6/28/2016 12:49:43 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PRCB G1-13 11x17_pdf.pltcfg
PRCB G1-13
BOX CULVERT STANDARDS
SINGLE PRECAST REINFORCED CONCRETE
GENERAL NOTES
INDEX AND
GENERAL NOTES:
SPECIFICATIONS:
DESIGN STRESSES:
CONSTRUCTION:
DESIGN:
INDEX FOR PRECAST CULVERT STANDARDS:
PEP 1-13
PES 4-13
PES 3-13-T3
PES 2-13-T3
PES 1-13-T3
PES 1-13-T1
PRCB 12-13
PRCB 10-13
PRCB 8-13
PRCB 6-13
PRCB G2-13
PRCB G1-13
EMBANKMENT PROTECTION DETAILS, 0° TO 45° SKEWS
ALTERNATE CURTAIN WALL DETAILS
TYPE 3 LINTEL BEAM DETAILS, 0° TO 45° SKEWS
TYPE 3 END SECTION DETAILS, 7.5° TO 45° SKEWS
TYPE 3 END SECTION DETAILS, UP TO 7.5° SKEWS
TYPE 1 END SECTION DETAILS, UP TO 7.5° SKEWS
CULVERT BARREL DETAILS, 12' SPANS
CULVERT BARREL DETAILS, 10' SPANS
CULVERT BARREL DETAILS, 8' SPANS
CULVERT BARREL DETAILS, 6' SPANS
TYPICAL CULVERT BARREL DETAILS
INDEX & GENERAL NOTES
DESIGN f'c = 5 ksi.
SECTIONS AS NOTED ON CULVERT BARREL DETAIL STANDARDS, FOR END SECTION
CONCRETE IN ACCORDANCE WITH AASHTO LRFD SECTION 5, f'c FOR BARREL
WELDED WIRE REINFORCEMENT IN ACCORDANCE WITH AASHTO LRFD SECTION 5.
BAR REINFORCEMENT 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
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
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 5TH ED., SERIES OF 2010.
EN
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Highway Division
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
ENGLISH SIZE
BAR DESIGNATION 13
4
16
5
19
6
10
3
29
9
25
8
22
7
36
11
32
10
1 LAYER OF REINFORCEMENT BARS.
BARS OR
1 LAYER OF WELDED WIRE REINFORCEMENT AND I LAYER OF REINFORCEMENT
1 OR 2 LAYERS OF WELDED WIRE REINFORCEMENT OR
07-2016
RE
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AD
DE
D
TH
E
DE
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GN
VE
RTIC
AL
AN
D
HO
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ON
TA
L
EA
RT
H P
RE
SS
UR
ES
AN
D
RE
NU
MB
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ED
TH
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GE
NE
RA
L
NO
TE
S.
END SECTIONS AND ALLOW INLET AND OUTLET END SECTIONS TO BE SIMILAR.
SECTION MAY BE A DOUBLE GROOVE BARREL TO FACILITATE PLACEMENT OF OUTLET
THE FIRST PRECAST BARREL SECTION ADJACENT TO THE OUTLET PRECAST END
EQUIVALENT TO THE BAR DIAMETER IN MILLIMETERS.
DESIGNATION" IS THE STAMPED IMPRESSION ON THE REINFORCING BARS, AND IS
PRECAST PLANT MAY DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR
( #3 IS … INCH DIAMETER BAR ). ENGLISH REINFORCING STEEL RECEIVED AT THE
THESE CULVERT STANDARDS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION
FOR THESE STANDARDS.
BOXCAR SOFTWARE VERSION 3.1 WAS USED FOR THE DESIGN OF THE BARREL SECTIONS
SIDES OF THE CUT MEMBER TO REPLACE OR EXCEED THE CUT REINFORCEMENT.
WHEN REINFORCEMENT IS CUT, ADDITIONAL REINFORCEMENT SHALL BE ADDED ON BOTH
THE WIRE REINFORCEMENT IS ACCEPTABLE.
REINFORCEMENT, EXCEPT THAT THE ORIGINAL WELDING REQUIRED TO MANUFACTURE
WELDING WILL NOT BE ALLOWED ON REINFORCEMENT BARS OR WELDED WIRE
LONGITUDINAL WIRES OR BARS SHALL NOT BE MORE THAN 8".
LESS THAN 2" NOR MORE THAN 4". THE SPACING CENTER TO CENTER OF THE
THE SPACING CENTER TO CENTER OF THE TRANSVERSE WIRES OR BARS SHALL NOT BE
(MAXIMUM OF 2 LAYERS).
THE MAXIMUM WELDED WIRE REINFORCEMENT SIZE SHALL BE A W23/D23 PER LAYER
REINFORCEMENT AS DETAILED.
THE MAXIMUM SIZE OF REINFORCEMENT BARS SHALL BE #6, EXCEPT FOR PARAPET
SPECIFICATIONS.
THE REINFORCEMENT SHALL BE DEVELOPED IN ACCORDANCE WITH AASHTO LRFD
C.
B.
A.
ANY OF THE FOLLOWING COMBINATIONS OF REINFORCEMENT MAY BE USED:
ALL DIMENSIONS ARE IN FEET AND INCHES UNLESS OTHERWISE NOTED OR SHOWN.
WERE DESIGNED WITH PLAIN WWR, Fy = 65 ksi.
AREAS SHALL BE INCREASED BY 8%. THE BARREL SECTIONS IN THESE STANDARDS
BARS ARE SUBSTITUTED FOR WELDED WIRE REINFORCEMENT, THE REINFORCEMENT
REINFORCEMENT AREAS ARE BASED ON WELDED WIRE REINFORCEMENT. IF REINFORCING
REINFORCING STEEL IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE
DEFORMED WELDED WIRE REINFORCEMENT (WWR) Fy = 65 ksi, AND/OR GRADE 60
THE REINFORCEMENT SUPPLIED FOR THIS STRUCTURE SHALL BE PLAIN AND/OR
REINFORCING BAR TO BE 1•" MIN. AND 2" MAX. UNLESS OTHERWISE NOTED.
THE CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR EDGE OR END OF
CONDITIONS.
THE PRECAST RCB CULVERT SECTIONS ARE DESIGNED FOR CLASS 2 EXPOSURE
HORIZONTAL EARTH PRESSURE, EHmax = 0.060 kcf MAX, EHmin = 0.030 kcf.
VERTICAL EARTH PRESSURE, EV=0.120 kcf.
EARTH FILLS OF VARYING HEIGHTS.
THE PRECAST RCB CULVERT SECTIONS ARE DESIGNED FOR HL-93 LIVE LOAD AND
LA
TE
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BY
BRI
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EN
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Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:45 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PRCB G2-13 11x17_pdf.pltcfg
"M""B"
"H"
"A"
"C""S""C"
TYP.
1" CL.
TY
P.
•"
4•"
3•
4 4
3#3 HAUNCH BARS @ 1'-0 MAX. SPACING3
4'-0 MINIMUM
FOR TRANSVERSE REINFORCEMENT
"B"
"H"
"A"
1" CL.
1" CL.
OR "C"
"A", "B"
SEE CULVERT BARREL DETAIL STANDARDS
("H"/2) - 6"
TIE
HO
LE
MAX.
2
MAX.
2
2
22
As3
As8
As4
As1
As7As5
As6As2
As6 As5
PRCB G2-13BARREL DETAILS
TYPICAL CULVERTTRANSVERSE BARREL SECTION
TONGUE AT CORNERS
NECESSARY TO FIT
CUT BARS AS
GROOVE SHOWN
TONGUE AND
TONGUE AND GROOVE JOINT DETAIL
OR BEVEL OPTIONAL
SMALL RADIUS
INSIDE FACE
OUTSIDE FACE
FABRIC LAYER DETAIL
WIRE FABRIC
LAYER OF WELDED
WIRE FABRIC
LAYER OF WELDED
LONGITUDINAL BARREL SECTION
NOTES:
1
3
FORMING DETAIL
SECTION
PLAN
SPACED AT A MAXIMUM OF 48 INCHES.
IN LIEU OF NYLON BOOTS WHEN
PLASTIC SPACERS MAY BE UTILIZED
NYLON BOOTS ON EVERY FOURTH WIRE.
TRANSVERSE REINFORCEMENT
REINFORCEMENT
LONGITUDINAL
BOTTOM OF FORM
SPACED AT A MAXIMUM OF 48 INCHES.
IN LIEU OF NYLON BOOTS WHEN
PLASTIC SPACERS MAY BE UTILIZED
NYLON BOOTS ON EVERY FOURTH WIRE.
BOTTOM OF FORM
REINFORCEMENT
LONGITUDINAL
STEEL FORM OR EQUAL
2
33
3
3
WELDED WIRE FABRIC SHALL BE PLACED AS SHOWN.
REINFORCEMENT AREAS, THE WIRES OF THE
FABRIC IS USED TO OBTAIN THE REQUIRED
WHEN MORE THAN ONE LAYER OF WELDED WIRE
NOTE:
As1, As7 OR As8 As5
As6
As2, As3 OR As4
#3 BAR
TO FIT TONGUE AT CORNERS
#3 BAR, CUT AS NECESSARY
As1
4‚
3ƒ
3•
EXTRA STRONG PIPE
MA
X.
2 M
AX.
2
MA
X.
2
MA
X.
2
MA
X.
2
MA
X.
2
TO BOLT
WELD COUPLER
APPROVED CONCRETE BOX TIES
ACCEPTABLE JOINT
REQUIRED TO PRODUCE
2'-8`} AS
2'-8 (ADJ. }1•" MIN.)
2'-8 (ADJ. }1•" MIN.)
2'-8 (ADJ. }1•" MIN.)
MA
X.
2
MA
X.
2
WELDED EYE OR APPROVED EQUAL *
PLACED INSIDE OF STRUCTURE.
DOWNSTREAM END WHEN THE CONNECTIONS ARE
*`THE CONNECTIONS SHALL BE PLACED AT THE
2'-8 (ADJ. }1•" MIN.)
MA
X.
2
MA
X.
2
MA
X.
2
MA
X.
2
2'-8 (ADJ. }1•" MIN.)
APPROVED EQUAL
WELDED EYE OR
PERMITTED WHEN PRECAST
TAPERED HOLES
1'-4
TYPICAL TIE LAYOUT
1'-4
@ 1'-0 SPACING (TYP.)
#3 HAUNCH BARS
RADIUS (TYP.)
1'-0 MAXIMUM
(REINFORCEMENT BAR OPTION SHOWN)
CORNER REQUIREMENTS
NECESSARY TO ACHIEVE
REINFORCEMENT AS
CUT OR BEND INSIDE
| HOLE | HOLE| JOINT
SHOWN FOR CLARITY
REINFORCEMENT NOT
ARE SET UP FOR 1'-4 SPACING FROM OUTSIDE OF JOINT.
CENTERLINE OF JOINTS AS SHOWN ABOVE, UNLESS FORMS
HOLES SHALL BE CAST OR DRILLED 1'-4 FROM
NOTE:
(REINFORCEMENT BAR OPTION SHOWN)
END
GROOVE
SEE FORMING DETAIL
4
5
As6As5
As5
As6
3
3
33
TONGUE END
6
5
4
3
2
1
6
ON FILL SIDE.
U BOLT TIES ARE REQUIRED FOR BIKE, PEDESTRIAN AND CATTLE PATHS WITH NUTS
OPTIONAL SQUARED CORNERS WITH ƒ" TO 2" CHAMFER.
CONNECTION TIE HOLE LOCATIONS.
REFER TO APPLICABLE END SECTION DETAIL SHEET FOR BARREL TO END SECTION
FLOOR, AND WALLS AND MUST BE 0.06 IN¢/FT. MIN.
LONGITUDINAL REINFORCEMENT DENOTED AS As5 & As6 MUST BE PLACED IN SLAB,
HAUNCH SIZES ARE TO BE 12" VERTICAL, 12" HORIZONTAL ON ALL BOX SIZES.
CULVERT TIES ARE TO BE 1"½ RODS. SEE THIS SHEET FOR CONNECTION DETAILS.
6
OUTSIDE REINFORCING (TYP.)
REINFORCING, BUT NOT PAST
MINIMUM OF 2" BEYOND INSIDE
HAUNCH BARS TO EXTEND A
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TOP VIEW
ADJUSTABLE TIE
U BOLT TIE
EYE BOLT TIE
DOUBLE EYE BOLT TIE DOUBLE WELDED PIPE TIE
WELDED PIPE TIE
CANOPY TIE
OPTIONAL
DETAIL "A"
SEE DETAIL "A" *
SEE DETAIL "A"
RE
VIS
ED 07-2016 -
CO
RR
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PO
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07-2016
LA
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DA
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AP
PR
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ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:46 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PRCB 6-13 11x17_pdf.pltcfg
"M"
"B"
"H"
"A"
"C""S""C"
TYP.
1'-0
TY
P.
1'-
0
NOTES:
DETAILS
CULVERT BARREL
TYPICAL BARREL SECTION
6' SPAN BARREL SECTIONS
PRCB 6-13
EN
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As1
As4
HAUNCH
As3
As8
HAUNCH BARAs7
As5
As6
As2
As6 As5
DIMENSIONS
(LB/FT)
WEIGHTAs1 As2 As3 As4 As7/As8
SIZE CLASS FILL S H A B C AREA LENGTH M AREA LENGTH AREA LENGTH AREA LENGTH AREA LENGTH
6x3
1 2-10 6 3 8 8 8 0.36 9'-2 2'-8 0.29 6'-6 0.27 6'-6 0.20 3'-6 0.20 3'-8 2370
2 11-19 6 3 8 8 8 0.48 9'-2 2'-8 0.40 6'-6 0.40 6'-6 0.20 3'-6 0.20 3'-8 2370
3 20-25 6 3 8 8 8 0.61 9'-2 2'-8 0.50 6'-6 0.50 6'-6 0.20 3'-6 0.20 3'-8 2370
6x4
1 2-11 6 4 8 8 8 0.31 10'-2 2'-8 0.35 6'-6 0.33 6'-6 0.20 4'-6 0.20 3'-8 2570
2 12-19 6 4 8 8 8 0.41 10'-2 2'-8 0.47 6'-6 0.48 6'-6 0.20 4'-6 0.20 3'-8 2570
3 20-25 6 4 8 8 8 0.52 10'-2 2'-8 0.59 6'-6 0.60 6'-6 0.20 4'-6 0.20 3'-8 2570
6x5
1 2-12 6 5 8 8 8 0.28 11'-2 2'-8 0.39 6'-6 0.38 6'-6 0.20 5'-6 0.20 3'-8 2770
2 13-19 6 5 8 8 8 0.36 11'-2 2'-8 0.51 6'-6 0.53 6'-6 0.20 5'-6 0.20 3'-8 2770
3 20-25 6 5 8 8 8 0.46 11'-2 2'-8 0.65 6'-6 0.66 6'-6 0.20 5'-6 0.20 3'-8 2770
6x6
1 2-12 6 6 8 8 8 0.26 12'-2 2'-8 0.43 6'-6 0.42 6'-6 0.20 6'-6 0.20 3'-8 2970
2 13-19 6 6 8 8 8 0.33 12'-2 2'-8 0.54 6'-6 0.56 6'-6 0.20 6'-6 0.20 3'-8 2970
3 20-25 6 6 8 8 8 0.41 12'-2 2'-8 0.68 6'-6 0.70 6'-6 0.20 6'-6 0.20 3'-8 2970
6x7
1 2-13 6 7 8 8 8 0.24 13'-2 2'-8 0.46 6'-6 0.46 6'-6 0.20 7'-6 0.20 3'-8 3170
2 14-19 6 7 8 8 8 0.30 13'-2 2'-8 0.55 6'-6 0.58 6'-6 0.20 7'-6 0.20 3'-8 3170
3 20-25 6 7 8 8 8 0.38 13'-2 2'-8 0.68 6'-6 0.71 6'-6 0.20 7'-6 0.20 3'-8 3170
6x8
1 2-13 6 8 8 8 8 0.23 14'-2 2'-8 0.49 6'-6 0.50 6'-6 0.20 8'-6 0.20 3'-8 3370
2 14-19 6 8 8 8 8 0.29 14'-2 2'-8 0.55 6'-6 0.59 6'-6 0.21 8'-6 0.20 3'-8 3370
3 20-25 6 8 8 8 8 0.36 14'-10 3'-0 0.68 6'-6 0.72 6'-6 0.25 8'-6 0.20 3'-0 3370
VARIABLE DIMENSIONS AND QUANTITIES FOR 6' SPAN BARREL SECTIONS
As6As5
As6
As5
BARS
REINFORCEMENT
REINFORCEMENT
WELDED WIRE
BENT BAR DETAILS
"M"`-`MIN. CL. "M"`-`MIN. CL.
D`=`4•"
FOR WIRE SIZE
D`=`ACCORDING TO ACI
NEEDED TO MAINTAIN CLEAR COVER.
PIN DIAMETER MAY BE INCREASED IF
D = PIN DIAMETER (MIN.).
ALL DIMENSIONS ARE OUT TO OUT.
REINFORCEMENT REQUIREMENTS (IN¢/FT)
f'c (ksi)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
6.
5.
4.
3.
2.
1.
SEE PRCB G1-13 AND G2-13 FOR ADDITIONAL INFORMATION AND NOTES.
CORNERS.
WEIGHT OF SECTIONS ASSUMES A DENSITY OF 150 PCF AND SQUARED
LENGTH IS PROVIDED.
REINFORCEMENT SHALL BE ADJUSTED TO ENSURE ADEQUATE LAP
REINFORCING, DIMENSION "M" AND/OR LENGTH OF THE As7/As8
IF REINFORCING BARS ARE SUBSTITUTED FOR WELDED WIRE
REQUIREMENTS.
ALL REINFORCEMENT LENGTHS AND AREAS ARE MINIMUM
MINIMUM.
PLACED IN SLAB, FLOOR, AND WALLS AND MUST BE 0.06 IN¢/FT
LONGITUDINAL REINFORCEMENT DENOTED AS As5 AND As6 MUST BE
DIMENSIONS "A", "B" & "C" LISTED IN THE BAR LIST ARE IN INCHES.
LA
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VISI
ON
DA
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AP
PR
OV
ED
BY
BRI
DG
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EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:48 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PRCB 8-13 11x17_pdf.pltcfg
TY
P.
1'-
0
TYP.
1'-0
"M"
"B"
"H"
"A"
"C""S""C"
DETAILS
CULVERT BARREL
TYPICAL BARREL SECTION
8' SPAN BARREL SECTIONS
PRCB 8-13
EN
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As1
As4
HAUNCH
As3
As8
As6 As5
HAUNCH BARAs5
As6
As7
As2
DIMENSIONS
(LB/FT)
WEIGHTAs1 As2 As3 As4 As7/As8
SIZE CLASS FILL S H A B C AREA LENGTH M AREA LENGTH AREA LENGTH AREA LENGTH AREA LENGTH
8x4
1 2-9 8 4 9 10 8 0.47 10'-9 2'-10 0.42 8'-6 0.40 8'-6 0.20 4'-6 0.24 5'-4 3320
2 10-19 8 4 9 10 8 0.65 10'-9 2'-10 0.66 8'-6 0.67 8'-6 0.20 4'-6 0.24 5'-4 3320
3 20-25 8 4 9 10 8 0.85 10'-9 2'-10 0.83 8'-6 0.85 8'-6 0.20 4'-6 0.24 5'-4 3320
8x5
1 2-9 8 5 9 10 8 0.41 11'-9 2'-10 0.46 8'-6 0.46 8'-6 0.20 5'-6 0.24 5'-4 3520
2 10-19 8 5 9 10 8 0.57 11'-9 2'-10 0.72 8'-6 0.74 8'-6 0.20 5'-6 0.24 5'-4 3520
3 20-25 8 5 9 10 8 0.74 11'-9 2'-10 0.91 8'-6 0.94 8'-6 0.20 5'-6 0.24 5'-4 3520
8x6
1 2-9 8 6 9 10 8 0.37 12'-9 2'-10 0.50 8'-6 0.50 8'-6 0.20 6'-6 0.24 5'-4 3720
2 10-19 8 6 9 10 8 0.51 12'-9 2'-10 0.76 8'-6 0.79 8'-6 0.20 6'-6 0.24 5'-4 3720
3 20-25 8 6 9 10 8 0.66 12'-9 2'-10 0.96 8'-6 0.99 8'-6 0.20 6'-6 0.24 5'-4 3720
8x7
1 2-10 8 7 9 10 8 0.34 13'-9 2'-10 0.53 8'-6 0.54 8'-6 0.20 7'-6 0.24 5'-4 3920
2 11-19 8 7 9 10 8 0.47 13'-9 2'-10 0.79 8'-6 0.82 8'-6 0.20 7'-6 0.24 5'-4 3920
3 20-25 8 7 9 10 8 0.60 13'-9 2'-10 1.00 8'-6 1.02 8'-6 0.20 7'-6 0.24 5'-4 3920
8x8
1 2-10 8 8 9 10 8 0.31 14'-9 2'-10 0.56 8'-6 0.57 8'-6 0.20 8'-6 0.24 5'-4 4120
2 11-19 8 8 9 10 8 0.43 14'-9 2'-10 0.81 8'-6 0.84 8'-6 0.20 8'-6 0.24 5'-4 4120
3 20-25 8 8 9 10 8 0.56 14'-9 2'-10 1.01 8'-6 1.04 8'-6 0.20 8'-6 0.24 5'-4 4120
8x9
1 2-11 8 9 9 10 8 0.30 15'-9 2'-10 0.59 8'-6 0.60 8'-6 0.20 9'-6 0.24 5'-4 4320
2 12-19 8 9 9 10 8 0.42 16'-1 3'-0 0.81 8'-6 0.85 8'-6 0.22 9'-6 0.24 5'-0 4320
3 20-25 8 9 9 10 8 0.54 16'-5 3'-2 1.01 8'-6 1.05 8'-6 0.26 9'-6 0.24 5'-0 4320
8x10
1 2-11 8 10 9 10 8 0.31 17'-1 3'-0 0.61 8'-6 0.63 8'-6 0.25 10'-6 0.24 5'-0 4520
2 12-20 8 10 9 10 8 0.48 17'-1 3'-0 0.84 8'-6 0.88 8'-6 0.34 10'-6 0.24 5'-0 4520
3 21-25 8 10 9 10 9 0.51 17'-5 3'-2 0.94 8'-6 0.99 8'-6 0.34 10'-6 0.24 5'-0 4810
VARIABLE DIMENSIONS AND QUANTITIES FOR 8' SPAN BARREL SECTIONS
As5 As6
As6
As5
BARS
REINFORCEMENT
REINFORCEMENT
WELDED WIRE
BENT BAR DETAILS
"M"`-`MIN. CL. "M"`-`MIN. CL.
D`=`4•"
FOR WIRE SIZE
D`=`ACCORDING TO ACI
NEEDED TO MAINTAIN CLEAR COVER.
PIN DIAMETER MAY BE INCREASED IF
D = PIN DIAMETER (MIN.).
ALL DIMENSIONS ARE OUT TO OUT.
NOTES:
6.
5.
4.
3.
2.
1.
SEE PRCB G1-13 AND G2-13 FOR ADDITIONAL INFORMATION AND NOTES.
CORNERS.
WEIGHT OF SECTIONS ASSUMES A DENSITY OF 150 PCF AND SQUARED
LENGTH IS PROVIDED.
REINFORCEMENT SHALL BE ADJUSTED TO ENSURE ADEQUATE LAP
REINFORCING, DIMENSION "M" AND/OR LENGTH OF THE As7/As8
IF REINFORCING BARS ARE SUBSTITUTED FOR WELDED WIRE
REQUIREMENTS.
ALL REINFORCEMENT LENGTHS AND AREAS ARE MINIMUM
MINIMUM.
PLACED IN SLAB, FLOOR, AND WALLS AND MUST BE 0.06 IN¢/FT
LONGITUDINAL REINFORCEMENT DENOTED AS As5 AND As6 MUST BE
DIMENSIONS "A", "B" & "C" LISTED IN THE BAR LIST ARE IN INCHES.
REINFORCEMENT REQUIREMENTS (IN¢/FT)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
f'c (ksi)
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:49 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PRCB 10-13 11x17_pdf.pltcfg
TY
P.
1'-
0
TYP.
1'-0
"M"
"B"
"H"
"A"
"C""S""C"
DETAILS
CULVERT BARREL
TYPICAL BARREL SECTION
10' SPAN BARREL SECTIONS
PRCB 10-13
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
RC
B 10-13 -
THIS
SH
EE
T IS
SU
ED 01-13.
As3
As8
HAUNCH
As4
As1
As7As5
As6As2
As6 As5
HAUNCH BAR
DIMENSIONS
(LB/FT)
WEIGHTAs1 As2 As3 As4 As7/As8
SIZE CLASS FILL S H A B C AREA LENGTH M AREA LENGTH AREA LENGTH AREA LENGTH AREA LENGTH
10x4
1 2-11 10 4 9 10 8 0.72 10'-9 2'-10 0.62 10'-6 0.63 10'-6 0.20 4'-6 0.24 7'-4 3795
2 12-21 10 4 9 10 8 1.24 13'-9 4'-4 1.04 10'-6 1.05 10'-6 0.20 4'-6 0.24 7'-0 3795
3 22-25 10 4 10 11 9 1.23 12'-1 3'-5 1.03 10'-6 1.07 10'-6 0.22 4'-6 0.27 9'-0 4220
10x5
1 2-11 10 5 9 10 8 0.64 11'-9 2'-10 0.69 10'-6 0.71 10'-6 0.20 5'-6 0.24 7'-4 3995
2 12-22 10 5 9 10 8 1.15 12'-5 3'-2 1.20 10'-6 1.21 10'-6 0.20 5'-6 0.24 9'-0 3995
3 23-25 10 5 10 11 9 1.09 12'-7 3'-2 1.13 10'-6 1.19 10'-6 0.22 5'-6 0.27 9'-0 4445
10x6
1 2-11 10 6 9 10 8 0.58 12'-9 2'-10 0.74 10'-6 0.76 10'-6 0.20 6'-6 0.24 7'-4 4195
2 12-22 10 6 9 10 8 1.03 13'-1 3'-0 1.28 10'-6 1.30 10'-6 0.20 6'-6 0.24 9'-0 4195
3 23-25 10 6 10 11 9 0.98 13'-3 3'-0 1.21 10'-6 1.27 10'-6 0.22 6'-6 0.27 9'-0 4670
10x7
1 2-11 10 7 9 10 8 0.54 13'-9 2'-10 0.78 10'-6 0.81 10'-6 0.20 7'-6 0.24 7'-4 4395
2 12-22 10 7 9 10 8 0.94 13'-9 2'-10 1.34 10'-6 1.36 10'-6 0.20 7'-6 0.24 9'-0 4395
3 23-25 10 7 10 11 9 0.90 13'-11 2'-10 1.26 10'-6 1.34 10'-6 0.22 7'-6 0.27 9'-0 4895
10x8
1 2-10 10 8 9 10 8 0.50 14'-9 2'-10 0.76 10'-6 0.80 10'-6 0.20 8'-6 0.24 7'-4 4595
2 11-21 10 8 9 10 8 0.83 14'-9 2'-10 1.33 10'-6 1.36 10'-6 0.20 8'-6 0.24 9'-0 4595
3 22-25 10 8 10 11 8 0.83 14'-11 2'-10 1.41 10'-6 1.50 10'-6 0.20 8'-6 0.27 9'-0 4875
10x9
1 2-11 10 9 9 10 8 0.46 15'-9 2'-10 0.83 10'-6 0.88 10'-6 0.20 9'-6 0.24 7'-4 4795
2 12-21 10 9 9 10 8 0.78 17'-1 3'-6 1.35 10'-6 1.39 10'-6 0.20 9'-6 0.24 7'-0 4795
3 22-25 10 9 10 11 8 0.79 15'-11 2'-10 1.43 10'-6 1.52 10'-6 0.20 9'-6 0.27 9'-0 5075
10x10
1 2-11 10 10 9 10 8 0.46 17'-1 3'-0 0.85 10'-6 0.91 10'-6 0.20 10'-6 0.24 7'-0 4995
2 12-21 10 10 9 10 8 0.76 18'-1 3'-6 1.37 10'-6 1.41 10'-6 0.24 10'-6 0.24 7'-0 4995
3 22-25 10 10 10 11 9 0.75 18'-5 3'-7 1.35 10'-6 1.43 10'-6 0.22 10'-6 0.27 7'-0 5570
10x11
1 2-9 10 11 9 10 8 0.46 18'-1 3'-0 0.85 10'-6 0.85 10'-6 0.28 11'-6 0.24 7'-0 5195
2 10-16 10 11 9 10 8 0.63 19'-9 3'-10 1.12 10'-6 1.17 10'-6 0.34 11'-6 0.24 5'-10 5195
3 17-20 10 11 9 10 9 0.68 20'-1 4'-0 1.24 10'-6 1.29 10'-6 0.32 11'-6 0.24 5'-10 5510
4 21-25 10 11 10 11 11 0.72 19'-7 3'-8 1.19 10'-6 1.28 10'-6 0.27 11'-6 0.27 7'-0 6435
10x12
1 2-12 10 12 9 10 8 0.54 21'-3 4'-1 0.93 10'-6 1.00 10'-6 0.41 12'-6 0.24 5'-2 5395
2 13-19 10 12 9 10 10 0.61 21'-7 4'-3 1.12 10'-6 1.18 10'-6 0.39 12'-6 0.24 5'-4 6075
3 20-25 10 12 10 11 12 0.69 22'-1 4'-5 1.12 10'-6 1.22 10'-6 0.36 12'-6 0.27 5'-8 7050
VARIABLE DIMENSIONS AND QUANTITIES FOR 10' SPAN BARREL SECTIONS
As5 As6
As6
As5
BARS
REINFORCEMENT
REINFORCEMENT
WELDED WIRE
BENT BAR DETAILS
"M"`-`MIN. CL. "M"`-`MIN. CL.
D`=`4•"
FOR WIRE SIZE
D`=`ACCORDING TO ACI
NEEDED TO MAINTAIN CLEAR COVER.
PIN DIAMETER MAY BE INCREASED IF
D = PIN DIAMETER (MIN.).
ALL DIMENSIONS ARE OUT TO OUT.
NOTES:
6.
5.
4.
3.
2.
1.
SEE PRCB G1-13 AND G2-13 FOR ADDITIONAL INFORMATION AND NOTES.
CORNERS.
WEIGHT OF SECTIONS ASSUMES A DENSITY OF 150 PCF AND SQUARED
LENGTH IS PROVIDED.
REINFORCEMENT SHALL BE ADJUSTED TO ENSURE ADEQUATE LAP
REINFORCING, DIMENSION "M" AND/OR LENGTH OF THE As7/As8
IF REINFORCING BARS ARE SUBSTITUTED FOR WELDED WIRE
REQUIREMENTS.
ALL REINFORCEMENT LENGTHS AND AREAS ARE MINIMUM
MINIMUM.
PLACED IN SLAB, FLOOR, AND WALLS AND MUST BE 0.06 IN¢/FT
LONGITUDINAL REINFORCEMENT DENOTED AS As5 AND As6 MUST BE
DIMENSIONS "A", "B" & "C" LISTED IN THE BAR LIST ARE IN INCHES.
REINFORCEMENT REQUIREMENTS (IN¢/FT)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
f'c (ksi)
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:50 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PRCB 12-13 11x17_pdf.pltcfg
TY
P.
1'-
0
TYP.
1'-0
"M"
"B"
"H"
"A"
"C""S""C"
DETAILS
CULVERT BARREL
TYPICAL BARREL SECTION
12' SPAN BARREL SECTIONS
PRCB 12-13
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
RC
B 12-13 -
THIS
SH
EE
T IS
SU
ED 01-13.
HAUNCH
As1
As4
As7As5
As6 As2
HAUNCH BAR
As5As6
As3
As8
DIMENSIONS
(LB/FT)
WEIGHTAs1 As2 As3 As4 As7/As8
SIZE CLASS FILL S H A B C AREA LENGTH M AREA LENGTH AREA LENGTH AREA LENGTH AREA LENGTH
12x4
1 2-9 12 4 9 10 8 0.98 12'-11 3'-11 0.74 12'-6 0.74 12'-6 0.20 4'-6 0.24 9'-0 4270
2 10-15 12 4 9 10 9 1.27 15'-1 5'-0 0.98 12'-6 0.96 12'-6 0.22 4'-6 0.24 7'-10 4410
3 16-19 12 4 11 11 9 1.39 14'-8 4'-8 1.11 12'-6 1.12 12'-6 0.22 4'-6 0.27 9'-0 4915
4 20-25 12 4 12 12 10 1.54 15'-0 4'-9 1.26 12'-6 1.27 12'-6 0.24 4'-6 0.29 9'-0 5400
12x5
1 2-10 12 5 9 10 8 0.94 13'-9 3'-10 0.88 12'-6 0.89 12'-6 0.20 5'-6 0.24 9'-0 4470
2 11-15 12 5 9 10 9 1.16 14'-7 4'-3 1.07 12'-6 1.07 12'-6 0.22 5'-6 0.24 9'-0 4635
3 16-21 12 5 11 11 9 1.35 13'-6 3'-7 1.33 12'-6 1.35 12'-6 0.22 5'-6 0.27 11'-0 5140
4 22-25 12 5 12 12 9 1.38 13'-4 3'-5 1.53 12'-6 1.55 12'-6 0.22 5'-6 0.29 11'-0 5475
12x6
1 2-10 12 6 9 10 8 0.84 14'-5 3'-8 0.95 12'-6 0.97 12'-6 0.20 6'-6 0.24 9'-0 4670
2 11-15 12 6 9 10 8 1.15 15'-5 4'-2 1.27 12'-6 1.28 12'-6 0.20 6'-6 0.24 9'-0 4670
3 16-19 12 6 10 11 9 1.19 15'-11 4'-4 1.30 12'-6 1.36 12'-6 0.22 6'-6 0.27 9'-0 5195
4 20-25 12 6 12 12 9 1.22 13'-10 3'-2 1.63 12'-6 1.65 12'-6 0.22 6'-6 0.29 11'-0 5700
12x7
1 2-10 12 7 9 10 8 0.77 15'-1 3'-6 1.00 12'-6 1.03 12'-6 0.20 7'-6 0.24 9'-0 4870
2 11-15 12 7 9 10 8 1.05 16'-1 4'-0 1.34 12'-6 1.36 12'-6 0.20 7'-6 0.24 9'-0 4870
3 16-20 12 7 10 11 8 1.18 14'-9 3'-3 1.63 12'-6 1.67 12'-6 0.20 7'-6 0.27 11'-0 5200
4 21-25 12 7 12 12 9 1.10 14'-6 3'-0 1.70 12'-6 1.73 12'-6 0.22 7'-6 0.29 11'-0 5925
12x8
1 2-11 12 8 9 10 8 0.76 16'-1 3'-6 1.11 12'-6 1.15 12'-6 0.20 8'-6 0.24 9'-0 5070
2 12-18 12 8 10 10 8 1.04 15'-2 3'-0 1.60 12'-6 1.65 12'-6 0.20 8'-6 0.24 11'-0 5235
3 19-21 12 8 11 11 9 1.02 15'-4 3'-0 1.56 12'-6 1.61 12'-6 0.22 8'-6 0.27 11'-0 5815
4 22-25 12 8 12 12 9 1.01 15'-2 2'-10 1.75 12'-6 1.79 12'-6 0.22 8'-6 0.29 11'-0 6150
12x9
1 2-10 12 9 9 10 8 0.67 16'-9 3'-4 1.09 12'-6 1.13 12'-6 0.20 9'-6 0.24 9'-0 5270
2 11-15 12 9 9 10 8 0.91 17'-7 3'-9 1.44 12'-6 1.54 12'-6 0.20 9'-6 0.24 9'-0 5270
3 16-20 12 9 10 11 9 1.00 18'-3 4'-0 1.60 12'-6 1.64 12'-6 0.22 9'-6 0.27 9'-0 5870
4 21-25 12 9 12 12 9 0.94 16'-2 2'-10 1.78 12'-6 1.84 12'-6 0.22 9'-6 0.29 11'-0 6375
12x10
1 2-11 12 10 9 10 8 0.66 17'-9 3'-4 1.18 12'-6 1.24 12'-6 0.20 10'-6 0.24 9'-0 5470
2 12-17 12 10 10 10 8 0.87 18'-6 3'-8 1.60 12'-6 1.68 12'-6 0.20 10'-6 0.24 9'-0 5635
3 18-20 12 10 11 11 9 0.86 18'-10 3'-9 1.57 12'-6 1.64 12'-6 0.22 10'-6 0.27 9'-0 6265
4 21-25 12 10 12 12 9 0.92 17'-2 2'-10 1.80 12'-6 1.87 12'-6 0.22 10'-6 0.29 11'-0 6600
12x11
1 2-11 12 11 9 10 8 0.67 18'-9 3'-4 1.21 12'-6 1.27 12'-6 0.23 11'-6 0.24 9'-0 5670
2 12-15 12 11 10 10 8 0.80 19'-4 3'-7 1.42 12'-6 1.57 12'-6 0.23 11'-6 0.24 9'-0 5835
3 16-20 12 11 11 11 10 0.85 20'-0 3'-10 1.49 12'-6 1.57 12'-6 0.24 11'-6 0.27 9'-0 6810
4 21-25 12 11 12 12 10 0.90 20'-0 3'-9 1.71 12'-6 1.79 12'-6 0.24 11'-6 0.29 9'-0 7150
12x12
1 2-10 12 12 9 10 8 0.66 21'-1 4'-0 1.18 12'-6 1.25 12'-6 0.32 12'-6 0.24 7'-8 5870
2 11-15 12 12 10 10 9 0.77 21'-8 4'-3 1.34 12'-6 1.44 12'-6 0.30 12'-6 0.24 7'-8 6375
3 16-20 12 12 11 11 11 0.84 21'-2 3'-11 1.40 12'-6 1.50 12'-6 0.27 12'-6 0.27 9'-0 7405
4 21-25 12 12 12 12 12 0.90 21'-4 3'-11 1.54 12'-6 1.62 12'-6 0.29 12'-6 0.29 9'-0 8100
VARIABLE DIMENSIONS AND QUANTITIES FOR 12' SPAN BARREL SECTIONS
As6As5
As6
As5
BARS
REINFORCEMENT
REINFORCEMENT
WELDED WIRE
BENT BAR DETAILS
"M"`-`MIN. CL. "M"`-`MIN. CL.
D`=`4•"
FOR WIRE SIZE
D`=`ACCORDING TO ACI
NEEDED TO MAINTAIN CLEAR COVER.
PIN DIAMETER MAY BE INCREASED IF
D = PIN DIAMETER (MIN.).
ALL DIMENSIONS ARE OUT TO OUT.
NOTES:
6.
5.
4.
3.
2.
1.
SEE PRCB G1-13 AND G2-13 FOR ADDITIONAL INFORMATION AND NOTES.
CORNERS.
WEIGHT OF SECTIONS ASSUMES A DENSITY OF 150 PCF AND SQUARED
LENGTH IS PROVIDED.
REINFORCEMENT SHALL BE ADJUSTED TO ENSURE ADEQUATE LAP
REINFORCING, DIMENSION "M" AND/OR LENGTH OF THE As7/As8
IF REINFORCING BARS ARE SUBSTITUTED FOR WELDED WIRE
REQUIREMENTS.
ALL REINFORCEMENT LENGTHS AND AREAS ARE MINIMUM
MINIMUM.
PLACED IN SLAB, FLOOR, AND WALLS AND MUST BE 0.06 IN¢/FT
LONGITUDINAL REINFORCEMENT DENOTED AS As5 AND As6 MUST BE
DIMENSIONS "A", "B" & "C" LISTED IN THE BAR LIST ARE IN INCHES.
5.0
f'c (ksi)
5.0
5.0
6.0
5.0
5.0
5.0
6.0
5.0
5.0
5.0
6.0
5.0
5.0
5.0
6.0
5.0
5.0
5.0
6.0
5.0
5.0
5.0
6.0
5.0
5.0
5.0
6.0
5.0
5.0
5.0
6.0
5.0
5.0
5.0
6.0
REINFORCEMENT REQUIREMENTS (IN¢/FT)
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:52 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PES 1-13-T1 11x17_pdf.pltcfg
RTb
8S8
4
VA
RIE
S
TYP.
1'-0
LEVEL
4
H
L
4'-0 MIN.6'-0 TYP. 1'-0
4'-
0
2'-
0Tb
H
TY
P.
1'-
8
TY
P.
1'-
6
6
6
4
OR GROOVE
4" TONGUE
Tb
TIE
HO
LE
1'-
6
TY
P.
TIE
HO
LE
1'-
8
TY
P.
1'-
1
3'-
0}
1'-4
S 88
CL.
5"
EDGE OF HAUNCH
0" T
O 3"
TYP.
1" CL.
TY
P.
•"
4•"
3•
OR
Tb
8
6
6
8
8
9
1'-0@ 6" O.C.
3a STIRRUPS
MI
N.
1'-
0
MI
N.
1'-
0
9
MIN.
1'-0
LONGIT. REINFORCING
SEE TABLE FOR
JOINT
END OF GROOVE
2'-
0
1'-
0R
2'-0
85
WELDED WIRE REINFORCING
CENTER OR EQUIVALENT
2'-6" LONG AT 1'-0" ON
#4 LONGITUDINAL BARS
ƒ"
•"
SIDE ELEVATION
(REINFORCEMENT NOT SHOWN)
PLAN VIEW
8
4
2'-
0
MA
X.
8
CL
4
2'-
0
MA
X.
S
SECTION Z-Z
SECTION Y-Y
3
2
1
CONSTRUCTION NOTES:
1'-
0
4
1
5
6
5
10
6
8
4
BOTTOM SLAB THICK. (IN)
INLET FLOW DIRECTION
OUTLET FLOW DIRECTION
DIMENS.
DIMENS.
APRON
R`(FT)
RISE
BOX
L`(FT)
LENGTH
APRON
S`(FT)
SPAN
H`(FT)
SECTION`HT.
Z
Z
Y
Y
TY
P
1" DIAMETER CULVERT TIES (TYP.)
As3 (SEE TABLE)
1:1 BEVEL
PRECAST CURTAIN WALL
As3 (SEE TABLE)
WALL MINIMUM 2
TWO PER CURTAIN
3" DIA. HOLES
3" ½ HOLES 2
3'-
0
MA
X.
SP
AC
ES
PR
EC
AS
T I
N
AP
RO
N
3" ½
HO
LE
S
BOTH DIRECTIONS
0.10 IN¢/FT E.F.
HEIGHT H IS LESS THAN 4'-0
TOP TIE NOT REQUIRED IF
REQUIRED
TIES ARE
TWO CULVERT
FOR SKEWS UP TO 7.5°
FENCE ANCHOR
5fa GALV. STEELD=3ƒ
5fa
BENT BAR DETAILS
D = PIN DIAMETER.
ALL DIMENSIONS ARE OUT TO OUT.
NOTE:
12
11
10
9
8
7
6
5
4
12
11
10
9
8
7
6
5
4
10
9
8
7
6
5
4
8
7
6
5
4
3
12
10
8
6
7
9
12
11
6
66
0.23 IN¢/FT FOR R = 12 FT
0.20 IN¢/FT FOR R = 4 FT - 11 FT
0.20 IN¢/FT
(IN¢/FT)
Ah
REQUIRED As3 (IN¢/FT)
---
---
---
---
---
---
---
---
---
8
---
---
---
---
---
---
---
---
---
8
---
---
---
---
---
---
---
8
0.31
0.23
0.20
0.20
0.20
0.20
8
0.65
0.53
0.42
0.34
0.26
0.24
0.24
0.24
0.24
10
0.62
0.50
0.40
0.31
0.24
0.24
0.24
0.24
0.24
10
0.37
0.29
0.24
0.24
0.24
0.24
0.24
10
---
---
---
---
---
---
10
0.90
0.67
0.49
0.34
0.24
0.24
0.24
0.24
0.24
0.94
0.70
0.51
0.36
0.24
0.24
0.24
0.24
0.24
0.67
0.49
0.34
0.24
0.24
0.24
0.24
0.46
0.31
0.20
0.20
0.20
0.20
7
71
TONGUE AND GROOVE JOINT DETAIL
INSIDE FACE
OUTSIDE FACEAh
LONGITUDINAL REINFORCING
7
7
7
NOTE: H IS THE LARGEST VERTICAL DIMENSION OF THE SECTION.
As3 OR As4
OR BEVEL OPTIONAL
SMALL RADIUS
SECTION DETAILS
TYPE 1 END
D=1•
3a
3
3
SECTION
TO BARREL
2 TIES
3
4 AND SLAB 2
IN CURB
3"½ HOLE
#7
REINFORCING
PARAPET LONGIT.
SPAN S (FT) REQUIRED BAR SIZE
6'
8'
10'
12'
#5
#6
#6
PES 1-13-T1
Ab
At
10'-3
13'-3
16'-3
19'-3
22'-3
25'-3
28'-3
31'-3
34'-3
Ah & As3 REINF.
(IN¢/FT)
Ab
At & Ab REINF.
(IN¢/FT)
At
12
10
8
6
0.38
0.31
0.24
0.22
0.74
0.59
0.46
0.33
TONGUE
(DETAIL SHOWN AT FLOOR; SIMILAR AT WALLS)
OUTSIDE REINFORCING (TYP.)
REINFORCING, BUT NOT PAST
MINIMUM OF 2" BEYOND INSIDE
HAUNCH BARS TO EXTEND A
WITH ƒ" TO 2" CHAMFER
OPTIONAL SQUARED CORNER
1'-0 MAXIMUM RADIUS (TYP.)
MA
X.
MI
N.
DOWEL SETTING NOTE :
B.
A.
MATERIALS I.M. 491.13.
HYDRAULIC CEMENT GROUT SHALL BE ONE OF THOSE APPROVED IN
COMPRESSED AIR IMMEDIATELY PRIOR TO PLACING GROUT. THE
TIMES THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN WITH
HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE 2•
2301.03, E, OF THE STANDARD SPECIFICATIONS.
POLYMER GROUT SYSTEM SHALL BE IN ACCORDANCE WITH ARTICLE
AS A BONDING AGENT:
RECOMMENDATIONS. EITHER OF THE FOLLOWING SYSTEMS MAY BE USED
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
SHOWN IN THE "SIDE ELEVATION" DETAIL. THE DOWELS SHALL BE
BE DRILLED TO THE DEPTH REQUIRED TO ACHIEVE BAR EMBEDMENT AS
THE 5fa BARS MAY BE SET AS DOWELS IN DRILLED HOLES. HOLES SHALL
REINFORCING
LONGITUDINAL
S (FT)
SPANLAP @ |) 8
Ah (PERMISSIBLE
SPLICES ALLOWED AT | OF SPAN ONLY. 8
Ah REINFORCEMENT, SEE TABLE.
SPLICE 8
LAP
REFER TO FABRIC DETAIL ON SHEET PRCB G2-13 FOR MULTIPLE WWR LAYERS.
REFER TO SHEET PRCB G1-13 FOR ADDITIONAL NOTES.
STEEL SHALL NOT BE LESS THAN 1.5 INCHES OR GREATER THAN 2.0 INCHES.
MEETING THE REQUIREMENTS OF AASHTO LRFD SECTION 5. THE CONCRETE COVER OVER THE REINFORCING
REINFORCING FOR PRECAST END SECTIONS & CURTAIN WALLS SHALL BE WELDED WIRE REINFORCING (WWR)
AS SHOWN BELOW:
PRECAST BOX CULVERT END SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS AND NOTES,
8
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
ES 1-13-
T1 -
THIS
SH
EE
T IS
SU
ED 01-13.
3 7'-3
DETAIL "A"
BRIDGE DESIGN SPECIFICATIONS.
LAP SPLICES SHALL BE CLASS C AND SHALL BE DESIGNED ACCORDING TO THE AASHTO LRFD
ALL FACES OF THE END SECTION, EXCEPT IN THE TONGUE AND GROOVE AREA.
MINIMUM LONGITUDINAL REINFORCEMENT SHALL BE 0.06 SQ. INCHES PER PERIPHERAL FOOT ON
HAUNCH DIMENSION TO MATCH BARREL HAUNCH SIZE.
JOINT "OPTION B": PROVIDE JOINT IN WALLS, FLOOR AND HAUNCH.
DETAIL "A" ON THIS SHEET.
JOINT "OPTION A": PROVIDE JOINT IN WALLS AND FLOOR. TERMINATE JOINT AT HAUNCH. SEE
THICKNESS OF FLOOR, Tb = 8 IN. FOR 6' SPAN, Tb = 10 IN. FOR ALL OTHER SPANS.
AIR ENTRAINED PORTLAND CEMENT. GROUT MIX SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES.
FILL HOLES WITH GROUT. GROUT SHALL CONSIST OF 1 PART CEMENT AND 2 PARTS SAND. USE
USE TONGUE ON INLET END SECTION AND GROOVE ON OUTLET END SECTION.
SHOWN 5
JOINT "OPTION B"
@ 1'-0 SPA.
#3 BARS
@ 1'-0 SPA.
#3 BARS
#8 DOWELS 1'-0 LONG
3"½ HOLE WITH
1'-0 LONG
#4 DOWELS
SHOWN 5
"OPTION B"
JOINT
SHOWN 4
JOINT "OPTION A"
"A" BELOW 4
SHOWN, SEE DETAIL
JOINT "OPTION A"
07-2016
RE
VIS
ED 05-13 -
AD
DE
D 3'
RIS
E
TO
TH
E
AP
RO
N
DI
ME
NSI
ON
S I
NF
OR
MA
TI
ON
TA
BL
E.
RE
VIS
ED 07-2016 -
CO
RR
EC
TE
D
TY
PO
S.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:54 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PES 1-13-T3 11x17_pdf.pltcfg
6
RTb
8S8
4
VA
RIE
S
TYP.
1'-0
LEVEL
4
H
L
4'-0 MIN.6'-0 TYP. 1'-0
4'-
0
2'-
0Tb
R
H
TY
P.
1'-
8
TY
P.
1'-
6
63'-0
2'-6
6 1'-0 1'-0
4
4
OR GROOVE
4" TONGUE
Tb
TIE
HO
LE
1'-
6
TY
P.
TIE
HO
LE
1'-
8
TY
P.
1'-
1
3'-
0}
1'-4
S 88
CL.
5"
EDGE OF HAUNCH
0" T
O 3"
TYP.
1" CL.
TY
P.
•"
4•"
3•
OR
Tb
8
WELDED WIRE REINFORCING
CENTER OR EQUIVALENT
2'-6" LONG AT 1'-0" ON
#4 LONGITUDINAL BARS
JOINT
END OF GROOVE
85
ƒ"
•"
SIDE ELEVATION
(REINFORCEMENT NOT SHOWN)
PLAN VIEW
8
4
2'-
0
MA
X.
8
CL
4
2'-
0
MA
X.
S
SECTION Z-Z
SECTION Y-Y
3
2
1
CONSTRUCTION NOTES:
1'-
0
4
1
5
6
12
15
27
21
5
10
6
8
4 9
BOTTOM SLAB THICK. (IN)
INLET FLOW DIRECTION
OUTLET FLOW DIRECTION
DIMENS.
DIMENS.
APRON
R`(FT)
RISE
BOX
L`(FT)
LENGTH
APRON
S`(FT)
SPAN
H`(FT)
SECTION`HT.
Z
Z
Y
Y
TY
P
1" DIAMETER CULVERT TIES (TYP.)
As3 (SEE TABLE)
1:1 BEVEL
PRECAST CURTAIN WALL
As3 (SEE TABLE)
WALL MINIMUM 2
TWO PER CURTAIN
3" DIA. HOLES
3" ½ HOLES 2
3'-
0
MA
X.
SP
AC
ES
PR
EC
AS
T I
N
AP
RO
N
3" ½
HO
LE
S
BOTH DIRECTIONS
0.10 IN¢/FT E.F.
HEIGHT H IS LESS THAN 4'-0
TOP TIE NOT REQUIRED IF
REQUIRED
TIES ARE
TWO CULVERT
FOR SKEWS UP TO 7.5°
INFORMATION
DETAILS FOR ADDITIONAL
SEE LINTEL BEAM
FENCE ANCHOR
5fa GALV. STEEL
D=3ƒ
5fa
BENT BAR DETAILS
D = PIN DIAMETER.
ALL DIMENSIONS ARE OUT TO OUT.
NOTE:
12
11
10
9
8
7
6
5
4
12
11
10
9
8
7
6
5
4
10
9
8
7
6
5
4
8
7
6
5
4
3
12
10
8
6
7 18
9 24
12
11 30
33
6
66
0.23 IN¢/FT FOR R = 12 FT
0.20 IN¢/FT FOR R = 4 FT - 11 FT
0.20 IN¢/FT
(IN¢/FT)
Ah
REQUIRED As3 (IN¢/FT)
---
---
---
---
---
---
---
---
---
8
---
---
---
---
---
---
---
---
---
8
---
---
---
---
---
---
---
8
0.31
0.23
0.20
0.20
0.20
0.20
8
0.65
0.53
0.42
0.34
0.26
0.24
0.24
0.24
0.24
10
0.62
0.50
0.40
0.31
0.24
0.24
0.24
0.24
0.24
10
0.37
0.29
0.24
0.24
0.24
0.24
0.24
10
---
---
---
---
---
---
10
0.90
0.67
0.49
0.34
0.24
0.24
0.24
0.24
0.24
0.94
0.70
0.51
0.36
0.24
0.24
0.24
0.24
0.24
0.67
0.49
0.34
0.24
0.24
0.24
0.24
0.46
0.31
0.20
0.20
0.20
0.20
7
7
TONGUE AND GROOVE JOINT DETAIL
INSIDE FACE
OUTSIDE FACEAh
LONGITUDINAL REINFORCING
7
7
7
NOTE: H IS THE LARGEST VERTICAL DIMENSION OF THE SECTION.
SECTION
BARREL
2 TIES TO
As3 OR As4
OR BEVEL OPTIONAL
SMALL RADIUS
SECTION DETAILS
TYPE 3 ENDPES 1-13-T3
Ah & As3 REINF.
TONGUE
TOP OF WALL 2
6" DEEP INTO
2"½ HOLES,
2
3
3
3
2
1
(DETAIL SHOWN AT FLOOR; SIMILAR AT WALLS)
WITH ƒ" TO 2" CHAMFER
OPTIONAL SQUARED CORNER
1'-0 MAXIMUM RADIUS (TYP.)
OUTSIDE REINFORCING (TYP.)
REINFORCING, BUT NOT PAST
MINIMUM OF 2" BEYOND INSIDE
HAUNCH BARS TO EXTEND A
MA
X.
MI
N.
REINFORCING
LONGITUDINAL
DOWEL SETTING NOTE :
B.
A.
MATERIALS I.M. 491.13.
HYDRAULIC CEMENT GROUT SHALL BE ONE OF THOSE APPROVED IN
COMPRESSED AIR IMMEDIATELY PRIOR TO PLACING GROUT. THE
TIMES THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN WITH
HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE 2•
2301.03, E, OF THE STANDARD SPECIFICATIONS.
POLYMER GROUT SYSTEM SHALL BE IN ACCORDANCE WITH ARTICLE
AS A BONDING AGENT:
RECOMMENDATIONS. EITHER OF THE FOLLOWING SYSTEMS MAY BE USED
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
SHOWN IN THE "SIDE ELEVATION" DETAIL. THE DOWELS SHALL BE
BE DRILLED TO THE DEPTH REQUIRED TO ACHIEVE BAR EMBEDMENT AS
THE 5fa BARS MAY BE SET AS DOWELS IN DRILLED HOLES. HOLES SHALL
SPLICES ALLOWED AT | OF SPAN ONLY. 8
Ah REINFORCEMENT, SEE TABLE.
LAP @ |) 8
Ah (PERMISSIBLE
REFER TO FABRIC DETAIL ON SHEET PRCB G2-13 FOR MULTIPLE WWR LAYERS.
REFER TO SHEET PRCB G1-13 FOR ADDITIONAL NOTES.
STEEL SHALL NOT BE LESS THAN 1.5 INCHES OR GREATER THAN 2.0 INCHES.
MEETING THE REQUIREMENTS OF AASHTO LRFD SECTION 5. THE CONCRETE COVER OVER THE REINFORCING
REINFORCING FOR PRECAST END SECTIONS & CURTAIN WALLS SHALL BE WELDED WIRE REINFORCING (WWR)
AS SHOWN BELOW:
PRECAST BOX CULVERT END SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS AND NOTES,
8
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
ES 1-13-
T3 -
THIS
SH
EE
T IS
SU
ED 01-13.
3 6
"A" BELOW 4
SHOWN, SEE DETAIL
JOINT "OPTION A"
SHOWN 5
JOINT "OPTION B"
DETAIL "A"
@ 1'-0 SPA.
#3 BARS
SHOWN 5
"OPTION B"
JOINT
SHOWN 4
JOINT "OPTION A"
1'-0 LONG
#4 DOWELS
@ 1'-0 SPA.
#3 BARS
BRIDGE DESIGN SPECIFICATIONS.
LAP SPLICES SHALL BE CLASS C AND SHALL BE DESIGNED ACCORDING TO THE AASHTO LRFD
ALL FACES OF THE END SECTION, EXCEPT IN THE TONGUE AND GROOVE AREA.
MINIMUM LONGITUDINAL REINFORCEMENT SHALL BE 0.06 SQ. INCHES PER PERIPHERAL FOOT ON
HAUNCH DIMENSION TO MATCH BARREL HAUNCH SIZE.
JOINT "OPTION B": PROVIDE JOINT IN WALLS, FLOOR AND HAUNCH.
DETAIL "A" ON THIS SHEET.
JOINT "OPTION A": PROVIDE JOINT IN WALLS AND FLOOR. TERMINATE JOINT AT HAUNCH. SEE
THICKNESS OF FLOOR, Tb = 8 IN. FOR 6' SPAN, Tb = 10 IN. FOR ALL OTHER SPANS.
AIR ENTRAINED PORTLAND CEMENT. GROUT MIX SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES.
FILL HOLES WITH GROUT. GROUT SHALL CONSIST OF 1 PART CEMENT AND 2 PARTS SAND. USE
USE TONGUE ON INLET END SECTION AND GROOVE ON OUTLET END SECTION.
RE
VIS
ED 05-13 -
AD
DE
D
TH
E 3'
RIS
E
TO
TH
E
AP
RO
N
DI
ME
NSI
ON I
NF
OR
MA
TI
ON
TA
BL
E.
RE
VIS
ED 07-2016 -
CO
RR
EC
TE
D
TY
PO
S.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:55 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PES 2-13-T3 11x17_pdf.pltcfg
S
1'-0
4'-
0
8
1
LEVEL WALL SECTIONSLOPED
SECTIONS
WALL
(SEE TABLE)
N
(SEE TABLE)
LL
@ 3'-
0
MA
X.
3"½
HO
LES
MIN.
1'-6 4'-0 MIN.P
1'-
0
L (SEE TABLE)
2'-
0Tb
H TY
P.
1'-
6
TY
P.
1'-
8
CL.
5"
TYP.
1" CL.
TY
P.
•"
3•
OR
Tb
8
EDGE OF HAUNCH
END OF GROOVE JOINT
0" T
O 3"
WELDED WIRE REINFORCING
CENTER OR EQUIVALENT
2'-6" LONG AT 1'-0" ON
#4 LONGITUDINAL BARS
Tb
R
4
4
88
G (SHOWN ELSEWHERE IN PLANS)
•"
•"
ƒ"
END VIEW
SECTION A-A
ELEVATION
PLAN VIEW
NOTES:
LENGTH L
3'-0
2'-6
(SEE TABLE)
3
INLET FLOW DIRECTION
OUTLET FLOW DIRECTION
TO THE NEAREST WHOLE INCH.
DIMENSIONS SHOWN IN TABLES ARE ROUNDED
NOTE:
TO | OF ROADWAY.
L - BASED ON 3:1 FORESLOPE NORMAL15° & 30° SKEWS
45° SKEWS
2'-10
3'-4
DETAILS FOR RIGHT AHEAD SKEWS SIMILAR.
SEE SITUATION PLAN FOR ACTUAL DIRECTION OF SKEW.
DETAILS SHOWN ARE FOR LEFT AHEAD SKEW.
NOTE:
A
A
5
(SEE TABLE)
As3
BARREL HAUNCH SIZE
HAUNCH TO MATCH
BEAM
LINTEL
6
TO MATCH BARREL
TONGUE OR GROOVE
HEIGHT H IS LESS THAN 4'-0
TOP TIE NOT REQUIRED IFFOR ADDITIONAL INFORMATION
SEE LINTEL BEAM DETAILS
2
SECTION
BARREL
2 TIES TO
FOR SKEWS OF 7.5° TO 45°
LENGTH LL
LENGTH N
LENGTH P
As4 REINF.
BOTTOM SLAB THICK. (IN)
DIMENS.
S`(FT)
SPAN
H`(FT)
SECTION`HT.
12
10
8
6
12
11
10
9
8
7
6
5
4
12
11
10
9
8
7
6
5
4
10
9
8
7
6
5
4
8
7
6
5
4
3
REQUIRED As3 (IN¢/FT)(IN¢/FT)
Ah
---
---
---
---
---
---
---
---
---
8
---
---
---
---
---
---
---
---
---
8
---
---
---
---
---
---
---
8
0.31
0.23
0.20
0.20
0.20
0.20
8
S`(FT)
SPAN15° SKEW 30° SKEW 45° SKEW
S`(FT)
SPAN15° SKEW 30° SKEW 45° SKEW
S`(FT)
SPAN15° SKEW 30° SKEW 45° SKEW15° SKEW 30° SKEW 45° SKEW
(IN¢/FT)
R`(FT)
RISE
15° SKEW 30° SKEW 45° SKEWH (FT)
SECTION HT.
EXCEPT AS NOTED
0.20 IN¢/FT (TYP.)9
4
BOTH DIRECTIONS
0.10 IN¢/FT IN E.F.
0.65
0.53
0.42
0.34
0.26
0.24
0.24
0.24
0.24
10
0.62
0.50
0.40
0.31
0.24
0.24
0.24
0.24
0.24
10
0.37
0.29
0.24
0.24
0.24
0.24
0.24
10
---
---
---
---
---
---
10
12
10
8
6
4'-3
4'-0
3'-9
3'-6
6'-4
5'-9
5'-2
4'-7
9'-6
8'-6
7'-6
6'-6
12
10
8
6
5'-11
5'-4
4'-10
4'-3
9'-10
8'-8
7'-6
6'-4
15'-6
13'-6
11'-6
9'-6
12
10
8
6
1'-9
1'-6
1'-3
1'-0
3'-10
3'-3
2'-8
2'-1
6'-8
5'-8
4'-8
3'-812
11
10 OR LESS
0.25
0.20
0.20
0.27
0.21
0.20
0.29
0.22
0.20
0.97
0.73
0.53
0.37
0.29
0.24
0.24
0.24
0.24
15° SKEW
1.02
0.77
0.56
0.39
0.27
0.24
0.24
0.24
0.24
15° SKEW
0.73
0.53
0.37
0.25
0.24
0.24
0.24
15° SKEW
0.50
0.33
0.21
0.20
0.20
0.20
15° SKEW
1.05
0.78
0.57
0.40
0.29
0.24
0.24
0.24
0.24
30° SKEW
1.09
0.82
0.60
0.42
0.28
0.24
0.24
0.24
0.24
30° SKEW
0.78
0.57
0.40
0.27
0.24
0.24
0.24
30° SKEW
0.53
0.36
0.22
0.20
0.20
0.20
30° SKEW
1.10
0.83
0.60
0.42
0.29
0.24
0.24
0.24
0.24
45° SKEW
1.16
0.87
0.64
0.44
0.30
0.24
0.24
0.24
0.24
45° SKEW
0.83
0.60
0.42
0.28
0.24
0.24
0.24
45° SKEW
0.56
0.38
0.24
0.20
0.20
0.20
45° SKEW
INSIDE FACE
OUTSIDE FACEAh
OR BEVEL OPTIONAL
SMALL RADIUS
NOTE: H IS THE LARGEST VERTICAL DIMENSION OF THE SECTION.
PER CURTAIN WALL, MIN.
3" DIA. HOLES - TWO
11
10
10
As3 OR As4
PES 2-13-T3SECTION DETAILS
TYPE 3 END
Ah & As3 REINFORCEMENT
REINFORCING
LONGITUDINAL
TONGUE AND GROOVE JOINT DETAIL
REINFORCING
LONGITUDINAL
TONGUE
5
TOP OF WALL 4
INCH DEEP INTO
2"½ HOLES, 6
4
CURTAIN WALL DETAILS
SEE SECTION A-A FOR
4
(DETAIL SHOWN AT FLOOR; SIMILAR AT WALLS)
OUTSIDE REINFORCING (TYP.)
REINFORCING, BUT NOT PAST
MINIMUM OF 2" BEYOND INSIDE
HAUNCH BARS TO EXTEND A
WITH ƒ" TO 2" CHAMFER
OPTIONAL SQUARED CORNER
1'-0 MAXIMUM RADIUS (TYP)PERMISSIBLE LAP @ |) 12
Ah (SEE TABLE,
REFER TO FABRIC LAYER DETAIL ON SHEET PRCB G2-13 FOR MULTIPLE WWR LAYERS.
REFER TO SHEET PRCB G1-13 FOR ADDITIONAL NOTES.
INCHES.
COVER OVER THE REINFORCING SHALL NOT BE LESS THAN 1.5 INCHES OR GREATER THAN 2.0
REINFORCING (WWR) MEETING THE REQUIREMENTS OF AASHTO LRFD SECTION 5. THE CONCRETE
REINFORCING FOR PRECAST END SECTIONS AND CURTAIN WALLS SHALL BE WELDED WIRE
NOTES, AS SHOWN BELOW:
PRECAST BOX CULVERT END SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS AND
12
11
10
9
8
7
6
5
4
3
2
1
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
ES 2-13-
T3 -
THIS
SH
EE
T IS
SU
ED 01-13.
34'-1
30'-11
27'-10
24'-9
21'-8
18'-6
15'-5
12'-4
9'-3
6'-1
37'-8
34'-2
30'-9
27'-3
23'-9
20'-4
16'-10
13'-5
9'-11
6'-6
46'-1
41'-10
37'-7
33'-4
29'-1
24'-11
20'-8
16'-5
12'-2
7'-11
12
11
10
9
8
7
6
5
4
3
As4 = 0.20 IN¢/FT
OF THE SECTION. FOR ALL OTHER SECTIONS,
H IS THE LARGEST VERTICAL DIMENSION
FIRST SECTION ADJACENT TO THE BARREL ONLY.
As4 IS INSIDE FACE WALL STEEL FOR THE
NOTE:
@ 1'-0 SPA.
#3 BARS
1'-0 LONG
#4 DOWELS
DETAIL "A"
DETAIL "B"
SHOWN 8
JOINT "OPTION B"
SEE DETAIL "B"DETAIL "A" ABOVE 7
SHOWN, SEE
JOINT "OPTION A"
SHOWN 7
JOINT "OPTION A"
SHOWN 7
JOINT "OPTION A"
SHOWN 8
JOINT "OPTION B"
RE
VIS
ED 05-13 -
AD
DE
D
TH
E 3'
RIS
E
TO
TH
E
LE
NG
TH
L I
NF
OR
MA
TI
ON
TA
BL
E.
07-2016
| BARRELS
BRIDGE DESIGN SPECIFICATIONS.
LAP SPLICES SHALL BE CLASS C AND SHALL BE DESIGNED ACCORDING TO THE AASHTO LRFD
USE TONGUE ON INLET END SECTION AND GROOVE ON OUTLET END SECTION.
ALL FACES OF THE END SECTION, EXCEPT IN THE TONGUE AND GROOVE AREA.
MINIMUM LONGITUDINAL REINFORCEMENT SHALL BE 0.06 SQ. INCHES PER PERIPHERAL FOOT ON
FOR THE FIRST SECTION ADJACENT TO THE BARREL, SEE As4 TABLE
JOINT "OPTION B": PROVIDE JOINT IN WALLS, FLOOR AND HAUNCH.
DETAIL "A" ON THIS SHEET.
JOINT "OPTION A": PROVIDE JOINT IN WALLS AND FLOOR. TERMINATE JOINT AT HAUNCH. SEE
END OF WALL MAY BE CUT SQUARE AS SHOWN OR FOLLOW THE SKEW.
THICKNESS OF FLOOR, Tb = 8 IN. FOR 6' SPAN AND Tb = 10 IN. FOR ALL OTHER SPANS.
AIR ENTRAINED PORTLAND CEMENT. GROUT MIX SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES.
FILL HOLES WITH GROUT. GROUT SHALL CONSIST OF 1 PART CEMENT AND 2 PARTS SAND. USE
37°30' UP TO 45°, USE A 45° SKEW END SECTION.
ANGLES OVER 22°30' UP TO 37°30', USE A 30° SKEW END SECTION. FOR SKEW ANGLES OVER
FOR SKEW ANGLES OVER 7°30' UP TO 22°30', USE A 15° SKEW END SECTION. FOR SKEW
CULVERT TIES ARE TO BE 1 INCH DIA. RODS.
8„" @ 15° ; 10†" @ 30° ; 1'-2 @ 45°
RE
VIS
ED 07-2016 -
CO
RR
EC
TE
D
TY
PO
S. A
DD
ED
DI
M. "G" A
LO
NG
CE
NT
ER
LI
NE
OF
SK
EW
ED
LI
NT
LE
BE
AM.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:57 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PES 3-13-T3 11x17_pdf.pltcfg
ELSEWHERE IN PLANS
N - SHOWN
6 1'-03"½ HOLES
8
1'-0
1'-0
3" C
L.
S
+ 1'-
4
CL.
2
CL.
2
A1 B
OT
TO
M - S
EE
LI
NT
EL
5
TO
P-0.2
0 I
N¢/
FT
4 (T
YP.)
2'-6
2'-10
2
4
69
1'-
0
2•
4
2•
69
1'-
0
7
8
1'-
5
6 6
6
1'-
5
1'-0
1'-5 33
2'-6
(TY
P.)
4
S
+ 1'-
4
1•
1•
55
36
91'-
0
7
1'-0
2•
4
33
6
A2 BOTTOM REINFORCEMENT
SEE LINTEL BEAM REINF. TABLE
2"
CL.
2"
CL.
1'-0
A2 BOTTOM REINF.
SEE TABLE
4
3•
7
CL.
2"
7 1'-5
1'-0 1'-0 6
CL.
2"
CL.
2"
20.20 IN¢/FT
TOP REINFORCEMENT
25 TOP-0.20 IN¢/FT
A2 BOTTOM - SEE
2
SE
E
LI
NT
EL
BM.
REI
NF.
TA
BL
E-
A1 B
OT
TO
M
4b1
&
#4
BA
RS
@ 1'-
6
MA
X.
TO
P
#4 BARS
TABLE)
G (SEE
4b1 ALTERNATE 4b1(2 REQUIRED)
(TONGUE OPTION SHOWN)
SECTION A-A
PLAN OF SQUARE LINTEL BEAM
TOP BARS
0° SKEW LINTEL BEAM(FOR SKEWS UP TO 7°30')
BOTTOM REINFORCEMENT
A1 (IN¢/FT)
SECTION B-B
A1 A2
45° SKEW15° SKEW 30° SKEWREBAR OPTION
A2 (IN¢/FT)
NOTES:
REINFORCEMENT TABLE
LINTEL BEAM
PLAN VIEW
15° & 30° SKEWS
45° SKEWS
SKEWED LINTEL BEAM
(TONGUE OPTION SHOWN)
D=3
D=3
D=3
SECTION C-C
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
BENT BAR DETAILS
FOR SKEWS 0° TO 45°
5
4
3
2
1B B
CC
LINTEL BM. TABLE
BE
AM
TA
BL
E
(FOR SKEWS OF 7°30' TO 45°)
A A
@ 1'-0 MAX.
4b1-SPACED
3"½ HOLES
PARAPET
CENTER ON
3
2
12 x 12 PARAPET
4b1
CONST. JOINT
PERMISSIBLE
2
3
SHOWN
OPTION
TONGUE
11
4
0.20 IN¢/FT4" BEVEL
4" BEVEL
12 x 12 PARAPET
4b1
CONST. JOINT
PERMISSIBLE
3
4
1
12 x 12 PARAPET
4b1
CONST. JOINT
PERMISSIBLE
3
4" BEVEL
1
THE ENGINEER
AS DIRECTED BY
CLEAR HOLES
BEND BARS TO
3
1
WWR OPTION
BOTTOM REINFORCEMENT
A1 (IN¢/FT) A1 A2
REBAR OPTION
A2 (IN¢/FT)
REINFORCEMENT TABLE
LINTEL BEAM
WWR OPTION
(TONGUE OPTION SHOWN)
0.20 IN¢/FT
(FT)
S
SPAN
(FT)
S
SPAN
S`(FT)
SPAN
12
10
8
6
0.25
0.20
0.16
0.13
0.49
0.40
0.32
0.26
#5 @ 12
#4 @ 12
#4 @ 12
#4 @ 12
4 - #5 @ 8
3 - #5 @ 12
4 - #4 @ 8
3 - #4 @ 12
12
10
8
6
#8 @ 12
#7 @ 12
#6 @ 12
#5 @ 12
#8 @ 6
#7 @ 6
#6 @ 6
#5 @ 6
12
10
8
6
2 - #7
2 - #7
2 - #6
3 - #4
2 - #8
2 - #7
2 - #6
2 - #5
3 - #8
3 - #7
2 - #7
2 - #6
REINFORCEMENT`TABLE
SKEWED PARAPET
FOR PRIMARY STEEL AND 8 INCHES FOR DISTRIBUTION STEEL.
ASTM A615 (60 KSI). WIRE SPACING FOR WWR SHALL NOT EXCEED 2 INCHES
LRFD SECTION 5 OR REINFORCING BARS MEETING THE REQUIREMENTS OF
WELDED WIRE REINFORCING (WWR) MEETING THE REQUIREMENTS OF AASHTO
REINFORCING FOR PRECAST LINTELS AND PARAPETS SHALL BE EITHER
MODIFIED BELOW:
PRECAST BARREL AND END SECTION DETAILS AND NOTES, EXCEPT AS
PRECAST LINTEL BEAMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
PES 3-13-T3BEAM DETAILS
TYPE 3 LINTEL0.65
0.49
0.36
0.25
1.30
0.98
0.72
0.50
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
ES 3-13-
T3 -
THIS
SH
EE
T IS
SU
ED 01-13.
#4
#4
BA
R
2 - #4 BARS
#4 BAR
#4 BARS
#4 BARS
BARS
#4
BARS
#4
#4 BAR
#4 BARS
BARS
#4
#4 BAR
MAX. OF 11 INCH SPACING SHOULD BE USED.
AREAS SHOWN ARE FOR WELDED WIRE FABRIC. IF REBAR IS USED, #4 AT A
SEE SKEWED PARAPET REINFORCEMENT TABLE.
USED. TONGUE AND GROOVE TO TERMINATE AT CULVERT RADIUS.
CHECK THE LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE IS
SPACING
CAST ADDITIONAL 3 INCH HOLES TO MAINTAIN A 4 FOOT MAXIMUM HOLE
WITH GROUT.
WALL SECTION AND 3 INCH DIA. HOLE IN THE LINTEL BEAM. FILL HOLES
PLACE #8 DOWEL, 1'-0 LONG INTO 2 INCH DIA. HOLE IN THE TOP OF THE
(PARAPET)
2 - #4 BARS
OF PARAPET
#4 BARS TOP
#4
BA
R
07-2016
LENGTH G
15° SKEW 30° SKEW 45° SKEW
2'-2Œ
1'-11…
1'-8‰
1'-4•
4'-0•
3'-5Œ
2'-10†
2'-3•
6'-8ˆ
5'-8ˆ
4'-8ˆ
3'-8ˆ
S`(FT)
SPAN
12
10
8
6
RE
VIS
ED 07-2016 -
CO
RR
EC
TE
D
TY
PO
S. A
DD
ED
DI
M. "G" A
LO
NG
CE
NT
ER
LI
NE
OF
SK
EW
ED
LI
NT
LE
BE
AM. A
DD
ED
TA
BL
E
FO
R
LE
NG
TH "G".
ALONG BARREL | OF SKEWED LINTLE BM.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:49:58 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PES 4-13 11x17_pdf.pltcfg
MIN.
3'-0
MIN.
3'-0VARIES
3'-
6
MIN.
3'-0 VARIES
MIN.
3'-0
3'-
6
33
6
2•
| OF †" WIDE x 1" LONG
SLOT IN THE ANGLE
END OF APRON FLOOR
6
2•
| OF †" WIDE x 1" LONG
SLOT IN THE ANGLE
END OF APRON FLOOR
4
2•
| OF †" WIDE x 1" LONG
SLOT IN THE ANGLE
END OF APRON FLOOR
4
2•
| OF †" WIDE x 1" LONG
SLOT IN THE ANGLE
END OF APRON FLOOR
4 4 4
T/2
(T)
FL
OO
R
THIC
KN
ES
S
4
T/2
(T)
FL
OO
R
THIC
KN
ES
S
8 8 8 8
FL
OO
R
THIC
KN
ES
S
FL
OO
R
THIC
KN
ES
S
SP
A.
2
EQ.
WALL DETAILS
ALTERNATE CURTAIN
ALTERNATES 3 & 4 (GALVANIZED STEEL SHEETS)
STEEL SHEET PILING SHOWN ON NEW OR OLD CONSTRUCTIONSTEEL SHEET PILING SHOWN
ALTERNATE 2
DETAIL "B"
ALTERNATE 1
DETAIL "A"
ALTERNATE 4
DETAIL "D"
ON NEW CONSTRUCTION ONLY
ALTERNATE 3
DETAIL "C"
ELEVATIONELEVATION ELEVATION
ELEVATION
PLANPLAN
PLANPLAN
END VIEW ELEVATION
END VIEW ELEVATION
3
TOP OF APRON FLOOR
3
TOP OF APRON FLOOR
3
TOP OF APRON FLOOR
3
TOP OF APRON FLOOR
4
1
2
1
3
5
8
3
7
8
SHEET LAP
3
6
1
8
4
3
1
8
2
5 OR 7
WINGWALL
GROUNDLINE
SEE DETAIL "A" OR "B"
WINGWALL
GROUNDLINE
SEE DETAIL "C" OR "D"
1
6
PLACEMENT OF CULVERT APRON
PLACE DROPWALL PRIOR TO
L8x4xƒ
L6x4x†
L8x4xƒ
L8x4xƒ
L6x4x†
L6x4x†
L8x4xƒ L8x4xƒ L6x4x† L6x4x†
9 9 9 9
PES 4-13
3
2
1
4
8
7
6
5
NOTES:
9
ALTERNATES 1 & 2 (GALVANIZED STEEL SHEET PILING)
SEALANT, AND CRAFCO ROAD SAVER SILICONE.
PRODUCTS MEETING THESE CRITERIA ARE DOW 888, CSL 342 JOINT
MATERIAL SHALL BE NEUTRAL CURE AND NON-SAG SILICONE. THREE
CAULK JOINT BETWEEN TOP OF APRON FLOOR AND ANGLE. CAULKING
APPROVED BY THE ENGINEER.
FILL THE VOIDS AS SHOWN, WITH CONCRETE OR CONCRETE GROUT, AS
GALVANIZED STEEL SHEET PILING, SECTION PS 27.5 OR EQUAL.
…"½x0'-1 BOLT WITH NUT, TO LAP STEEL SHEETS.
INTERLOCKING TYPE A.
GALVANIZED CORRUGATED (12 GAUGE OR HEAVIER) STEEL SHEET PILING,
TO THE NEAREST VALLEY).
x0'-5 BOLTS WITH NUT AND LOCK WASHER (10" CENTER TO CENTER,
FASTEN THE STEEL SHEETS TO THE FRONT EDGE OF THE APRON WITH …"½
AND AN APPROVED ANCHORAGE (2'-0 SPACING).
FASTEN THE L8x4xƒ OR L6x4x† WITH …"½x0'-4 BOLTS, 1" O.D. WASHER
TO THE NEAREST VALLEY).
x0'-4 BOLTS AND APPROVED ANCHORAGES (10" CENTER TO CENTER,
FASTEN THE STEEL SHEETS TO THE FRONT EDGE OF THE APRON WITH …"½
SHEETS.
2•"x•" OR 2"x•" CORRUGATED (12 GAGE OR HEAVIER) GALVANIZED STEEL
ANGLES SHALL BE GALVANIZED.
ALL CURTAIN WALL MATERIAL, INCLUDING BOLTS, NUTS, WASHERS, AND
USE OF ALTERNATE CURTAIN WALLS SHALL BE APPROVED BY THE ENGINEER.
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
ES 4-13 -
THIS
SH
EE
T IS
SU
ED 01-13.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013
6/28/2016 12:50:00 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\EnglishSignedPrecastCulverts.dgn PEP 1-13 11x17_pdf.pltcfg
TYP.
3'-0
3'-0
2'-
0
MI
N.
6
3'-
0
TY
P.
3'-
0
TY
P.
3'-0
TYP.
2'-
0
6
3'-0
2'-
0
PERP. TO | RDWY.
*
*
*
PLAN VIEW
ELEVATION VIEW
NON-SKEW END SECTIONS
PLAN VIEW
ELEVATION VIEW
SKEWED END SECTIONS
SECTION C-C
SECTION A-A
SECTION B-B
TYPICAL DETAILS
CONSTRUCTION NOTES:
C
C
B
B
A A
C
C
B
B
A
A
WITH 0° TO 45° SKEWED END SECTIONS
PROTECTION DETAILS
EMBANKMENT
CURTAIN WALL
CURTAIN WALL
CLASS E REVETMENT
CLASS E REVETMENT
PARAPET
FABRIC
ENGINEERING
TOP OF WALL
CURTAIN WALL
CLASS E REVETMENT
END SECTION
INSIDE FACE OF
FABRIC
ENGINEERING
SPECIFICATIONS.
IN ACCORDANCE WITH ARTICLE 4196.01, B, 3 OF THE STANDARD
THE ENGINEERING FABRIC SHALL MEET THE MATERIAL REQUIREMENTS
ARTICLE 2507.03 OF THE STANDARD SPECIFICATIONS.
CLASS E REVETMENT SHOULD BE USED AND PLACED ACCORDING TO
REVETMENT
CLASS E
REVETMENT
CLASS E
PEP 1-13
EN
GLIS
HSI
GN
ED
PR
EC
AS
TC
UL
VE
RT
S.D
GN - P
EP 1-13 -
THIS
SH
EE
T IS
SU
ED 01-13.
FABRIC
ENGINEERING
12-15
RE
VIS
ED 10-14 -
CH
AN
GE
D
TH
E
AR
EA
OF
TH
E
RE
VE
TM
EN
T
TO I
NC
LU
DE
TH
E
AR
EA I
N
FR
ON
T
OF
TH
E
AP
RO
N. C
HA
NG
ED
TH
E
DE
PT
H
OF
RE
VE
TM
EN
T
TO 2'-
0.
REVETMENT AND ENGINEERING FABRIC.
* = SEE CULVERT PLANS FOR LIMITS OF
REVETMENT AND ENGINEERING FABRIC.
* = SEE CULVERT PLANS FOR LIMITS OF
REVETMENT AND ENGINEERING FABRIC.
* = SEE CULVERT PLANS FOR LIMITS OF
RE
VIS
ED 12-15 -
AD
DE
D
NO
TE "S
EE
CU
LV
ER
T
PL
AN
S
FO
R
LI
MIT
S
OF
RE
VE
TM
EN
T
AN
D
EN
GI
NE
ERI
NG
FA
BRIC."
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN
CONCRETE BOX CULVERTS
SINGLE PRECAST REINFORCED
JANUARY, 2013