4 6 28 4 12 5 4 10 6 4 12 7 4 11 6 8 9 7'-7 5 6 5'-8 2'-7 3'-1 5 7'-7 8 9 8'-1 5 6 10'-4 2'-9 7'-7 5 8'-1 0.308 0.391 0.471 1.170 173.53
46-50 6 7 11.5 14 12.5 9 4 9 9'-0 4 6 28 4 12 5 4 10 6 4 12 7 4 11 6 8 9 7'-9 5 6 5'-10 2'-8 3'-2 5 7'-9 8 9 8'-3 5 6 10'-5 2'-10 7'-7 5 8'-3 0.328 0.413 0.512 1.253 179.71
51-55 6 7 12 14.5 13 9 4 9 9'-1 4 6 28 4 12 5 4 11 6 4 12 7 4 11 6 8 9 7'-10 5 6 5'-11 2'-9 3'-2 5 7'-10 8 9 8'-4 5 6 10'-6 2'-10 7'-8 5 8'-4 0.345 0.431 0.532 1.308 181.18
VARIABLE DIMENSIONS AND QUANTITIES FOR 6 x 7 BARREL SECTIONS
f1
b1
b1
e1
e2
6
5
4
4•
3ƒ
3
DETAILS
5'-10 2'-11
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:23 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 6-8-12 11x17_pdf.pltcfg
2
" A "
" B "
4
3
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 6 8 10.5 10 9 9 4 12 9'-7 4 6 32 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 4 6 7'-7 4'-6 3'-1 -- -- 6 9 7'-8 4 6 12'-9 4'-6 8'-3 -- -- 0.275 0.284 0.424 0.983 138.18
1 6 8 9 10 9 9 4 12 9'-6 4 6 32 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 4 6 7'-5 4'-6 2'-11 -- -- 6 9 7'-8 4 6 12'-9 4'-6 8'-3 -- -- 0.241 0.284 0.424 0.949 137.63
2 6 8 8 10 9 9 4 12 9'-5 4 6 32 5 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 4 6 7'-4 4'-6 2'-10 -- -- 5 6 7'-8 4 6 12'-9 4'-6 8'-3 -- -- 0.218 0.284 0.424 0.926 137.45
3 6 8 8 10 9 9 4 12 9'-5 4 6 32 4 12 5 4 14 6 4 12 7 4 14 6 6 9 7'-2 4 6 7'-4 4'-6 2'-10 -- -- 6 9 7'-8 4 6 12'-9 4'-6 8'-3 -- -- 0.218 0.284 0.424 0.926 135.45
4-8 6 8 8 10 9 9 4 12 9'-5 4 6 32 4 12 5 4 14 6 4 12 7 4 14 6 5 9 7'-2 4 6 7'-4 4'-6 2'-10 -- -- 6 9 7'-8 4 6 12'-9 4'-6 8'-3 -- -- 0.218 0.284 0.424 0.926 130.84
9-10 6 8 8 10 9 9 4 12 9'-5 4 6 32 4 12 5 4 14 6 4 12 7 4 14 6 4 6 7'-2 4 6 2'-11 4 7'-2 6 9 7'-8 4 6 11'-2 2'-11 8'-3 4 7'-8 0.218 0.284 0.424 0.926
11-15 6 8 8 10 9 9 4 9 9'-5 4 6 32 4 12 5 4 13 6 4 12 7 4 13 6 6 9 7'-2 4 6 5'-8 2'-10 2'-10 4 7'-2 5 6 7'-8 4 6 11'-1 2'-10 8'-3 4 7'-8 0.218 0.284 0.424 0.926 131.08
16-20 6 8 8 10 9 9 5 12 9'-5 4 6 32 4 12 5 4 13 6 4 12 7 4 13 6 5 6 7'-2 5 9 5'-8 2'-10 2'-10 5 7'-2 5 6 7'-8 5 9 11'-1 2'-10 8'-3 5 7'-8 0.218 0.284 0.424 0.926 138.13
21-25 6 8 8 10 9.5 9 4 9 9'-5 4 6 32 4 12 5 4 13 6 4 12 7 4 13 6 7 9 7'-3 6 9 6'-0 2'-10 3'-2 6 7'-3 6 6 7'-9 6 9 11'-2 2'-11 8'-3 6 7'-9 0.221 0.287 0.447 0.955 171.32
26-30 6 8 8.5 11 10.5 9 4 9 9'-6 4 6 32 4 12 5 4 12 6 4 12 7 4 13 6 7 9 7'-5 6 9 6'-1 2'-10 3'-3 6 7'-5 6 6 7'-11 6 9 11'-3 2'-11 8'-4 6 7'-11 0.240 0.318 0.496 1.054 173.18
31-35 6 8 9.5 12 11.5 9 5 12 9'-8 4 6 32 4 12 5 4 6 4 12 7 4 12 6 7 9 7'-7 5 6 3'-0 5 7'-7 6 6 8'-1 5 6 11'-4 2'-11 8'-5 5 8'-1 0.271 0.352 0.542 1.165
36-40 6 8 10 12.5 12.5 9 5 12 9'-9 4 6 32 4 12 5 4 6 4 12 7 4 12 6 6 6 7'-9 5 6 3'-0 5 7'-9 6 6 8'-3 5 6 11'-5 2'-11 8'-6 5 8'-3 0.291 0.373 0.589 1.253
41-45 6 8 11 13.5 13 6 4 6 9'-11 4 6 32 4 12 5 4 6 4 12 7 4 13 6 6 6 7'-10 5 6 3'-1 5 7'-10 6 6 8'-4 5 6 11'-8 3'-1 8'-7 5 8'-4 0.320 0.404 0.613 1.337
46-50 6 8 11.5 14 14 6 4 6 10'-0 4 6 32 4 12 5 4 12 6 4 12 7 4 12 6 8 9 8'-0 6 9 6'-6 3'-0 3'-6 6 8'-0 8 9 8'-6 6 9 11'-8 3'-1 8'-7 6 8'-6 0.341 0.427 0.659 1.427 202.66
51-55 6 8 12 15 14.5 6 4 6 10'-2 4 6 32 4 12 5 4 12 6 4 12 7 4 13 6 8 9 8'-1 6 9 6'-7 3'-1 3'-6 6 8'-1 8 9 8'-7 6 9 11'-11 3'-3 8'-8 6 8'-7 0.358 0.459 0.683 1.500 205.13
VARIABLE DIMENSIONS AND QUANTITIES FOR 6 x 8 BARREL SECTIONS
e1
f1
13
12
13
2'-115'-10
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:25 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 8-4-12 11x17_pdf.pltcfg
2
" A "
" B "
4
3
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 8 4 12.5 11 9 9 4 9 5'-10 4 6 16 5 12 7 4 13 6 4 12 9 4 17 6 6 9 9'-2 5 12 6'-0 2'-9 3'-3 5 9'-2 6 9 9'-8 6 12 7'-9 3'-5 4'-4 6 9'-8 0.399 0.376 0.202 0.977 121.55
1 8 4 10.5 10.5 9 9 5 12 5'-8 4 6 16 5 12 7 4 6 4 12 9 4 14 6 6 9 9'-2 4 6 3'-0 4 9'-2 6 9 9'-8 4 6 7'-4 3'-0 4'-4 4 9'-8 0.340 0.361 0.202 0.903
2 8 4 8 10 9 6 4 6 5'-5 4 6 16 5 12 7 4 13 6 4 12 9 4 13 6 6 9 9'-2 5 9 2'-10 5 9'-2 5 6 9'-8 5 9 7'-0 2'-9 4'-3 5 9'-8 0.267 0.345 0.202 0.814
3 8 4 8 10 9 6 4 6 5'-5 4 6 16 4 12 7 4 11 6 4 12 9 4 11 6 6 9 9'-2 4 6 5'-3 2'-5 2'-10 4 9'-2 5 6 9'-8 4 6 6'-9 2'-6 4'-3 4 9'-8 0.267 0.345 0.202 0.814 116.37
4-7 8 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 7 4 11 6 4 12 9 4 11 6 6 9 9'-2 4 6 5'-3 2'-5 2'-10 4 9'-2 5 6 9'-8 4 6 6'-8 2'-5 4'-3 4 9'-8 0.267 0.345 0.202 0.814 111.39
8-10 8 4 8 10 9 9 4 9 5'-5 4 6 16 4 12 7 4 10 6 4 12 9 4 10 6 6 9 9'-2 4 6 5'-2 2'-4 2'-10 4 9'-2 5 6 9'-8 4 6 6'-7 2'-4 4'-3 4 9'-8 0.267 0.345 0.202 0.814 110.95
11-15 8 4 8 10 9 6 4 6 5'-5 4 6 16 4 12 7 4 10 6 4 12 9 4 10 6 6 6 9'-2 5 9 5'-2 2'-4 2'-10 5 9'-2 6 6 9'-8 5 9 6'-7 2'-4 4'-3 5 9'-8 0.267 0.345 0.202 0.814 136.13
16-20 8 4 8.5 10.5 9 9 4 12 5'-6 4 6 16 4 12 7 4 10 6 4 12 9 4 10 6 6 6 9'-2 5 6 5'-1 2'-3 2'-10 5 9'-2 7 6 9'-8 5 6 6'-7 2'-3 4'-4 5 9'-8 0.282 0.361 0.202 0.845 154.92
21-25 8 4 10 12 9 9 4 12 5'-9 4 6 16 4 12 7 4 18 4 4 12 9 4 18 4 7 6 9'-2 5 6 5'-1 2'-1 3'-0 5 9'-2 7 6 9'-8 5 6 6'-6 2'-1 4'-5 5 9'-8 0.326 0.407 0.202 0.935 162.37
26-30 8 4 11 13.5 9 9 4 9 5'-11 4 6 16 4 12 7 4 18 4 4 12 9 4 17 4 7 6 9'-2 6 9 5'-6 2'-1 3'-5 6 9'-2 7 6 9'-8 6 9 6'-7 2'-0 4'-7 6 9'-8 0.355 0.453 0.202 1.010 167.24
31-35 8 4 12.5 14.5 9 6 4 6 6'-2 4 6 16 4 12 7 4 17 4 4 12 9 4 17 4 7 6 9'-2 6 12 5'-6 2'-0 3'-6 6 9'-2 7 6 9'-8 6 12 6'-8 2'-0 4'-8 6 9'-8 0.399 0.484 0.202 1.085 161.89
36-40 8 4 13.5 16 9 6 4 6 6'-4 4 6 16 4 12 7 4 17 4 4 12 9 4 18 4 9 9 9'-2 6 12 5'-8 2'-0 3'-8 6 9'-2 9 9 9'-8 6 12 6'-10 2'-1 4'-9 6 9'-8 0.428 0.530 0.202 1.160 174.76
41-45 8 4 14.5 16.5 9.5 9 4 12 6'-6 4 6 16 4 12 7 4 17 4 4 12 9 4 9 6 9 9 9'-3 6 9 5'-9 2'-1 3'-8 6 9'-3 8 6 9'-9 6 9 7'-0 2'-2 4'-10 6 9'-9 0.463 0.551 0.213 1.227 188.26
46-50 8 4 15.5 17.5 9.5 6 4 6 6'-8 4 6 16 4 12 7 4 10 6 4 12 9 4 9 6 8 6 9'-3 6 12 6'-1 2'-4 3'-9 6 9'-3 8 6 9'-9 6 12 7'-2 2'-3 4'-11 6 9'-9 0.492 0.582 0.213 1.287 194.21
51-55 8 4 16 18.5 10 6 4 6 6'-9 4 6 16 4 12 7 4 10 6 4 12 9 4 10 6 8 6 9'-4 6 12 6'-3 2'-5 3'-10 6 9'-4 8 6 9'-10 6 12 7'-4 2'-4 5'-0 6 9'-10 0.512 0.619 0.224 1.355 196.42
VARIABLE DIMENSIONS AND QUANTITIES FOR 8 x 4 BARREL SECTIONS
f1
e1
14 6'-0 3'-0
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:27 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 8-5-12 11x17_pdf.pltcfg
2
" A "
" B "
4
5 '-
0
= " H "
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 8 5 12.5 11 9 9 4 9 6'-10 4 6 20 5 12 7 4 18 6 4 12 9 4 17 6 6 9 9'-2 5 12 6'-10 3'-7 3'-3 5 9'-2 6 9 9'-8 6 12 8'-9 3'-5 5'-4 6 9'-8 0.399 0.376 0.257 1.032 131.11
1 8 5 10.5 10.5 9 9 5 12 6'-8 4 6 20 5 12 7 4 17 6 4 12 9 4 15 6 6 9 9'-2 4 6 6'-6 3'-6 3'-0 4 9'-2 6 9 9'-8 4 6 8'-5 3'-1 5'-4 4 9'-8 0.340 0.361 0.257 0.958 129.16
2 8 5 8 10 9 9 5 12 6'-5 4 6 20 5 12 7 4 6 4 12 9 4 13 6 6 9 9'-2 4 6 2'-10 4 9'-2 5 6 9'-8 4 6 8'-0 2'-9 5'-3 4 9'-8 0.267 0.345 0.257 0.869
3 8 5 8 10 9 9 5 12 6'-5 4 6 20 4 12 7 4 11 6 4 12 9 4 11 6 6 9 9'-2 4 6 5'-4 2'-6 2'-10 4 9'-2 5 6 9'-8 4 6 7'-9 2'-6 5'-3 4 9'-8 0.267 0.345 0.257 0.869 121.21
4-7 8 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 7 4 11 6 4 12 9 4 11 6 6 9 9'-2 4 6 5'-3 2'-5 2'-10 4 9'-2 5 6 9'-8 4 6 7'-9 2'-6 5'-3 4 9'-8 0.267 0.345 0.257 0.869 118.74
8-10 8 5 8 10 9 9 4 9 6'-5 4 6 20 4 12 7 4 10 6 4 12 9 4 10 6 6 9 9'-2 4 6 5'-2 2'-4 2'-10 4 9'-2 5 6 9'-8 4 6 7'-7 2'-4 5'-3 4 9'-8 0.267 0.345 0.257 0.869 118.08
11-15 8 5 8 10 9 6 4 6 6'-5 4 6 20 4 12 7 4 10 6 4 12 9 4 10 6 6 6 9'-2 5 9 5'-2 2'-4 2'-10 5 9'-2 6 6 9'-8 5 9 7'-7 2'-4 5'-3 5 9'-8 0.267 0.345 0.257 0.869 144.34
16-20 8 5 8.5 11 9 9 4 12 6'-6 4 6 20 4 12 7 4 10 6 4 12 9 4 9 6 6 6 9'-2 5 6 5'-2 2'-3 2'-11 5 9'-2 7 6 9'-8 5 6 7'-6 2'-2 5'-4 5 9'-8 0.282 0.376 0.257 0.915 163.18
21-25 8 5 10 12 9 9 4 12 6'-9 4 6 20 4 12 7 4 18 4 4 12 9 4 9 6 7 6 9'-2 5 6 5'-1 2'-1 3'-0 5 9'-2 7 6 9'-8 5 6 7'-7 2'-2 5'-5 5 9'-8 0.326 0.407 0.257 0.990 172.26
26-30 8 5 11 13.5 9 9 4 12 6'-11 4 6 20 4 12 7 4 18 4 4 12 9 4 18 4 7 6 9'-2 6 9 5'-6 2'-1 3'-5 6 9'-2 7 6 9'-8 6 9 7'-8 2'-1 5'-7 6 9'-8 0.355 0.453 0.257 1.065 173.29
31-35 8 5 12.5 14.5 9 6 4 6 7'-2 4 6 20 4 12 7 4 18 4 4 12 9 4 9 6 7 6 9'-2 6 12 5'-7 2'-1 3'-6 6 9'-2 7 6 9'-8 6 12 7'-10 2'-2 5'-8 6 9'-8 0.399 0.484 0.257 1.140 172.61
36-40 8 5 13.5 15.5 9 6 4 6 7'-4 4 6 20 4 12 7 4 18 4 4 12 9 4 9 6 9 9 9'-2 6 12 5'-8 2'-1 3'-7 6 9'-2 8 6 9'-8 6 12 7'-11 2'-2 5'-9 6 9'-8 0.428 0.515 0.257 1.200 191.34
41-45 8 5 14.5 17 9 6 4 6 7'-6 4 6 20 4 12 7 4 9 6 4 12 9 4 10 6 9 9 9'-2 6 12 5'-11 2'-2 3'-9 6 9'-2 8 6 9'-8 6 12 8'-1 2'-3 5'-10 6 9'-8 0.458 0.561 0.257 1.276 194.47
46-50 8 5 15.5 17.5 9.5 6 4 6 7'-8 4 6 20 4 12 7 4 10 6 4 12 9 4 10 6 8 6 9'-3 6 12 6'-1 2'-4 3'-9 6 9'-3 8 6 9'-9 6 12 8'-3 2'-4 5'-11 6 9'-9 0.492 0.582 0.271 1.345 203.00
51-55 8 5 16 18.5 10 6 4 6 7'-9 4 6 20 4 12 7 4 10 6 4 12 9 4 10 6 8 6 9'-4 6 12 6'-3 2'-5 3'-10 6 9'-4 8 6 9'-10 6 12 8'-5 2'-5 6'-0 6 9'-10 0.512 0.619 0.285 1.416 205.26
VARIABLE DIMENSIONS AND QUANTITIES FOR 8 x 5 BARREL SECTIONS
e1
b1
b1
f1
4f2
e2
6
5
4
4•
3ƒ
3
DETAILS
13 2'-105'-8 125.39
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:34 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 8-6-12 11x17_pdf.pltcfg
2
" A "
" B "
4
8'-0 = "S"
3
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 8 6 12.5 11 9 9 4 9 7'-10 4 6 24 5 12 7 4 13 8 4 12 9 4 18 6 6 9 9'-2 5 12 8'-9 5'-6 3'-3 -- -- 6 9 9'-8 6 12 9'-11 3'-7 6'-4 6 9'-8 0.399 0.376 0.313 1.088 144.45
1 8 6 10.5 11 9 9 4 9 7'-8 4 6 24 5 12 7 4 13 8 4 12 9 4 18 6 6 9 9'-2 5 12 8'-7 5'-6 3'-1 -- -- 6 9 9'-8 6 12 9'-11 3'-7 6'-4 6 9'-8 0.340 0.376 0.313 1.029 143.76
2 8 6 8 10 9 9 5 12 7'-5 4 6 24 5 12 7 4 15 6 4 12 9 4 14 6 5 6 9'-2 4 6 6'-0 3'-2 2'-10 4 9'-2 5 6 9'-8 4 6 9'-2 2'-11 6'-3 4 9'-8 0.267 0.345 0.313 0.925 134.39
3 8 6 8 10 9 9 5 12 7'-5 4 6 24 4 12 7 4 13 6 4 12 9 4 13 6 5 6 9'-2 4 6 5'-8 2'-10 2'-10 4 9'-2 5 6 9'-8 4 6 9'-0 2'-9 6'-3 4 9'-8 0.267 0.345 0.313 0.925 130.45
4-7 8 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 7 4 6 4 12 9 4 12 6 6 9 9'-2 4 6 2'-10 4 9'-2 5 6 9'-8 4 6 8'-11 2'-8 6'-3 4 9'-8 0.267 0.345 0.313 0.925 127.47
8-10 8 6 8 10 9 9 4 9 7'-5 4 6 24 4 12 7 4 11 6 4 12 9 4 11 6 5 6 9'-2 4 6 5'-3 2'-5 2'-10 4 9'-2 5 6 9'-8 4 6 8'-8 2'-5 6'-3 4 9'-8 0.267 0.345 0.313 0.925 125.84
11-15 8 6 8 10 9 6 4 6 7'-5 4 6 24 4 12 7 4 11 6 4 12 9 4 11 6 6 6 9'-2 5 9 5'-3 2'-5 2'-10 5 9'-2 6 6 9'-8 5 9 8'-8 2'-5 6'-3 5 9'-8 0.267 0.345 0.313 0.925 153.05
16-20 8 6 8.5 10.5 9 9 4 12 7'-6 4 6 24 4 12 7 4 10 6 4 12 9 4 10 6 7 6 9'-2 5 6 5'-2 2'-4 2'-10 5 9'-2 7 6 9'-8 5 6 8'-8 2'-4 6'-4 5 9'-8 0.282 0.361 0.313 0.956 182.21
21-25 8 6 10 12 9 9 4 12 7'-9 4 6 24 4 12 7 4 10 6 4 12 9 4 10 6 7 6 9'-2 6 9 5'-8 2'-4 3'-4 6 9'-2 7 6 9'-8 6 9 8'-9 2'-4 6'-5 6 9'-8 0.326 0.407 0.313 1.046 184.95
26-30 8 6 11 13.5 9 9 4 9 7'-11 4 6 24 4 12 7 4 10 6 4 12 9 4 10 6 7 6 9'-2 6 9 5'-8 2'-3 3'-5 6 9'-2 7 6 9'-8 6 9 8'-10 2'-3 6'-7 6 9'-8 0.355 0.453 0.313 1.121 188.84
31-35 8 6 12.5 15 9 9 4 12 8'-2 4 6 24 4 12 7 4 10 6 4 12 9 4 10 6 7 6 9'-2 6 9 5'-10 2'-3 3'-7 6 9'-2 7 6 9'-8 6 9 9'-0 2'-4 6'-8 6 9'-8 0.399 0.500 0.313 1.212 187.29
36-40 8 6 13.5 16 9.5 9 4 9 8'-4 4 6 24 4 12 7 4 10 6 4 12 9 4 10 6 9 9 9'-3 6 9 6'-0 2'-4 3'-8 6 9'-3 9 9 9'-9 6 9 9'-2 2'-5 6'-9 6 9'-9 0.433 0.536 0.330 1.299 204.50
41-45 8 6 14.5 16.5 10.5 9 4 9 8'-6 4 6 24 4 12 7 4 10 6 4 12 9 4 11 6 9 9 9'-5 5 6 5'-10 2'-6 3'-4 5 9'-5 8 6 9'-11 5 6 9'-5 2'-7 6'-10 5 9'-11 0.473 0.560 0.366 1.399 213.53
46-50 8 6 15 17.5 10.5 9 4 9 8'-7 4 6 24 4 12 7 4 10 6 4 12 9 4 11 6 8 6 9'-5 5 6 5'-11 2'-6 3'-5 5 9'-5 8 6 9'-11 5 6 9'-6 2'-7 6'-11 5 9'-11 0.488 0.592 0.366 1.446 220.66
51-55 8 6 16 18.5 11.5 6 4 6 8'-9 4 6 24 4 12 7 4 11 6 4 12 9 4 11 6 8 6 9'-7 6 9 6'-6 2'-8 3'-10 6 9'-7 8 6 10'-1 6 9 9'-9 2'-9 7'-0 6 10'-1 0.529 0.635 0.400 1.564 233.82
VARIABLE DIMENSIONS AND QUANTITIES FOR 8 x 6 BARREL SECTIONS
f1
e1
b1
b1
4f2
e2
6
5
4
4•
3ƒ
3
DETAILS
13 2'-105'-8
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:35 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 8-7-12 11x17_pdf.pltcfg
" B "
4
4f2 BAR
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 8 7 12.5 11 9 9 4 9 8'-10 4 6 28 5 12 7 4 13 8 4 12 9 4 14 8 6 9 9'-2 5 12 8'-9 5'-6 3'-3 -- -- 5 6 9'-8 6 12 11'-5 4'-1 7'-4 6 9'-8 0.399 0.376 0.368 1.143 155.24
1 8 7 10.5 11 9 9 4 9 8'-8 4 6 28 5 12 7 4 13 8 4 12 9 4 15 8 6 9 9'-2 5 12 8'-7 5'-6 3'-1 -- -- 5 6 9'-8 6 12 11'-10 4'-6 7'-4 6 9'-8 0.340 0.376 0.368 1.084 155.92
2 8 7 8 10 9 9 5 12 8'-5 4 6 28 5 12 7 4 14 8 4 12 9 4 17 6 5 6 9'-2 4 6 6'-11 4'-1 2'-10 4 9'-2 7 9 9'-8 4 6 10'-8 3'-5 7'-3 4 9'-8 0.267 0.345 0.368 0.980 154.21
3 8 7 8 10 9 9 5 12 8'-5 4 6 28 4 12 7 4 16 6 4 12 9 4 15 6 5 6 9'-2 4 6 6'-2 3'-4 2'-10 4 9'-2 7 9 9'-8 4 6 10'-5 3'-2 7'-3 4 9'-8 0.267 0.345 0.368 0.980 147.58
4-8 8 7 8 10 9 9 4 9 8'-5 4 6 28 4 12 7 4 15 6 4 12 9 4 14 6 5 6 9'-2 4 6 3'-1 4 9'-2 5 6 9'-8 4 6 10'-3 3'-0 7'-3 4 9'-8 0.267 0.345 0.368 0.980
9-10 8 7 8 10 9 9 4 12 8'-5 4 6 28 4 12 7 4 11 6 4 12 9 4 11 6 6 9 9'-2 4 6 5'-3 2'-5 2'-10 4 9'-2 5 6 9'-8 4 6 9'-8 2'-5 7'-3 4 9'-8 0.267 0.345 0.368 0.980 129.29
11-15 8 7 8 10 9 9 4 12 8'-5 4 6 28 4 12 7 4 11 6 4 12 9 4 11 6 6 6 9'-2 5 6 5'-4 2'-6 2'-10 5 9'-2 6 6 9'-8 5 6 9'-9 2'-6 7'-3 5 9'-8 0.267 0.345 0.368 0.980 170.74
16-20 8 7 9 10.5 9 9 4 12 8'-6 4 6 28 4 12 7 4 11 6 4 12 9 4 11 6 8 9 9'-2 5 6 5'-4 2'-5 2'-11 5 9'-2 7 6 9'-8 5 6 9'-9 2'-5 7'-4 5 9'-8 0.296 0.361 0.368 1.025 187.68
21-25 8 7 10 12 9 9 4 9 8'-9 4 6 28 4 12 7 4 11 6 4 12 9 4 11 6 7 6 9'-2 6 9 5'-9 2'-5 3'-4 6 9'-2 7 6 9'-8 6 9 9'-11 2'-6 7'-5 6 9'-8 0.326 0.407 0.368 1.101 197.89
26-30 8 7 11 13.5 9 9 4 9 8'-11 4 6 28 4 12 7 4 11 6 4 12 9 4 11 6 7 6 9'-2 6 9 5'-10 2'-5 3'-5 6 9'-2 7 6 9'-8 6 9 10'-1 2'-6 7'-7 6 9'-8 0.355 0.453 0.368 1.176 199.26
31-35 8 7 12.5 14.5 10.5 9 4 9 9'-2 4 6 28 4 12 7 4 11 6 4 12 9 4 11 6 7 6 9'-5 5 6 5'-9 2'-7 3'-2 5 9'-5 7 6 9'-11 5 6 10'-4 2'-8 7'-8 5 9'-11 0.412 0.497 0.431 1.340 202.68
36-40 8 7 13.5 16 11 6 4 6 9'-4 4 6 28 4 12 7 4 11 6 4 12 9 4 12 6 7 6 9'-6 6 9 6'-4 2'-8 3'-8 6 9'-6 7 6 10'-0 6 9 10'-6 2'-9 7'-9 6 10'-0 0.447 0.549 0.451 1.447 214.87
41-45 8 7 14.5 17 11.5 6 4 6 9'-6 4 6 28 4 12 7 4 11 6 4 12 9 4 12 6 9 9 9'-7 6 9 6'-6 2'-9 3'-9 6 9'-7 9 9 10'-1 6 9 10'-8 2'-10 7'-10 6 10'-1 0.483 0.587 0.471 1.541 229.21
46-50 8 7 15 17.5 12.5 6 4 6 9'-7 4 6 28 4 12 7 4 12 6 4 12 9 4 12 6 9 9 9'-9 5 6 6'-4 2'-11 3'-5 5 9'-9 9 9 10'-3 5 6 10'-11 3'-0 7'-11 5 10'-3 0.508 0.614 0.512 1.634 231.50
51-55 8 7 16 18.5 13 6 4 6 9'-9 4 6 28 4 12 7 4 12 6 4 12 9 4 13 6 8 6 9'-10 5 6 6'-6 3'-0 3'-6 5 9'-10 8 6 10'-4 5 6 11'-1 3'-1 8'-0 5 10'-4 0.545 0.652 0.532 1.729 247.68
VARIABLE DIMENSIONS AND QUANTITIES FOR 8 x 7 BARREL SECTIONS
f1
e1
6'-2 3'-1 137.03
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:37 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 8-8-12 11x17_pdf.pltcfg
4 6"C"3
4f2 BAR
BARS
D=
NOTE:
NOTES:
3.
2.
1.
e1
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 8 8 12.5 11 9 9 4 9 9'-10 4 6 32 5 12 7 4 13 8 4 12 9 4 13 8 6 9 9'-2 5 12 8'-9 5'-6 3'-3 -- -- 5 6 9'-8 6 12 14'-0 5'-8 8'-4 -- -- 0.399 0.376 0.424 1.199 167.26
1 8 8 10.5 11 9 9 4 9 9'-8 4 6 32 5 12 7 4 13 8 4 12 9 4 13 8 6 9 9'-2 4 6 8'-7 5'-6 3'-1 -- -- 5 6 9'-8 4 6 13'-10 5'-6 8'-4 -- -- 0.340 0.376 0.424 1.140 162.61
2 8 8 8 10 9 9 5 12 9'-5 4 6 32 5 12 7 4 13 8 4 12 9 4 13 8 7 9 9'-2 5 9 8'-4 5'-6 2'-10 -- -- 6 6 9'-8 5 9 12'-11 4'-8 8'-3 -- -- 0.267 0.345 0.424 1.036 182.47
3 8 8 8 10 9 9 5 12 9'-5 4 6 32 4 12 7 4 13 8 4 12 9 4 13 8 5 6 9'-2 5 9 7'-9 4'-11 2'-10 -- -- 6 6 9'-8 5 9 12'-2 3'-11 8'-3 5 9'-8 0.267 0.345 0.424 1.036 169.76
4-7 8 8 8 10 9 9 4 9 9'-5 4 6 32 4 12 7 4 12 8 4 12 9 4 17 6 6 9 9'-2 4 6 6'-7 3'-9 2'-10 4 9'-2 5 6 9'-8 4 6 11'-8 3'-5 8'-3 4 9'-8 0.267 0.345 0.424 1.036 147.61
8-10 8 8 8 10 9 9 5 12 9'-5 4 6 32 4 12 7 4 14 6 4 12 9 4 14 6 5 6 9'-2 5 9 3'-0 5 9'-2 7 9 9'-8 5 9 11'-3 3'-0 8'-3 5 9'-8 0.267 0.345 0.424 1.036
11-15 8 8 8 10 9 9 4 12 9'-5 4 6 32 4 12 7 4 6 4 12 9 4 12 6 6 6 9'-2 5 6 2'-10 5 9'-2 6 6 9'-8 5 6 10'-11 2'-8 8'-3 5 9'-8 0.267 0.345 0.424 1.036
16-20 8 8 9 10.5 9 9 4 9 9'-6 4 6 32 4 12 7 4 12 6 4 12 9 4 13 6 8 9 9'-2 6 9 5'-11 2'-8 3'-3 6 9'-2 7 6 9'-8 6 9 11'-1 2'-9 8'-4 6 9'-8 0.296 0.361 0.424 1.081 203.63
21-25 8 8 10 12.5 9.5 9 4 12 9'-9 4 6 32 4 12 7 4 11 6 4 12 9 4 12 6 7 6 9'-3 5 6 5'-7 2'-7 3'-0 5 9'-3 7 6 9'-9 5 6 11'-2 2'-8 8'-6 5 9'-9 0.329 0.427 0.447 1.203 203.63
26-30 8 8 11 13.5 10.5 9 5 12 9'-11 4 6 32 4 12 7 4 12 6 4 12 9 4 12 6 7 6 9'-5 5 6 5'-10 2'-9 3'-1 5 9'-5 7 6 9'-11 5 6 11'-5 2'-10 8'-7 5 9'-11 0.367 0.465 0.496 1.328 215.03
31-35 8 8 12.5 15 11.5 6 4 6 10'-2 4 6 32 4 12 7 4 12 6 4 12 9 4 13 6 7 6 9'-7 6 9 6'-5 2'-10 3'-7 6 9'-7 7 6 10'-1 6 9 11'-8 3'-0 8'-8 6 10'-1 0.421 0.522 0.542 1.485 225.63
36-40 8 8 13.5 16 12.5 9 6 9 10'-4 4 6 32 4 12 7 4 12 6 4 12 9 4 13 6 7 6 9'-9 6 9 6'-8 3'-0 3'-8 6 9'-9 7 6 10'-3 6 9 11'-10 3'-1 8'-9 6 10'-3 0.462 0.565 0.589 1.616 243.29
41-45 8 8 14.5 17 13.5 9 6 12 10'-6 4 6 32 4 12 7 4 6 4 12 9 4 13 6 7 6 9'-11 5 6 3'-5 5 9'-11 7 6 10'-5 5 6 12'-1 3'-3 8'-10 5 10'-5 0.503 0.608 0.636 1.747
46-50 8 8 15 18 14 9 6 9 10'-8 4 6 32 4 12 7 4 6 4 12 9 4 14 6 9 9 10'-0 5 6 3'-5 5 10'-0 9 9 10'-6 5 6 12'-3 3'-4 8'-11 5 10'-6 0.524 0.647 0.659 1.830
51-55 8 8 16 18.5 15 9 4 9 10'-9 4 6 32 4 12 7 4 13 6 4 12 9 4 14 6 9 9 10'-2 7 9 7'-8 3'-4 4'-4 7 10'-2 9 9 10'-8 7 9 12'-5 3'-5 9'-0 7 10'-8 0.566 0.675 0.706 1.947 274.53
VARIABLE DIMENSIONS AND QUANTITIES FOR 8 x 8 BARREL SECTIONS
DETAILS
13
14
DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN
IN LOW FILL SITUATIONS.
CONJUNCTION WITH SHEET RCB G2-12.
DIMENSIONS LISTED ON THIS SHEET TO BE USED IN
E N
T H I S
L A
T E
S T
R E
1/30/2017 9:56:39 AM bkloss W:\Highway\Bridge\Standards\Culverts\LRFD\EnglishLRFDSignedSingleCulverts.dgn RCB 8-9-12 11x17_pdf.pltcfg
" B "
4
3
C L .
BARS
D=
NOTE:
NOTES:
3.
2.
1.
DIMENSIONS BAR LIST QUANTITIES
a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT)
(LB/FT)
STEEL
FILL S H A B C D SIZE SP. L SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. NO. SIZE SP. L SIZE SP. L H V SIZE L SIZE SP. L SIZE SP. L H V SIZE L SLAB FLOOR WALLS TOTAL
0 8 9 12.5 11 9 9 4 9 10'-10 4 6 36 5 12 7 4 13 8 4 12 9 4 13 8 5 6 9'-2 5 12 8'-9 5'-6 3'-3 -- -- 5 6 9'-8 6 12 15'-0 5'-8 9'-4 -- -- 0.399 0.376 0.479 1.254 175.11
1 8 9 10.5 11 9 9 5 12 10'-8 4 6 36 5 12 7 4 13 8 4 12 9 4 13 8 6 9 9'-2 5 9 8'-7 5'-6 3'-1 -- -- 5 6 9'-8 5 9 14'-10 5'-6 9'-4 -- -- 0.340 0.376 0.479 1.195 178.21
2 8 9 8 10 9 6 4 6 10'-5 4 6 36 5 12 7 4 13 8 4 12 9 4 13 8 7 9 9'-2 5 9 8'-4 5'-6 2'-10 -- -- 6 6 9'-8 5 9 14'-9 5'-6 9'-3 -- -- 0.267 0.345 0.479 1.091 198.16
3 8 9 8 10 9 6 4 6 10'-5 4 6 36 4 12 7 4 13 8 4 12 9 4 13 8 7 9 9'-2 5 9 8'-4 5'-6 2'-10 -- -- 6 6 9'-8 5 9 14'-9 5'-6 9'-3 -- -- 0.267 0.345 0.479 1.091 195.55
4-8 8 9 8 10 9 9 5 12 10'-5 4 6 36 4 12 7 4 13 8 4 12 9 4 13 8 5 6 9'-2 5 9 8'-4 5'-6 2'-10 6 6 9'-8 5 9 13'-11 4'-8 9'-3 0.267 0.345 0.479 1.091 180.82
9-10 8 9 8 10 9 9 4 9 10'-5 4 6 36 4 12 7 4 15 6 4 12 9 4 15 6 5 6 9'-2 5 9 3'-1 5 9'-2 5 6 9'-8 5 9 12'-4 3'-1 9'-3 5 9'-8 0.267 0.345 0.479 1.091
11-15 8 9 8 10 9 9 4 12 10'-5 4 6 36 4 12 7 4 14 6 4 12 9 4 14 6 6 6 9'-2 5 6 3'-0 5 9'-2 6 6 9'-8 5 6 12'-3 3'-0 9'-3 5 9'-8 0.267 0.345 0.479 1.091
16-20 8 9 8.5 10.5 9.5 9 4 9 10'-6 4 6 36 4 12 7 4 13 6 4 12 9 4 13 6 7 6 9'-3 5 6 2'-11 5 9'-3 7 6 9'-9 5 6 12'-3 2'-11 9'-4 5 9'-9 0.285 0.364 0.506 1.155
21-25 8 9 10 12.5 11 6 4 6 10'-9 4 6 36 4 12 7 4 6 4 12 9 4 14 6 8 9 9'-6 6 9 3'-4 6 9'-6 7 6 10'-0 6 9 12'-7 3'-1 9'-6 6 10'-0 0.341 0.438 0.587 1.366
26-30 8 9 11.5 14 12 9 6 12 11'-0 4 6 36 4 12 7 4 13 6 4 12 9 4 14 6 8 9 9'-8 6 9 6'-7 3'-1 3'-6 6 9'-8 7 6 10'-2 6 9 12'-9 3'-2 9'-7 6 10'-2 0.395 0.495 0.640 1.530 236.97
31-35 8 9 12.5 15 13 9 6 9 11'-2 4 6 36 4 12 7 4 13 6 4 12 9 4 14 6 8 9 9'-10 6 9 6'-9 3'-2 3'-7 6 9'-10 7 6 10'-4 6 9 13'-0 3'-4 9'-8 6 10'-4 0.435 0.537 0.693 1.665 251.18
36-40 8 9 13.5 16 14 9 6 9 11'-4 4 6 36 4 12 7 4 14 6 4 12 9 4 14 6 7 6 10'-0 5 6 6'-8 3'-4 3'-4 5 10'-0 7 6 10'-6 5 6 13'-2 3'-5 9'-9 5 10'-6 0.476 0.580 0.746 1.802 257.95
41-45 8 9 14.5 17 15 9 6 9 11'-6 4 6 36 4 12 7 4 14 6 4 12 9 4 15 6 7 6 10'-2 5 6 6'-10 3'-5 3'-5 5 10'-2 7 6 10'-8 5 6 13'-5 3'-7 9'-10 5 10'-8 0.518 0.625 0.799 1.942 261.76
46-50 8 9 15.5 18 15.5 9 4 9 11'-8 4 6 36 4 12 7 4 14 6 4 12 9 4 15 6 7 6 10'-3 7 9 7'-11 3'-7 4'-4 7 10'-3 7 6 10'-9 7 9 13'-7 3'-8 9'-11 7 10'-9 0.555 0.664 0.825 2.044 275.11
51-55 8 9 16 19 16.5 9 5 12 11'-10 4 6 36 4 12 7 4 14 6 4 12 9 4 15 6 9 9 10'-5 7 9 8'-1 3'