BD-RCB1

1'-6" 1'-6" 2022-R0E0

4"
1'-6" 1'-6"

10" 8"

4"
1" 1"

4"
3
8" WASH

6"
#5(E) BARS @ 8" MAX.

6"
#5(E) BARS @ 8" MAX.

6"
(BAR B)
(BAR B) #5(E) BARS @ 8" MAX.

1"

1"
(BAR C)

6"
6"
6"
#7(E) BARS (TYP.) #7(E) BARS (TYP.) #7(E) BARS (TYP.)

-6"
8"
-6"
8"
2'
-6"
8"
2'

3'
-0"
-0"

3'
3'

7"
2" MIN.

7"
2"

LAP
7"

LAP

8"
-6"

8"
COV. (TYP.)

8"
0"

(
3'

TYP.
TYP.

7"
7"
7"
FOR SLAB REINFORCEMENT,
2%

)
)
SEE BD-SS1 OR BD-SS9 0" FOR SLAB REINFORCEMENT,

3"
3"
3"
SEE BD-PC3
2"vCOV. 2"vCOV. 2"vCOV.
1"

4"
1"

8"
2"
3"

10"
TOP OF
PAVEMENT v

-6"
v 2" MIN.
OR SHOULDER

1'
DIMENSION TO MATCH COV. (TYP.)
#6(E) BARS @ 8" MAX. FASCIA DEPTH ON OPTIONAL CONSTR. JT.
1"

#5(E) BARS @ 8" (BAR A) SUPERSTRUCTURE

1" #5(E) BARS @ 8"
(LAP TO BAR B )
(LAP TO BAR B ) 4" v
8" 2"vCOV.
#6(E) BARS @ 8" MAX. THIS BAR TO BE TIED TO THE MIN.
THIS BAR TO BE CAST INTO THE
(BAR A) BOTTOM TRANSVERSE BAR WALL REINFORCEMENT NOT SHOWN
PRECAST UNIT AND TIED TO THE BEAM
WHEREVER POSSIBLE
REINFORCEMENT WHEREVER POSSIBLE.

TYPICAL SECTION REINFORCEMENT SECTION REINFORCEMENT SECTION

REINFORCEMENT SECTION
STEEL BEAM SUPERSTRUCTURE SHOWN U-WALL
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR
PRESTRESSED SLAB UNITS SIMILAR

3" RADIUS CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES

SEE CURRENT JOINT SEE CURRENT JOINT

BD SHEET
***5'-0" BD SHEET

c BRIDGE JOINT A c BRIDGE JOINT CONSTRUCTION GROOVE

SEE NOTE "A"

-1‚ " 1‚"(-0+…")

3" RADIUS DESIGNER NOTES:
3'

REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING

SELECTION CRITERIA.
-6• "

DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS

* FOR BAR TYPE A MAY BE DIFFERENT AT EACH FASCIA.
4'

*
3'

FOR BARLIST PROGRAM DIMENSION INPUTS, USE BAR BENDING

-1"

-10• "

A
-9ƒ "

***SPACING SHALL BE
UNIFORM ACROSS THE
CONSTRUCTION GROOVES
DIAGRAM DESIGNATION N12 FOR BAR TYPE A, AND USE N13
FOR BAR TYPES B & C.
(TYPICAL), SEE NOTE "A"
2'

2'

STRUCTURE AND WALLS.

ELEVATION SECTION A-A BAR TYPES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
-6"

BARRIER BARS SHALL BE SHOWN IN THE BARLIST, COST TO

1'

BE INCLUDED IN THE BARRIER ITEM.

CONCRETE BARRIER GROOVE SPACING
THE MINIMUM LENGTH OF SINGLE SLOPE (HALF SECTION)
dgn

CONCRETE BRIDGE BARRIER FOR THE TL-5 SERVICE LEVEL

"
FILE NAM E = BD-RCB1_2022-R0E0.

* * 11ƒ SHALL BE 20 FEET. THE MINIMUM LENGTH OF SINGLE SLOPE

2‚ "

7•"
00

11" (HALF SECTION) CONCRETE BRIDGE BARRIER FOR THE TL-4

DATE/TIM E = 17-M AY-2022 11:

NOTE "A": SERVICE LEVEL SHALL BE 15 FEET.

CONSTRUCTION GROOVES SHALL BE MADE BY: EPOXY COATED BARS ARE SHOWN, OTHER CORROSION PROTECTION
BAR A BAR B BAR C
1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS. MAY BE USED. REFER TO THE N.Y.S. BRIDGE MANUAL FOR
2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR DESIGN INFORMATION.
CAST-IN-PLACE SLIP FORMED.
BAR TYPES
3. CUTTING THE PLASTIC CONCRETE.
COMBINATION OF THESE METHODS MAY BE EMPLOYED.
NOTE:
ALL BAR DIMENSIONS ARE OUT TO OUT.
*THESE DIMENSIONS ARE BASED ON A NORMAL THE DEPTH OF THE GROOVES SHALL BE 1‚"(-0+…").
CROWN DECK CROSS SLOPE. THEY WILL NEED TO BE FORMED GROOVES SHALL MAKE A 60n ANGLE WITH THE SURFACE.
ALL RADII ARE TO OUTSIDE OF BAR. NOTE:
MODIFIED FOR OTHER DECK CROSS SLOPES. CUT GROOVES SHALL BE FINISHED WITH SHALLOW (ƒ"uv‚") CONSTANT
DEPTH 45n CHAMFERS AT THE SURFACE. (E) DENOTES EPOXY COATED BARS.
**THIS DIMENSION WILL NEED TO BE MODIFIED THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL
IF THE DECK SLAB THICKNESS EXCEEDS 6" BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE
(ADJACENT PRESTRESSED BOX BEAM OR ADJACENT REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP REVISED
PRESTRESSED SLAB UNIT STRUCTURES). EACH BAR.
Department of Transportation
Office of Structures

ERRATA SINGLE SLOPE (HALF SECTION)

CONCRETE BRIDGE BARRIER
APPROVED: 05/17/2022 ORIGINAL ISSUED UNDER EB 22-029

CURRENT ISSUED UNDER EB 22-029

EFFECTIVE IMMEDIATELY
DEPUTY CHIEF ENGINEER (STRUCTURES)
 BD-RCB2
2" MIN. COV. CTYP.l 2O22-ROEO

VAR E R
I S F OM
... VARIES FROM VAR E R
I S F OM
... •5(El BARS II! 8" MAX•
(BAR Bl
31/z" TO 6" .____i-_ _•5(El BARS II! 6" (MAX.) 31/z" TO 6" .____i-_ _,.5(El BARS II! 6" (MAX.) 31/z" TO 6" .____i-_ •5(
_ El BARS II! 6" MAX• •7(El BARS <TYP.l
VARIES FROM TWO HAIRPIN BARS VARIES FROM TWO HAIRPIN BARS VARIES FROM (TWO HAIRPIN BARS)
31/z" TO 6" (BARS E & Fl 31/z" TO 6" (BARS E & Fl 31/z" TO 6" (BARS E & Fl

i'-
... c...

i'-
...
c...

i'- �
•7(El BARS CTYP.l 2" MIN.
... COV. CTYP.l
...J ...J

� i! "'
-?
c...
c...

•6(El BARS II! 6" (MAX.)

i'-
�a (BAR DI
FOR SLAB REINFORCEMENT,
i'-
_,
i'-
FOR SLAB REINFORCEMENT,
;;,, SEE BD-SS! OR BD-SS9 FOR SLAB REINFORCEMENT, ;;,,
TOP OF PAVEMENT SEE BD-SS! OR BD-SS9
SEE BD-PC3 r---4-...L..- OR SHOULDER
2" MIN. iio -c:,,- 2" MIN.
� COV. CTYP.l ;.. COV.CTYP.l
-
--,
DIMENSION TO MATCH
FASCIA DEPTH ON OPTIONAL CONSTR. J T.
SUPERSTRUCTURE 5( l BARS II! 8"
1 E
CLAP TO BAR Bl
THIS BAR TO BE TIED TO THE THIS BAR TO BE CAST INTO THE 16(E) BARS II! 8" MAX.
BOTTOM TRANSVERSE BAR BOX BEAM SHOWN PRECAST UNIT AND TIED TO THE BEAM THIS BAR TO BE TIED TO THE
WHEREVER POSSIBLE REINFORCEMENT WHEREVER POSSIBLE. <BAR Al BOTTOM TRANSVERSE BAR
WHEREVER POSSIBLE
SECTION B-B
SECTION A-A SECTION A-A SECTION A-A NOTE:
STEEL BEAM SUPERSTRUCTURE SHOWN PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN LI-WALL SLAB WITH STEEL GIRDERS SHOWN. FOR SIMILAR SECTIONS
OF BARS ORIGINATING IN ADJ ACENT BOX BEAMS WITH SLAB
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR PRESTRESSED SLAB UNITS SIMILAR OR LI-WING WALLS REFER TO APPROPRIATE SECTIONS ON
NOTE " A"
DECK CROSS SLOPES OTHER THAN NORMAL CROWN MAY REQUIRE THIS
LEG TO BE BENT IN FIELD TO MAINTAIN A 2" MINIMUM COVER AT END OF 4" INDICATE BARS II! 6" INDICATE BARS II! 8"
IC
INDICATE BARS
BD-RCBI. BARRIER TRANSITION BAR TYPES SHOWN BELOW.

INDICATE BARS II! 8" INDICATE BARS II! 6"

FRONT FACE OF BARRIER. CONCRETE II! 8" END OF
BARRIER BEND IN FIELD AS REQ'D. BEND IN FIELD AS REQ'D. CONCRETE
BARRIER

3" RADIUS I. 6'-011

.I. 10'-0" .I I. 10'-0" .I. 6'-011
•I
l'-611
BARRIER REINFORCEMENT PLAN
(SINGLE SLOPE (HALF SECTION) CONCRETEBRIDGEBARRIER SHOWN) 10"
_,
:EN
10'-0" 1"
�� 3/4" DIA. GALVANIZED ANCHOR STUDS
en
_, CASTM A449) WITH HEX NUTS AND
�� FLAT WASHERS U SET ON INSIDE
if %" WASH AND I SET ON OUTSIDE FACE OF
> N
BARRIER). ALL COMPONENTS TO BE
GALVANIZED. COST OF FURNISHING
AND PLACING BOLTS WITH HEX NUTS
AND FLAT WASHERS SHALL BE
INCLUDED IN THE TRANSITION
ITEM ffYPl.
*VARIES FROM
1'-0" TO II3/4" VARIES FROM VARIES FROM
O" TO 71/2" 0" TO 8"
BAR A BARB BAR C
I" DIA. P.V.C. PIPE OR I" DIA. GALVANIZED
STEEL PIPE CASTM A53, NPS I" DIA.). THE COST OF ELEVATION
FURNISHING AND PLACING SHALL BE INCLUDED
6" IN THE CONCRETE BARRIER ITEM.
� SINGLE SLOPE (HALF SECTION) CONCRETE BRIDGE BARRIER TRANSITION
1" DIA. P.V.C. PIPE OR
1" DIA. GALVANIZED STEEL
PIPE CASTM A53 NPS 1" DIA.l.
THE COST OF FURNISHING AND
PLACING SHALL BE INCLUDED
TYPICAL END SECTION IN THE CONCRETE SINGLE
SLOPE BARRIER ITEM. ffYP.l
DESIGNER NOTES:
FOR TYPICAL BARRIER SECTION DIMENSIONING, SEE BD-RCB!.
DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS FOR BAR
TYPE A MAY BE DIFFERENT AT EACH FASCIA. REVISED
BAR E Department of Transportation
BAR D BAR F BAR TYPES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. BARRIER Office of Structures
BARS SHALL BE SHOWN IN THE BARLIST, COST TO BE INCLUDED IN
THE BARRIER ITEM. SINGLE SLOPE (HALF SECTION) CONCRETE
NOTE: BAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT.
ALL RADII ARE TO OUTSID E OF BAR.
* THESE DIMENSIONS ARE BASED ON A NORMAL FOR DETAILS OF END CONNECTION FOR BOX BEAM RAIL, SEE BO-RSI4. ERRATA BRIDGE BARRIER SECTIONS AND
CROWN DECK CROSS SLOPE. THEY WILL NEED TO BE TRANSITIONS TO BOX BEAM GUIDE RAIL
MODIFIED FOR OTHER DECK CROSS SLOPES. FOR CUT DETAIL OF END CONNECTION, SEE BD-RSl4.
** THIS DIM NSION WILL N D TO B MODIFI D
E
IF TH D CK SL B THICKN SS XC DS 6"
EE E E FOR DETAILS OF TYPICAL RAIL TO POST CONNECTION, SEE BD-RSl5.
05/17/2022 ORIGINAL ISSUED UNDER EB 22-029
E E A E
DJ C NT
E EE
ISOMETRIC OF CONCRETE SINGLE SLOPE FOR REINFORCEMENT USED FOR SECTION C-C, SEE REINFORCEMENT CURRENT ISSUED UNDER EB 22-029
�ftlT'ifNlslo sWl JNW �i�u���M� (HALF SECTION) CONCRETE BRIDGE BARRIER END SECTION SECTIONS ON BD-RCB!. 1---+---+---------1 EFFECTIVE IMMEDIATELY
A RE s A A E
DEPU"rv CHIEF ENGINEER (STRUCTURES)
E
 51E) BARS
ITYPICAU
10" � ....
=
-
:,:
V,

51El BARS
ffYPICALl
10" ---=
:,:
V,
--N -C
- DETAIL "A"
10" BD-RCB3
2O22-ROEO

- ,____� - 2-151El BARS O 8" CTRS.

- DETAIL "A"
i.---�- 2-151El BARS O 8" CTRS. 2-151El BARS O 8" CTRS.
MAX. !LAPPED) !BARS B & Dl MAX. ILAPPEDl !BARS B & Dl MAX. (LAPPED) (BARS C & Dl
cov. 2" cov.
ITYP.l ITYP.l
2"

..._,,.,, ..
&,

V,
....
a..
...J
z
NOMINAL WIDTH OF SIDEWALK
STONE CURB !TYPE F 1)
GRANITE CURB
5"
...
I
;;., ..
'" a......
...J
z
NOMINAL WIDTH OF SIDEWALK
STONE CURB !TYPE FI)
GRANITE CURB ..
&, a..
...J
51El BARS
ffYPICALl
STONE CURB !TYPE Fl)
GRANITE CURB
_,
ILi
...';"
b Sl 5" V,

.... ....
b Sl
....
i6

NOMINAL WIDTH OF SIDEWALK 5"

<..> _, <..> _, <..>
V, V, 16(El BARS O 8" CTRS. MAX. (BAR Al
FOR SIDEWALK REINFORCEMENT
a.. a.. a..

FOR SIDEWALK REINFORCEMENT =5 2" cov.

V,
,.,, ,.,, ,.,,
SEE BD-SSl
SEE BD-SSI ffYP.) 151El BARS O 12" IMAX.)
��
8� SLOPE 1.57. TOP OF
DETAIL PVMT. OR
SHOULDER
0 0 "B")

2" cov.

151El BARS O 12" CTRS. - -,

MAX. !BAR El DESIGNER TO PROVIDE 2" cov. CONCRETE BACKING
161El
BARS O 8" CTRS. MAX. DIMENSION BASED ON MIN. REINFORCEMENT SECTION TO BE INCLUDED IN
IBAR Al OVERHANG OPTIONAL CONSTR. JOINT CURB ITEM.
FOR SLAB REINFORCEMENT, U-WALL
THIS BAR TO BE TIED TO THE BOTTOM SEE BD-SSl OR BD-SS9 THIS BAR TO BE CAST INTO THE
TRANSVERSE BAR WHEREVER POSSIBLE PRESTRESSED UNIT AND TIED TO BEAM FOR SLAB REINFORCEMENT, NOTE: l'-611
REINFORCEMENT WHEREVER POSSIBLE SEE BD-PC3 WALL REINFORCEMENT DESIGNER NOTES:
REINFORCEMENT SECTION WITH SIDEWALK NOT SHOWN.
REINFORCEMENT SECTION REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING
STEEL BEAM SUPERSTRUCTURE SHOWN PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN SELECTION CRITERIA.
(PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR) (PRESTRESSED CONCRETE SLAB UNITS SIMILAR) FOR DETAIL OF ANCHOR BAR AND STONE CURB TYPES A AND Fl,
SEE BD-MS4E.

□It
51El BARS
!TYPICAL)
10" ---=
:,:
V,
--N -C
- n 6"
"A" DIMENSION MUST BE CALCULATED FOR INDIVIDUAL BRIDGE,
CHAMFER SHALL MATCH THE BOTTOM OF THE SUPERSTRUCTURE
SLAB.
"B" AND "D" DIMENSIONS MUST BE CALCULATED FOR

- - 2-151El BARS O 8" CTRS.

I • I'-O" • I
n 6" EACH BRIDGE AT EACH INDIVIDUAL FASCIA. "E" IS TO BE
APPROXIMATELY ONE THIRD OF THE SIDEWALK WIDTH.
DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS
FOR BAR TYPE A MAY BE DIFFERENT AT EACH FASCIA.
MAX. ILAPPEDl !BARS C & Dl
I" COV. BAR TYPES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
ITYP.l BARE BARRIER BARS SHALL BE SHOWN IN THE BARLIST, COST TO
'f
;;., ..
&,

V,
....
a..
...J
BE INCLUDED IN THE BARRIER ITEM.
WHEN THE FACE MOUNTED TRANSITION IS USED WITH A
VERTICAL FACED CONCRETE PARAPET, THE STRUCTURE WIDTH
SHALL BE INCREASED BY 1'-0" 16" EACH SIDE!.
ILi b�
....
<..> _,
FOR DETAILS OF END CONNECTION FOR BOX BEAM RAIL, SEE
V,
a..

w BD-RS6 OR BD-RS8.
,.,,
THE MINIMUM LENGTH OF VERTICAL FACED PARAPET SECTIONS
FOR THE TL-4 SERVICE LEVEL SHALL BE 15 FEET.
EPOXY COATED BARS ARE SHOWN, OTHER CORROSION PROTECTION
BAR A BARF BARB BAR C BARD
MAY BE USED. REFER TO THE N.Y.S. BRIDGE MANUAL FOR
BAR TYPES DESIGN INFORMATION.

* THIS DIMENSION IS BASED ON A NORMAL CROWN DECK CROSS SLOPE NOTE:

AND A NOMINAL SIDEWALK WIDTH OF 5'-2", IT WILL NEED TO BE ALL BAR DIMENSIONS ARE OUT TO OUT.
161El BARS O 8" CTRS. MAX. MODIFIED FOR OTHER DECK CROSS SLOPES AND SIDEWALK WIDTHS. IT ALL RADII ARE TO OUTSIDE OF BAR. CONSTRUCTION GROOVES SHALL BE MADE BY:
(BAR Fl WILL ALSO NEED TO BE MODIFIED IF THE DECK SLAB THICKNESS EXCEEDS 1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
FOR SLAB REINFORCEMENT, 6" (ADJACENT PRESTRESSED BOX BEAM OR ADJACENT PRESTRESSED SLAB 2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
THIS BAR TO BE TIED TO THE BOTTOM SEE BD-SSI OR BD-SS9 UNIT STRUCTURES ONLYl. CAST-IN-PLACE SLIP FORMED.
TRANSVERSE BAR WHEREVER POSSIBLE 3. CUTTING THE PLASTIC CONCRETE.
SEE CURRENT JOINT .. COMBINATION OF THESE METHODS MAY BE EMPLOYED.
REINFORCEMENT SECTION WITHOUT SIDEWALK
CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES • • SEE CURRENT JOINT THE DEPTH OF THE GROOVES SHALL BE I¼"1-0+¾"l.
BD SHEET OOSHEET
..
FORMED GROOVES SHALL MAKE A 60 ° ANGLE WITH THE SURFACE.
STEEL BEAM SUPERSTRUCTURE SHOWN **5'-0" CUT GROOVES SHALL BE FINISHED WITH SHALLOW 13/4"± 1/4"> CONSTANT
I

t BRIDGE JOINT-----.Li � L t BRIDGE JOINT DEPTH 45° CHAMFERS AT THE SURFACE.

(PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR)
CONSTRUCTION THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL
�...............""""!11 i�=I A====t=====r====j ii GROOVE, SEE BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE
NOTE "A" REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP
EACH BAR.
r - I
I
REVISED
/ '
/

I I
\ Department of Transportation
ll/4"(-0+¾"l
\
/

i-- 1
I Office of Structures
I

ERRATA CONCRETE BRIDGE BARRIER

VERTICAL FACED PARAPET SECTIONS
**SPACING SHALL BE
UNIFORM ACROSS THE A
I� CONSTRUCTION GROOVES APPROVED:
ITYPICAU, SEE NOTE "A" ORIGINAL ISSUED UNDER EB 22-029
STRUCTURE AND WALLS. NOTE:
05/17/2022
SECTION A-A
CURRENT ISSUED UNDER EB 22-029
DETAIL "A" DETAIL "B"
ELEVATION !El DENOTES EPOXY COATED BARS. L---------------1 EFFECTIVE IMMEDIATELY
CONCRETE BARRIER GROOVE SPACING DEPUTY CHIEF ENGINEER (STRUCTURES!
 1'-011 1'-011 BD-RCB4
2O22-ROEO
2-171El BARS 2-171El BARS

15(E) BARS SP ACED AS

151El BARS SPACED AS SHOWN IN ELEVATION, !TWO
SHOWN IN ELEVATION, <TWO HAIRPIN BARS) IBARS C & El
2" cov. HAIRPIN BARSHBARS C & El 2" cov.
ITYP.l ITYP.)

2-151El BARS _, 2-15(E) BARS

O" O"
.... z
Si
...
I>..
...J
2" NOMIN AL WIDTH OF SIDEW ALK 5"
STONE CURB !TYPE FI)
2" NOMIN AL WIDTH OF SIDEWALK 5"
STONE CURB (TYPE Fl)
FOR SIDEWALK REINFORCEMENT FOR SIDEWALK REINFORCEMENT
-·"' SEE BD-SSl GRANITE CURB
"' SEE BD-SSI GRANITE CURB
::.. I½" COV. SLOPE 1.SY. 11/2" COY. SLOPE 1.5¼
FOR SLAB REINFORCEMENT, FOR SLAB REINFORCEMENT,
SEE BD-SSI OR BD-SS9 SEE BD-PC3
2" COV. IMIN.l
HEIi

-------L-

_____ ... __2"_

15(E) BARS ID 12" CTRS. 5(E) BARS ID 8"
1

MAX. (BAR Fl CTRS. MAX.

IBAR Bl 15(E) BARS ID 12" CTRS.
"51E> BARS 11 9" cTR i �Af,·
, A REINFORCEMENT SECTION VARIES
MAX. IBAR Fl DESIGNER NOTES:
STEEL BEAM SUPERSTRUCTURE SHOWN 4" MIN. REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR 6" MAX.
REINFORCEMENT SECTION SELECTION CRITERIA.
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN FOR DETAIL OF ANCHOR BAR AND STONE CURB TYPE A AND

PRESTRESSED SLAB UNITS SIMILAR TYPE Fl, SEE BD-MS4E,

"A" DIMENSIONS MUST BE CALCULATED FOR INDIVIDUAL BRIDGE.
CHAMFER SHALL MATCH THE BOTTOM OF THE SUPERSTRUCTURE
SLAB.

r
I
1" 1'-011 "B" AND "D" DIMENSIONS MUST BE CALCULATED FOR EACH
6" I \
BRIDGE AT THE INDIVIDUAL FASCIA. "E" IS TO BE
... �L,-
I \
6" 6" I 1" 10" I" APPROXIMATELY ONE THIRD OF THE SIDEW ALK WIDTH.
_,
'i'
"'
9" ;;., + �r
FOR BARLIST PROGRAM DIMENSION INPUTS, USE BAR BENDING
DETAIL N15 FOR BAR TYPES A & B.
DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS
FOR BAR TYPES A & B MAY BE DIFFERENT AT EACH FASCIA.
15(E) BARS SPACED AS
SHOWN IN ELEVATION, TWO THE BAR TYPES DIAGRAM IS SHOWN FOR INFORM ATION AL PURPOSES
HAIRPIN BARS IBARS D & El ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS,
2" cov. THE MINIMUM LENGTH OF TEXAS AESTHETIC BARRIER FOR THE
BAR C BARD BARE DETAIL "A" (TYP.) TL-2 SERVICE LEVEL SHALL BE 10 FEET.

2-151El BARS EPOXY COATED BARS ARE SHOWN, OTHER CORROSION PROTECTION
MAY BE USED. REFER TO THE N.Y.S. BRIDGE MANUAL FOR

1[
;! DESIGN INFORMATION.

�1r
R=3" ;iii
...

{
R=3" "­
...J
NOMINAL WIDTH OF SIDEWALK 5" STONE CURB !TYPE A)
6" 1'-011 6" 1'-011 GRANITE CURB

I� J
1'-0"
LEVEL
TOP OF PVM'T.
/ OR SHOULDER
in
___i_
BAR A BARB BARF
0 5(E) BARS I! 12" IMAX.)
L __
NOTE:
WALL REINFORCEMENT
NOT SHOWN :;...+ IE) DENOTES EPOXY COATED BARS.
* THIS DIMENSION IS BASED ON A NORMAL CROWN OPTIONAL CONSTRUCTION JOINT CONCRETE BACKING
DECK CROSS SLOPE AND A NOMINAL SIDEWALK l'-611 TO BE INCLUDED IN
WIDTH OF 5'-2", IT WILL NEED TO BE MODIFIED CURB ITEM
FOR OTHER DECK CROSS SLOPES AND SIDEWALK
WIDTHS. IT WILL ALSO NEED TO BE MODIFIED IF
THE DECK SLAB THICKNESS EXCEEDS 6" REINFORCEMENT SECTION REVISED
Department of Transportation
(ADJACENT PRESTRESSED BOX BEAM OR ADJACENT
PRESTRESSED SLAB UNIT STRUCTURES ONLY). LI-WALL Office of Structures

CONCRETE BRIDGE BARRIER

ERR ATA TEXAS AESTHETICS BARRIER
REINFORCEMENT SECTIONS
APPROVED: 05/17/2022 ORIGINAL ISSUED UNDER EB 22-029
CURRENT ISSUED UNDER EB 22-029
1-------------1
DEPUTY CHIEF ENGINEER (STRUCTURES)
EFFECTIVE IMMEDIATELY
 BD-RCB5
-h
5(El BARS (SPACED AS SHOWN)
t OF PILASTER 6" MAX. ffYP.l 2O22-ROEO
SEE DESIGNER NOTE 5 h �
7(E) LONGITUDINAL BARS
1 '-311
ROADWAY FACE
+ SEE DETAIL "A"
- �

f
I
I

2" COVER (TYP.)

,,,..::-

:LU
c:::::-.,

v
-□-
I

/&-J fA7r
-----
��]
MATCH LINE
-----
MATCH LINE
j,
If
� �
t
\_I_ 5(E) LONGITUDINAL BARS
SECTION A-A
DETAIL "A"

OPTIONAL PANEL DETAIL OPTIONAL PANEL DETAIL

TYPE B TYPE C 6" MAX. ffYP.>
6" 6" � ROADWAY FACE =
SEE DETAIL "A" ffYP.l

:,�::�< f
=
�::::::;::::::::==;;::=:::::::;;:==t :... :::§:;!.
5(El D 8" <ORIG. IN SLAB)

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, -
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5(El (SPACED AS SHOWN!
. . . 2id2�f§.2�
1-.--,-----'--'----=--.., ••
= d �-
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INTERMEDIATE PILASTER � � �
d EDGE OF SLAB
� EXTERIOR ELEVATION 2'-10"
...
c..

2'-10"
...I
...I

311 2'-411 311

� SEE DESIGNER OTE 5
I• • SEE DESIGNER NOTE 5

, I
t OF PILASTER\ SECTION B-B
1

C
�

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1-l!H 1-
5(E) (SPACED AS SHOWN)
I + I I
V,
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-
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0 ...I
= f------.------+---+---f----r� __,,r+---,_L---------1
l
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t T
2" COVER (TYP.l
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__ ......,__.....,.___-+-�-----
1
J� � -� _,

PREFERRED PANEL DETAIL 11/2" CHAMFER ffYP.>

VIEW D-D TYPE A
TOP OF SIDEWALK

l
I

2" COVER ffYP.l I

I. 5(El D 8" <ORIG. IN SLAB!

5<El (SPACED AS SHOWN)
SECTION C-C
PILASTER OVER EXPANSION JOINT ELEVATION
EXTERIOR ELEVATION
DESIGNER NOTES FOR TEXAS BARRIER: 3. FOR CONTINUOUS SPANS, INTERMEDIATE PILASTERS ARE NOT REQUIRED WHEN THE 5. THE DISTANCE FROM THE EDGE OF ANY PILASTER TO THE EDGE OF THE FIRST PANEL REVISED
Department of Transportation
DISTANCE BETWEEN THE ABUTMENT PILASTERS AND/OR PIER PILASTERS IS LESS SHALL BE A MINIMUM OF 6" AND A MAXIMUM OF 1'-4".
1. REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING SELECTION CRITERIA. THAN 100'-0". INTERMEDIATE PILASTERS ARE REQUIRED AT THE ONE-THIRD POINTS Office of Structures
WHEN THE DISTANCE BETWEEN THE ABUTMENT PILASTERS AND/OR PIER PILASTERS 6. NUMBER AND SPACING OF WINDOWS SHALL BE EQUAL BETWEEN PILASTERS WHENEVER
2. FOR SINGLE SPANS, INTERMEDIATE PILASTERS ARE NOT REQUIRED FOR SPANS LESS IS GREATER THAN 100'-0" AND LESS THAN 150'-0" APART. INTERMEDIATE PILASTERS POSSIBLE. CONCRETE BRIDGE BARRIER
THAN OR EQUAL TO 50'-0". AN INTERMEDIATE PILASTER IS REQUIRED AT THE MID-POINT ARE REQUIRED AT THE ONE-FIFTH POINTS WHEN THE DISTANCE BETWEEN THE
FOR SPANS GREATER THAN 50'-0" AND LESS THAN OR EQUAL TO 100'-0". INTERMEDIATE ABUTMENT PILASTERS AND/OR PIER PILASTERS IS GREATER THAN 150'-0". THE 7. THIS BARRIER MAY BE USED WITHOUT A SIDEWALK (3'-6" HEIGHT ABOVE ROADWAY ERRATA TEXAS AESTHETIC SECTIONS
PILASTERS ARE REQUIRED AT THE ONE-THIRD POINTS FOR SINGLE SPANS GREATER PRECEDING ARE MINIMUM REQUIREMENTS. INTERMEDIATE PILASTERS MAY BE SURFACE MAINTAINED>. ELEVATIONS AND DETAILS
THAN 100'-0" AND LESS THAN OR EQUAL TO 150'-0". INTERMEDIATE PILASTERS ARE MORE CLOSELY SPACED AT THE DESIGNERS DISCRETION.
REQUIRED AT THE ONE-FIFTH POINTS FOR SINGLE SPANS GREATER THAN 150'-0" LONG. 8. THE PANELS ARE SHOWN AS OPEN. CLOSED PANELS ARE NOT SHOWN, BUT MAY BE APPROVED: 05/17/2022 ORIGINAL ISSUED UNDER EB 22-029
THE PRECEDING ARE MINIMUM REQUIREMENTS. INTERMEDIATE PILASTERS MAY BE 4. PILASTERS ARE REQUIRED AT ALL PIER LOCATIONS THAT HAVE A TRANSVERSE USED AT THE DESIGNERS DISCRETION.
MORE CLOSELY SPACED AT THE DESIGNERS DISCRETION. EXPANSION JOINT.
9. EXPANSION JOINT OPENINGS GREATER THAN 2" SHALL REQUIRE A STEEL COVER PLATE. CURRENT ISSUED UNDER EB 22-029
THE DESIGNER SHALL DETAIL A SPECIAL PILASTER AND COVER PLATE SIMILAR TO BD-JT16. 1------------1
DEPUTY CHIEF ENGINEER (STRUCTURES!
EFFECTIVE IMMEDIATELY
 BD-RCB6
2022-ROEO
•5(El BARS SPACED Cl 6" MAX.
SEE BD-RS6 OR BD-RS7 FOR DETAILS PAY LIMIT FOR CONCRETE BARRIER

l
OF TRANSITION TO VERTICAL PARAPET IIN BRIDGE ESTIMATE> I" 2'-011 2'-10"
11
2'-0 11
2'-10" 2'-4 11
=---
I
•1'-6
6" MIN. 3" 3"

��I
1'-4" MAX. i.-=----

-
1" 3" 2'-411
3"
THESE BARS ARE S!MILAR TO •71El BARS
3/4" DIA. BOLTS, 71/z" LONG <ASTM F 3125, BAR BENDING TYPE A, EXCEPT /
GRADE A 325, TYPE I) WITH FLAT THE VERTICAL LEGS VARY

I
WASHERS & SPRING LOCK WASHERS,
NUT TO BE FINGER TIGHT AND THE
FIRST THREAD BELOW THE NUT TO
BE DAMAGED A.O.B.E.
� + +L_
- - - - - - - - - - -:� C) �
-------- ll
- == == =
I :: ::
-I= = _! I= = _!_I =
��i.-----
1- .....-- •
•5 BARS 2'-0" LONG

ij
HSS 6 x6 x3/is
GALVANIZED BOX BEAM

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/-

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I'+- - �-< TYP. TYP.
¾ & / �foV '---' I)"

TOP OF SIDEWALK (SEE BD-RS7 IF

SIDEWALK CONTINUES OFF BRIDGE>. JJ
1� _j
lf-L------i11�� l BARS__/
_
--- -.- A_T _ 6 _B•_ F I
_ IN-CR-
_ E -AS�E�D-IM- E�NS_IO_N�I�F
2'-0" --- MORE THAN 11/z" OF EXPANSION IS -------I
ANTICIPATED>.

ABUTMENT PILASTER INTERIOR ELEVATION

(LOOKING AT THE ROADWAY FACE OF THE BARRIER) •51El BARS Cl 8" !FROM SLAB>
•5(El BARS SPACED Cl 6" MAX.
*1'-6"
4" ABUTMENT PILASTER REINFORCEMENT ELEVATION
WELD THIS END TO ANCHOR
PLATE. SEE SECTION A-A
4
11
4
11
4
11
�
"'-'--,--�=-=t�=-=-::j;;;::: AND DETAIL "A"
•5(El BARS SPACE G 6" MAX. ., . .,
SEE DETAIL "A" HSS 5 x5 x!¾s TUBE 6" MIN.
2'-411 1'-4" MAX.
"' X

fn 4"x1/2"X 1'-5" LONG

U"J
FILL PLATE
1'-0"xI"x2'-1" PLAN
rn
fN
;..,
Ln ANCHOR PLATE
+----+++-
fp CONNECTION TUBE DETAIL
FACE OF PARAPET
AND EDGE OF PLATE

�r
U"J ROADWAY FACE
t OF SLOTTED HOLE
�
2¾.. 1

�r
'-'

I. I
4"x1/z"x1'-5" LONG TYP. ROADWAY FACE
FILL PLATE i'-.1
•5 BARS 2'-0" LONG l'-0" • 3'-011 611 611 11"
ON PARAPET SIDE OF
PLATE ITYP.) '----H-11-------5"x5"x5/16" CONNECTION
TUBE 1'-6" LONG, SEE
SECTION A-A CONNECTION TUBE DETAIL SECTION B-B
DESIGNER NOTES:
l '-011 x l 11x 2'-111
ANCHOR PLATE THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE
SUBSTRUCTURE TO THE FIRST HEAVY POST. THIS POST MAY
REQUIRE THE SPECIAL POST DETAIL SHOWN ON BO-RSI5.
NOTE:
11 FOR ADDITIONAL DESIGNER NOTES, SEE BD-RCB5.
1'-0
IE) DENOTES EPOXY COATED BARS.
FOR BARRIER SECTIONS AND BAR BENDING TYPES,
SEE BD-RCB4.
DETAIL "A" REVISED
Department of Transportation
Office of Structures

CONCRETE BRIDGE BARRIER

ERRATA TEXAS AESTHETICS
END TREATMENT DETAILS
APPROVED: 05/17/2022 ORIGINAL ISSUED UNDER EB 22-029
CURRENT ISSUED UNDER EB 22-029
1-------------1
DEPUTY CHIEF ENGINEER !STRUCTURES)
EFFECTIVE IMMEDIATELY
 2'-0" MEDIAN BARRIER
2'-4" APPROACH PAVEMENT
(HIGHWAY EST.)
BD-RCB7
[ BEGINS OR ENDS
1'-011
2O22-ROEO
MEDIAN BARRIER (BRIDGE EST.)
71 '" 1/z" GAP
8"
4i! WASH
r--=---1
(SEE NOTE Bl
P.) SEE DETAIL "A"
--�-------�
15(El BARS O 8" CTRS. 15(El BARS O 8" CTRS.
I
MAX. (BAR Bl MAX. <BAR Cl

INDICATEJOINT
OPENING SIZE

.. 5(El BARS ITYP.)

..
"'_, "'_,
..., � 1
..., � 1 5(E) BARS <TYP.l
6(El BARS O 8" CTRS. 161El BARS O B" CTRS.
MAX. (BAR Al * MAX. <BAR Al * EXTEND SLEEPER APPROACH SLAB
1

SLAB THE WIDTH

� �
OF THE BARRIER SEMI-INTEGRAL
FOR SLAB REINFORCEMENT, ABUTMENT SHOWN
V> V>

FOR SLAB REINFORCEMENT,

..., ...,
SEE BD-SSI OR BD-SS9. IN THIS AREA SLEEPER SLAB
SEE BD-SSI OR BD-SS9.

CONCRETE MEDIAN BARRIER

JOINTLESS BRIDGE DETAIL
THIS BAR TO BE TIED TO THIS BAR TO BE TIED TO
THE BOTTOM TRANSVERSE THE BOTTOM TRANSVERSE
BAR WHEREVER POSSIBLE. BAR WHEREVER POSSIBLE.
SEE R OINT � .. CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES SEE CUIIRE,TJO>T
* TO FACILITATE FINISHING OF THE DECK, THE
�� ����/
I **5'-0"
. I. BD SHEET
CONTRACTOR MAY ELECT TO UTILIZE MECHANICAL
CONNECTORS, CONFORMING TO MATERIAL l BRIDGE � � Lt BRIDGE
SPECIFICATION 709-10, FOR THE BARRIER JOINT ' A JOINT
CONSTRUCTION I
I
ANCHORAGE REINFORCEMENT.
CONCRETE MEDIAN BARRIER CONCRETE MEDIAN WIDE BARRIER
GROOVE, SEE -====================I i
,_
1 NOTE "A"
!STEEL BEAM AND PRESTRESSED !STEEL BEAM AND PRESTRESSED I
I-BEAM STRUCTURES) I-BEAM STRUCTURES)
I

CONSTRUCTION GROOVES **SPACING SHALL BE

<TYPICAL>, SEE NOTE "A" UNIFORM ACROSS THE
SECTION A-A STRUCTURE AND WALLS.
ELEVATION
CONCRETE BARRIER GROOVE SPACING

DETAIL "A"
NOTE "A":
DESIGNER NOTES:
CONSTRUCTION GROOVES SHALL BE MADE BY:
THESE BARRIER WIDTHS CONFORM TO THOSE OF THE I. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
HIGHWAY BARRIER TO FACILITATE TRANSITION BETWEEN 2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
THE TWO BARRIERS. DESIGNERS SHOULD USE THE SAME CAST-IN-PLACE SLIP FORMED.
WIDTH BARRIER AS THE HIGHWAY APPROACH BARRIER. 3. CUTTING THE PLASTIC CONCRETE.
COMBINATION OF THESE METHODS MAY BE EMPLOYED.
I .. I .. THE DEPTH OF THE GROOVES SHALL BE I1/4"(-0+¾">. FORMED GROOVES SHALL MAKE A
2'-011

1·-0.. REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE

.. 1..6.. .. I 5(El BARS O 8" RAILING SELECTION CRITERIA. 60° ANGLE WITH THE SURFACE. CUT GROOVES SHALL BE FINISHED WITH SHALLOW (3/4"±1/4")
CTRS. MAX. 15(El BARS (TYP.l CONSTANT DEPTH 45° CHAMFERS AT THE SURFACE. THE LONGITUDINAL REINFORCING BARS FOR
FOR SLEEPER SLAB DETAILS, SEE BD-SA2E. THE CONCRETE BARRIERS SHALL BE CONTINUOUS BETWEEN BRIDGE EXPANSIONJOINTS. WHERE
1

(BAR Bl SPLICES ARE REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP EACH BAR.
FOR SLAB REINFORCEMENT, 6(El BARS O 8" CTRS. ALL REINFORCEMENT IS PLACED PERPENDICULAR TO
BAR A BARB BAR C
SEE BD-PC3 MAX. (BAR Al * THE LONGITUDINAL AXIS OF THE BARRIER, REGARDLESS NOTE "B":
1

OF SKEW.
NOTE: GAP TO BE FILLED WITH COMPRESSIBLE FOAMJOINT SEALER, MATERIAL SPECIFICATION 705-08.
COST TO BE INCLUDED IN THE BARRIER ITEM.
BAR TYPES
BAR TYPES ARE SHOWN FOR INFORMATIONAL PURPOSES
ALL BAR DIMENSIONS ARE OUT TO OUT. ONLY. BARRIER BARS SHALL BE SHOWN IN THE BARLIST,
COST TO BE INCLUDED IN THE BARRIER ITEM.
5(El BARS THE MINIMUM LENGTH OF SINGLE SLOPE (FULL SECTION) NOTE:
CONCRETE BRIDGE BARRIER FOR THE TL-5 SERVICE
IE) DENOTES EPOXY COATED BARS.
1

LEVEL SHALL BE 20 FEET. THE MINIMUM LENGTH OF

SINGLE SLOPE (FULL SECTION) CONCRETE BRIDGE
BARRIER FOR THE TL-4 SERVICE LEVEL SHALL BE
CONCRETE MEDIAN BARRIER
(CONCRETE MEDIAN WIDE BARRIER SIMILAR) 15 FEET. REVISED
EPOXY COATED BARS ARE SHOWN, OTHER CORROSION
!ADJACENT PRESTRESSED CONCRETE UNIT STRUCTURES) Department of Transportation
PROTECTION MAY BE USED. REFER TO THE N.Y.S. BRIDGE
MANUAL FOR DESIGN INFORMATION.
Office of Structures

ERRATA CONCRETE MEDIAN BARRIER

SINGLE SLOPE (FULL SECTION)
APPROVED: 05/17/2022 ORIGINAL ISSUED UNDER EB 22-029
CURRENT ISSUED UNDER EB 22-029
EFFECTIVE IMMEDIATELY
DEPUTY CHIEF ENGINEER (STRUCTURES)
1-------------1