Post on 09-Feb-2019
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PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
BAR A
1’-0"
BAR DBAR E
3" RADIUS
4" RADIUS
3" RADIUS
3" RADIUS
1’-
7�
"
2’-4�"
1’-
7�
"
1’-
0"
1�"
2"
BAR B
*
*
*
BAR TYPES
1’-
3"
2’-5�"
1’-0"
1’-
8�
"
1’-0"
3" RADIUS
BAR C
1’-
6"
1’-1"
1’-
4"
1’-
7�
"
11"
3" RADIUS
7�"
1’-
4"
*THESE DIMENSIONS WILL NEED TO BE ADJUSTED.
IF THE DECK SLAB THICKNESS EXCEEDS 6",
1’-
0�
"
1’-
0�
"
4"
MIN. (TYP.)
2"vCOV.
1’-
0"
LA
P
(BAR A)
(BARS D & E)
BD-SS1E OR BD-SS6E.
4"
MIN. (TYP.)
2"vCOV.
1’-
0"
LA
P
MIN.
2"COV.
(BAR B)
TO 6" MAX.
VARIES 4" MIN.
BD-PA3E.
4" MIN.
4"
MIN. (TYP.)
2"vCOV.
1’-
0"
LA
P
(BAR C)
2" COV. MIN.
8"
U-WALL
REINFORCEMENT SECTION
8"
MIN.
8"
MIN.
10"
8"
8"
5"
10"
8"
8"
5"
10"
8"
8"
5"
(BARS D & E)
(BARS D & E)
1’-
6"
ALL RADII ARE OUTSIDE BAR.
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR
STEEL BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
PRESTRESSED SLAB UNITS SIMILAR
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
1’-7"
2’-
10"
1’-7"
2’-
10"
1’-7"
2’-
10"
BD-RCB1E
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES
LAP LENGTH FOR BARRIER LONGITUDINAL BARS IS 2’-2".
FOR BAR TYPE E.
FOR BAR TYPE C, USE N16 FOR BAR TYPE D AND USE 13
DIAGRAM DESIGNATION N14 FOR BAR TYPES A & B, USE N13
FOR BARLIST PROGRAM DIMENSION INPUTS, USE BAR BENDING
FOR SLAB REINFORCEMENT SEE BD-SS1E OR BD-SS6E.
FOR TYPICAL BARRIER SECTION DIMENSIONING, SEE BD-RCB3E.
SELECTION CRITERIA.
REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING
DESIGNER NOTES:
BASED ON OVERHANGDESIGNER: PROVIDE DIMENSION
MAX. TWO HAIRPIN BARS.
2-#5(E) BARS @ 8" CTRS.
#5(E) BARS (TYP.)
MAX.
#6(E) BARS @ 8" CTRS.
WHEREVER POSSIBLE.
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
SEE
FOR SLAB REINFORCEMENT
#5(E) BARS (TYP.)
MAX. TWO HAIRPIN BARS.
2-#5(E) BARS @ 8" CTRS.
MAX.
#6(E) BARS @ 8" CTRS.
FOR SLAB REINFORCEMENT SEE
#5(E) BARS (TYP.)
MAX. TWO HAIRPIN BARS.
2-#5(E) BARS @ 8" CTRS.
MAX.
#6(E) BARS @ 8" CTRS.
OR SHOULDER
APPROACH SLAB
TOP OF PAVEMENT,
OPTIONAL CONSTRUCTION JOINT
WALL REINFORCEMENT NOT SHOWN
WHEREVER POSSIBLE.
TIED TO BEAM REINFORCEMENT
THE PRESTRESSED UNIT AND
THIS BAR IS TO BE CAST INTO
SUPERSTRUCTUREFASCIA DEPTH ONDIMENSION TO MATCH
SAFETY SHAPE SECTIONS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
1�"(-0+�")
SECTION A-A
CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES
**
**
5’-0" (MAX.)
SEE CURRENT JOINT
BD SHEET
SEE CURRENT JOINT
BD SHEET
EACH BAR.
REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP
BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE
THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL
CHAMFERS AT THE SURFACE.nDEPTH 45
�") CONSTANTu CUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"
ANGLE WITH THE SURFACE.nFORMED GROOVES SHALL MAKE A 60
THE DEPTH OF THE GROOVES SHALL BE 1�"(-0+�").
COMBINATION OF THESE METHODS MAY BE EMPLOYED.
3. CUTTING THE PLASTIC CONCRETE.
CAST-IN-PLACE SLIP FORMED.
2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
CONSTRUCTION GROOVES SHALL BE MADE BY:
NOTE "A":
STRUCTURE AND WALLS.
UNIFORM ACROSS THE
SPACING SHALL BE
ELEVATION
CONCRETE BARRIER GROOVE SPACING
BRIDGE JOINTc BRIDGE JOINTc
SEE NOTE "A"
CONSTRUCTION GROOVE
(TYPICAL), SEE NOTE "A"
CONSTRUCTION GROOVESA
LA
P
1’-
0"
MIN.
10"
8"
8"
5"
10"
SECTION A-A
LA
P
1’-
0"
MIN.
10"
8"
8"
5"
7"
SECTION A-A
LA
P
1’-
0"
MIN.
SECTION A-A
10"
8"
8"
5"
10"
SUPERSTRUCTURE
FASCIA DEPTH ON
DIMENSIONS TO MATCH
"4
32’-
9
"4
32’-
6
"215
"4
31’-
5
"215
"215
BAR B BAR C BAR D
BAR TYPES
"214 6"
6"
3"
3"
"214 6"
6"
3"
3"
6"x6"x�" TUBE
WHENEVER POSSIBLE.
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
SEE NOTE "A"
SEE NOTE "A"
BOX BEAM
PRESTRESSED
OR SHOULDER
TOP OF PAVEMENT
THE SPLICE AREA.
ARE NOT PERMITTED ON THE INSIDE WALLS OF
PROTRUSION CAUSED BY WELDING OR GALVANIZING
8’-0"
6"1’-4"1’-8"1’-0"1’-0"2’-6"
5’-0" 3’-0"
6"
PLAN
ELEVATION
NOT SHOWN
WALL REINFORCEMENT
�"
45°
45°
45°
G
G
G
�" THK. TUBE
45°
�"
SECTION E-E
DETAIL "A"NOT TO SCALE
n45
gG
E
E
6"
3’-0"
CUT DETAIL - END CONNECTION
NOT TO SCALE
�"
�"
NOT TO SCALE
END CONNECTION FOR BOX BEAM GUIDE RAIL
S11 S11 S11
H
O
H
O
H
O
1’-5"
"43
8
(H1)
23BAR A
COVER (TYP.)
2" MINIMUM
WHENEVER POSSIBLE.
TIED TO BEAM REINFORCEMENT
THE PRESTRESSED UNIT AND
THIS BAR TO BE CAST INTO
COVER (TYP.)
2" MINIMUM
COVER (TYP.)
2" MINIMUM
CO
V.
2"
MIN.
1’-0"
ALL RADII ARE TO THE OUTSIDE OF BAR.
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
6"x6"x�" TUBE
FRONT FACE OF TUBE.
OF 2" DIA. HOLES INc
BACK FACE OF TUBE.
OF 1" DIA. HOLES INc
SEE
FOR SLAB REINFORCEMENT,
BD-PA3ESEE
FOR SLAB REINFORCEMENT,
BD-SS1E OR BD-SS6E
K1
D
K2 H2
8�"
1’-0�"
1’-5"
FRONT FACE OF BARRIER.
MAINTAIN A 2" MINIMUM COVER AT
LEG TO BE BENT IN FIELD TO
NORMAL CROWN MAY REQUIRE THIS
DECK CROSS SLOPES OTHER THAN
NOTE A:
(TY
P.)
3"
SEE DETAIL "A"
#5(E) BARS (TYP.) #5(E) BARS (TYP.)
BOTTOM OF TUBE)
�" BOLT (TOP &
�" DIA. HOLE FOR
FOR FIXED SPLICE
CTRS. MAX.
6(E) BARS @ 6"
(BAR A)
MAX. (TWO HAIRPIN BARS)
5(E) BARS @ 6" CTRS.
(BARS B & D)
MAX. (TWO HAIRPIN BARS)
5(E) BARS @ 6" CTRS.
(BARS B & C)
CTRS. MAX.
6(E) BARS @ 6"
(BAR A)
MAX. (TWO HAIRPIN BARS)
5(E) BARS @ 6" CTRS.
(BARS B & D)
OPTIONAL CONSTRUCTION JOINT
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DEMOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES
FOR BARRIER TRANSITION SECTION DIMENSIONING, SEE BD-RCB3E.
DESIGNER NOTES:
BD-RCB2E
TO 6" MAX.
VARIES 4" MIN.
BASED ON OVERHANG.DESIGNER: PROVIDE DIMENSIONING
#5(E) BARS (TYP.)
BOTTOM FACES OF 6"x6"x3#16" BOX BEAM
THIS AREA TO BE CUT FROM THE TOP AND
OF HOLEc
SEAL WELD
AND BOTTOM OF TUBE)
1"x4" SLOTS (TOP
FOR EXPANSION SPLICE
TO BOX BEAM GUIDE RAIL
SAFETY SHAPE SECTIONS & TRANSITION
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
6"
A
A
"8
71’-
5
2’-
10" "
43
2’-
5
1’-4"1’-8"1’-0"1’-0"
6’-0"
#5(E) BARS @ 8"
1’-
7"
"2
19
"2
19
6" 6"
"8
711
WA
SH
"2
1
PLAN
ELEVATION
4"
"212
CONCRETE BARRIER
END SECTION OF
GRADE OF ROADWAY)
BARRIER (FOLLOWS
TOP OF CONCRETE
THE CONCRETE BARRIER ITEM.
FURNISHING AND PLACING SHALL BE INCLUDED IN
STEEL PIPE (ASTM A53, NPS 1" DIA.). THE COST OF
1" DIA. P.V.C. PIPE OR 1" DIA. GALVANIZED
CONCRETE BARRIER TRANSITION
6’-0"
12-#5(E) BARS @ 6"
FOR CLARITY.
BOX BEAMS NOT SHOWN
END CONNECTION FOR
NOTE:
4’-
0"
1’-0"1’-0"1’-8"1’-4"
6 SPACES @ 3’-0" = 18’-0"
4 SPACES @ 2’-0" = 8’-0"
(HEAVY POST)
3 SPACES @ 2’-0" = 6’-0"
2’-0"
6’-0"
S3 x 5.7 TRANSITION POSTS
3’-0"
1’-0"S3vxv5.7 STANDARD HIGHWAY POSTS
" (BOTTOM RAIL)217
RAIL IN HIGHWAY ESTIMATE
PAY LIMIT FOR BOX BEAM GUIDE
"212
5"
"2
13
2’-
0"
SPLICE ASSEMBLY
OF EXPANSIONc
1’-
3"2’-
3"
MOUNTING HEIGHT2’-3" HIGHWAY
A
A B
B
CONCRETE BARRIER
SHEETS FOR ALTERNATE CURB CONFIGURATIONS.
SEE SHOULDER DRAINAGE AND APPROACH DETAIL
6" x 6" x �" GALVANIZED BOX BEAM
SEE NOTE "A"
(SEE NOTE "B")
SHELF ANGLE
OR SHOULDER
TOP OF PAVEMENT
ANGLE MAY BE DRILLED IN THE FIELD (TYP.)
HOLES IN THE POST FOR THE LOWER SHELF
MOUNTING HEIGHT
SLOPED TO MEET HWY.
HEAVY POSTS
FOR BOX BEAMS
END CONNECTIONS
EXPANSION SPLICE ASSEMBLYc
40’-0" PAY LIMIT FOR TRANSITION - CONCRETE BARRIER TO BOX BEAM GUIDE RAIL IN BRIDGE ESTIMATE
6"
6"
(SEE NOTE
"A")
9’-0"
25’-0"
PARALLEL TO GRADE
BEGIN RUN OF BOX BEAM31’-0" TRANSITION TO MOUNTING HEIGHT
S3 x 5.7 TRANSITION POSTS
"4
31’-
8
6"
FIXED SPLICE ASSEMBLY (TOP RAIL)c
"217
PLAN
ELEVATION
OF TURNBACK SPLICE ASSEMBLY (BOTTOM RAIL)c
FLARED BACK SECTION OF TUBE.
OF THE GROUND AT THE END OF THE
9" MEASURED FROM THE ELEVATION
FOR END CONNECTIONS FOR BOX BEAM DETAILS, SEE BD-RCB2E.
FOR CURB AND SHOULDER TREATMENT DETAILS, SEE CURRENT BD-AD SERIES SHEETS.
FOR TRANSITION POST AND HEAVY POST DETAILS, SEE BD-RCB4E.
FOR TURN BACK SPLICE DETAILS, SEE BD-RCB4E.
FOR SPLICE ASSEMBLY DETAILS, SEE BD-RS8E.
FIRST HEAVY POST. THIS POST MAY REQUIRE THE SPECIAL POST DETAIL, SEE BD-RCB4E.
THE DESIGNER SHALL CHECK THE CLEARANCE FROM SUBSTRUCTURE TO THE
DESIGN/DETAILER:
BD-RCB3E
(HWY. EST.).
SHOULDER. PAYMENT WILL BE MADE UNDER SHOULDER MATERIAL ITEM
PAVE THIS AREA WITH THE SAME MATERIAL USED IN THE STABILIZED
NOTE "C":
STANDARD SHEET TITLE "BOX BEAM GUIDE RAIL".
SEE TYPICAL RAIL TO POST CONNECTION DETAIL ON CURRENT HIGHWAY
NOTE "B":
FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE TRANSITION ITEM.
THE COST OF THE POSTS, SPLICE TUBE AND RAIL FOR THE LOWER TUBE
NOTE "A":
NOTES:
CONCRETE BARRIER
FACE OF BACKWALL FOR FLARED WALLS.
(TYPE A) END OF U-WINGWALL OR REAR
BEGIN PAY LIMIT FOR STONE CURB
SEE DESIGNER NOTE (SEE NOTE "B")
SHELF ANGLE (TYP.) 6" x 6" x �" GALVANIZED BOX BEAM
THE TRANSITION ITEM.
INCLUDED IN THE PRICE BID FOR
THE COST OF THIS POST TO BE
(SEE NOTE "C")
VEGETATION CONTROL STRIP
OPTIONAL (HOT-vMIX ASPHALT) AND THE BLOCKOUTS ON THIS POST ONLY.
NO BOLT IS REQUIRED BETWEEN THE BOX BEAM
CURB LINE
IN BOX BEAM AT THIS POST ONLY.
FIELD DRILLED. NO �" DIA. BOLTS REQUIRED
THE �" DIA. HOLE DRILLED IN THE POST MAY BE
2’-
8�
"
IN BRIDGE ESTIMATE
PAY LIMIT FOR CONCRETE BARRIER
BOX BEAM
END CONNECTION FOR
CONCRETE SAFETY SHAPE BARRIER
TRANSITION TO
BOX BEAM GUIDE RAIL
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
1’-7"
2’-
7"
"219
2’-
10"
1"
1"
1"
2"
1"
�"
WA
SH
1"
SECTION A-A
"4397"
"412
1’-
9"
10"
3"
OR SHOULDER
TOP OF PAVEMENT
1" 1"
1"
SHOWN FOR CLARITY.
REINFORCEMENT NOT
NOTE:
1’-7"
2’-
7"
"219
2’-
10"
1"
1"
1"
2"
1"
�"
WA
SH
1"
SECTION B-B
"219"2
19
"4
31’-
8
"213
1"
"8
711
"8
34
THE TRANSITION ITEM (TYP.)
WASHERS SHALL BE INCLUDED IN
BOLTS WITH HEX NUTS AND FLAT
COST OF FURNISHING AND PLACING
ALL COMPONENTS TO BE GALVANIZED.
1 ON OUTSIDE FACE OF BARRIER).
FLAT WASHERS (1 ON INSIDE &
(ASTM A449) WITH HEX NUTS AND
�" DIA. GALV. ANCHOR STUDS
OR SHOULDER
TOP OF PAVEMENT
REAR FACE OF RAIL
BARRIER ITEM.
BE INCLUDED IN THE CONCRETE
FURNISHING AND PLACING SHALL
A53 NPS 1" DIA.) THE COST OF
DIA. GALVANIZED STEEL PIPE (ASTM
1" DIA. P.V.C. PIPE OR 1"
1" 1"
1’-
9"
7"
6"
3"
SHOWN FOR CLARITY.
CHAMFERS AT END OF BARRIER, NOT
NOTE:"
21
2’-
8
5"
6"
3"3"
6"
"2
13
"214
"2
11
TYPICAL RAIL TO POST CONNECTION
F
F
ELEVATION VIEW F-F
�" DIA. BOLT
�" DIA. HOLE
S3 X 5.7
�" DIA. BOLT
STEEL ANGLE FOR
�" x 3" SLOT IN4�" LONG
L5vxv3�vxv�
SHELF ANGLE
BEAM GUIDE RAIL."
STANDARD SHEET, "BOX
SEE CURRENT HIGHWAY
FOR ADDITIONAL DETAILS
NOTE:
AND HEX NUT
WITH FLAT WASHER
STANDARD HEX BOLT
�" DIA. x 1�" LONG
2"
2"
HEAVY POST DETAIL
HEAVY POST ELEVATION
DETAIL "A"
VA
RIE
S
TRANSITION POST DETAIL
Œ"
Œ"
2…"
8"
NO
TEv"
E"
SE
E
3'-
0"
2'-
8"
1'-
4"
‚ 2
‚ 2-10
‚ 2
(TY
P.)
2"
(TYP.)
2"
S3vxv5.7(TYP.)
8"
4"
(TY
P.)
6"
(TYP.)
6"
(TY
P.)
1‚
"
(TY
P.)
1‚
"
(TY
P.)
3•
"
(TYP.)
1‚"
1'-
6"
2'-
0"
3'-
6"
‚ 2
‚ 2
‚ 2-10
(TYP.)
6"
BLOCKOUT TUBE 6" LONG (TYP.)
8"xv6"xv‚" GALVANIZED
SEE DETAIL "A"
AND LOCK WASHER (TYP.)
HEX NUT, FLAT WASHER
HEAD SQUARE NECK BOLT,
ƒ"vDIA.vxv7•" LG. ROUND
GALV. BOX BEAM
6"xv6"xv‰"
SOIL PLATE
8"xv‚"xv2'-0"
SPECIAL POST W6vxv25
OF POSTc
W6vxv9
SOIL PLATEv
8"vxv‚"vxv2'-0"
6"
1…
"…
"
1"
SPECIAL POST ELEVATION
1 FAR SIDE) (TYP.)
WASHERS (1 NEAR SIDE,
WITH HEX NUTS AND FLAT
HEX BOLT (A307, GRADE A)
2v-v•"vDIA.vxv1…"vLG. STD.
1 FAR SIDE) (TYP.)
WASHERS (1 NEAR SIDE,
WITH HEX NUTS AND FLAT
HEX BOLT (A307, GRADE A)
2v-v•"vDIA.vx 1•"vLG. STD.
ELEVATION
pSPECIAL POST BASE
CEMENT MORTAR PAD
W6vxv25 POST
‚"
M
n45
G 45°
BAR TO REMAIN
STEEL BACK-UP
PLAN
PLAN
(TY
P.)
1‚
"
(TY
P.)
1‚
"
VA
RIE
S
8"
SPLICE TUBE DETAILS FOR TURN BACK
LOWER TRANSITION GUIDE RAIL
SPLICE DETAIL AT TURN BACK IN
BLOCKOUT TUBE 6" LONG (TYP.)
8"xv6"xv‚" GALVANIZED
BASE PLATE DETAIL
SPECIAL POSTREFERENCE SURFACE
SOIL PLATEv
8"vxv‚"vxv2'-8"
(TYPE A)
STONE CURB
ALL GUIDE RAIL POSTS)
DRIVING (TYPICAL ON
ALONG THIS LINE FOR
PERMISSABLE TO CUT
OF BLOCKOUT
IN POST & REAR
†" DIA. HOLESc
pANCHOR
SPECIAL POST
BD-RCB4E
THE EDGE DISTANCE REQUIREMENT.
MODIFYING THE BACKWALL IN THIS AREA TO MEET
WOULD BE USING A DOUBLE RAILING BLOCKOUT OR
WILL NEED TO BE USED. ALTERNATIVES TO CONSIDER
REQUIREMENT CAN'T BE MET AN ALTERNATIVE DETAIL
FROM ANY SPECIAL POST ANCHOR STUD. IF THIS
A MINIMUM EDGE DISTANCE OF 3•" IS REQUIRED
DESIGNER NOTE:
TUBE 6" LONG
BLOCKOUT 8"xv6"xv‚"
7'-
0"
7'-
0"
SEE HEAVY POST DETAIL
W6vxv9 HEAVY POST WITH SOIL PLATE,
THE TRANSITION ITEM.
NCLUDED IN THE COST OF
WITH SOIL PLATE TO BE
THE COST OF THE POST
NOTE:
WITH TOP OF RAIL (TYPICAL)
TOPS OF THE TUBES TO BE FLUSH
BOX BEAMv
6"vxv6"vxv‰" GALVANIZED
SPECIAL POST ANCHOR PLATE DETAIL
B-U2a-GF
REPAIRED IN ACCORDANCE WITH SUBSECTION 719-01.
DRILLED IN THE FIELD. IF SO, THE GALVANIZING SHALL BE
HOLES IN THE POST FOR THE LOWER RAIL MAY BE LOCATED AND
NOTE "E":
RAILS, SPLICE TUBES AND FILL PLATES.
PERMITTED ON THE ADJOINING SURFACES OF THE BOX BEAM
PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT
NOTE "D"
NOTES:
(TY
P.)
1‚
"
(TY
P.)
1‚
"
WITH TOP OF POST (TYP.)
TOPS OF THE TUBES TO BE FLUSH
(ONE WASHER ON EACH SIDE OF BASE PLATE).
NUTS AND TWO FLAT WASHERS EACH.
(A449) 1'-0" LONG WITH FOUR HEAVY HEX
1" DIA. ANCHOR STUDS FULLY THREADED
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
REVISED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
RAIL TRANSITION TO CONCRETE BARRIER
COMMON DETAILS FOR BOX BEAM GUIDE
HOLES
†" DIA.
26°
(GALVANIZED). (TYPICAL)
1 BOTTOM) AND 1 LOCK WASHER
2 STANDARD WASHERS (1 TOP &
BOLTS (ASTM A325, TYPE 1) W/NUT,
AND BOTTOM) FOR ƒ" DIA. 7•" LG.
‡" DIA. HOLE IN BOX BEAM (TOP
SPLICE TUBE
(TYP.)
•"
(TYP.)
3"
(TYP.)
7"
SEE NOTE "D"
BEAM RAIL (TYPICAL)
6"xv6"xv‰" BOX
M
n45
G
5"
1'-1… "
26°
M
n45
G
SEE "ELEVATION OF TRANSITION".
AT THE END OF THE BOX BEAM.
BY THE 9" MEASUREMENT
THIS ANGLE IS DETERMINED
2ƒ"
6"
TUBE (TOP & BOT.)
AND IN 5"xv5"xvŠ"
FILL PLATES (BOTTOM)
1"xv7" SLOT IN
B-U2a-GF
B-U2a-GF
FILL PLATES (TYP.)
4"xv…"xv9•"
1'-1…"
3•"
3•" Š
2-6
Š 2-6
Š 2-6 Š 2-6
BARRIER ON BRIDGE
OF CONCRETE
SQUARE OFF END
AND TWO FLAT WASHERS EACH.
WITH FOUR HEAVY HEX NUTS
(ASTM A449) 1'-0" LONG
4v-v1" DIA. ANCHOR STUDS
SEE DESIGNER NOTE
CURB LINE
2'-0"
ON BRIDGE
CONCRETE BARRIER
SQUARE OFF END OF
THIS POST ONLY.
AND THE BOX BEAM ON
BETWEEN THE BLOCKOUT
NO BOLT IS REQUIRED
BACKWALL
OPENINGJOINT
SPECIAL POST DETAIL9•"
4ƒ"
6"
4" DIA. HOLE
(TY
P.)
1ƒ
"
6"
6"
•
•
9•"
6"
"4
14
"4
14
‰
•"
6"
6"
"4
14
"4
14
(TYP.)
1ƒ"
(TYP.)
1ƒ"
(TY
P.)"
43
1
W6vxv25 POST
(TYPICAL)
1"vDIA. ANCHOR STUD
1„"vDIA. HOLE FOR
(TYPICAL)
1"vDIA. ANCHOR STUD
1„"vDIA. HOLE FOR
p9•"xv…"xv1'-0"
BAR A BAR B BAR C
BAR TYPES
*
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
**
(BAR B)
(BAR A)
BAR B
3"
(BAR B)
(BAR A)BAR B
"217
"4
311
"4
12
3’-1"
**
* *
3"
(BAR C)
1’-
6"
"2
14’-
6
1’-
6"
"4
13’-
1
11"
OPTIONAL CONSTR. JT.
#5(E) BARS @ 8" MAX.
#7(E) BARS (TYP.)
(LAP TO )
#5(E) BARS @ 8"
SEE
FOR SLAB REINFORCEMENT,
#5(E) BARS @ 8" MAX.
2’-0" L
AP (T
YP.)
2’-0" L
AP (T
YP.)
3"
7"
7"
10"
8"
8"
6"
6"
4"
8"
8"
6"
6"
4"
2"vCOV.
4"
8"
7"
7"
0
2"
2"vCOV.
EACH BAR.
REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP
BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE
THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL
CHAMFERS AT THE SURFACE.nDEPTH 45
�") CONSTANTuvCUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"
ANGLE WITH THE SURFACE.nFORMED GROOVES SHALL MAKE A 60
THE DEPTH OF THE GROOVES SHALL BE 1�"(-0+�").
COMBINATION OF THESE METHODS MAY BE EMPLOYED.
3. CUTTING THE PLASTIC CONCRETE.
CAST-IN-PLACE SLIP FORMED.
2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
CONSTRUCTION GROOVES SHALL BE MADE BY:
NOTE "A":
COV. (TYP.)
2" MIN.
4"
7"
7"
2"vCOV.
MIN.2"vCOV.v
2%
WALL REINFORCEMENT NOT SHOWN
SUPERSTRUCTUREFASCIA DEPTH ONDIMENSION TO MATCHvv
0
COV. (TYP.)
2" MIN.
"4
32’-
9
"2
12’-
10
3" RADIUS
3" RADIUS
#5(E) BARS @ 8" MAX.
#7(E) BARS (TYP.)
#6(E) BARS @ 8" MAX.
(LAP TO )
#5(E) BARS @ 8"
8"
8"
6"
6"
4"
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR
STEEL BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
PRESTRESSED SLAB UNITS SIMILAR
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTIONU-WALL
REINFORCEMENT SECTION
PRESTRESSED SLAB UNIT STRUCTURES).
(ADJACENT PRESTRESSED BOX BEAM OR ADJACENT
IF THE DECK SLAB THICKNESS EXCEEDS 6"
THIS DIMENSION WILL NEED TO BE MODIFIED
MODIFIED FOR OTHER DECK CROSS SLOPES.
CROWN DECK CROSS SLOPE. THEY WILL NEED TO BE
THESE DIMENSIONS ARE BASED ON A NORMAL
ALL RADII ARE TO OUTSIDE OF BAR.
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
***
BD-RCB5E1’-6"
3’-
6"
1’-6"
3’-
6"
1’-6"
3’-
6"
REINFORCEMENT WHEREVER POSSIBLE.
PRECAST UNIT AND TIED TO THE BEAM
THIS BAR TO BE CAST INTO THE
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES
LAP LENGTH FOR BARRIER LONGITUDINAL BARS IS 3’-10".
FOR BAR TYPE B & C.
DIAGRAM DESIGNATION N12 FOR BAR TYPES A, AND USE N13
FOR BARLIST PROGRAM DIMENSION INPUTS, USE BAR BENDING
FOR BAR TYPE A MAY BE DIFFERENT AT EACH FASCIA.
DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS
FOR SLAB REINFORCEMENT SEE BD-SS1E OR BD-SS6E.
FOR TYPICAL BARRIER SECTION DIMENSIONING, SEE BD-RCB7E.
SELECTION CRITERIA.
REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING
DESIGNER NOTES:
#7(E) BARS (TYP.)
#6(E) BARS @ 8" MAX.
WHEREVER POSSIBLE
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
SEE
FOR SLAB REINFORCEMENT,
BD-SS1E OR BD-SS6E
BD-PA3E
SINGLE SLOPE SECTIONS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
1�"(-0+�")
BRIDGE JOINTc
5’-0"
BRIDGE JOINTc
SECTION A-A
BD SHEET
SEE CURRENT JOINT
(TYPICAL), SEE NOTE "A"
CONSTRUCTION GROOVES
BD SHEET
SEE CURRENT JOINT
A
A
ELEVATION
CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES
SEE NOTE "A"
CONSTRUCTION GROOVE
STRUCTURE AND WALLS.
UNIFORM ACROSS THE
SPACING SHALL BE
CONCRETE BARRIER GROOVE SPACING
***
TO BOX BEAM GUIDE RAIL
SINGLE SLOPE SECTIONS & TRANSITION
CONCRETE BRIDGE BARRIER
#7(E) BARS (TYP.)
SEE NOTE "A"
3"
4"
3�" TO 6"
VARIES FROM
3�" TO 6"
VARIES FROM
2’-
0"
LA
P
7"
7"
10"
BOX BEAM SHOWN
2v%
(BARS E & F)
(BAR D)
TWO HAIRPIN BARS
#5(E) BARS @ 6" (MAX.)
#6(E) BARS @ 6" (MAX.)
#7(E) BARS (TYP.)
SEE NOTE "A"
4"
3�" TO 6"
VARIES FROM
3�" TO 6"
VARIES FROM
(BARS E & F)
(BAR D)
TWO HAIRPIN BARS
#5(E) BARS @ 6" (MAX.)
#6(E) BARS @ 6" (MAX.) 2’-
0"
LA
P
7"
7"
3"
8"
1’-
0’
LA
P (M
IN.)
4"
4"
MIN.
2" COV.
1’-
0’
LA
P (M
IN.)
OPTIONAL CONSTR. JT.SUPERSTRUCTURE
FASCIA DEPTH ON
DIMENSION TO MATCH
3�" TO 6"
VARIES FROM
3�" TO 6"
VARIES FROM
7"
7"
3"
1’-
0’
LA
P (M
IN.)
1’-
0"
#7(E) BARS (TYP.)
(BARS E & F)
SECTION B-B
3"
7"
7"
8"
8"
6"
6"
4"
10"
(BAR B)
2" COV.
(BAR A)
BAR B
2’-0" L
AP (T
YP.)
FRONT FACE OF BARRIER.
LEG TO BE BENT IN FIELD TO MAINTAIN A 2" MINIMUM COVER AT
DECK CROSS SLOPES OTHER THAN NORMAL CROWN MAY REQUIRE THIS
NOTE "A"
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES
FOR BAR TYPE A MAY BE DIFFERENT AT EACH FASCIA.
DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS
FOR DETAILS OF TYPICAL RAIL TO POST CONNECTION, SEE BD-RCB3E.
FOR CUT DETAIL OF END CONNECTION, SEE BD-RCB2E.
FOR DETAILS OF END CONNECTION FOR BOX BEAM RAIL, SEE BD-RCB2E.
FOR TYPICAL BARRIER SECTION DIMENSIONING, SEE BD-RCB7E.
DESIGNER NOTES:
PRESTRESSED SLAB UNIT STRUCTURES).
(ADJACENT PRESTRESSED BOX BEAM OR ADJACENT
IF THE DECK SLAB THICKNESS EXCEEDS 6"
THIS DIMENSION WILL NEED TO BE MODIFIED
MODIFIED FOR OTHER DECK CROSS SLOPES.
CROWN DECK CROSS SLOPE. THEY WILL NEED TO BE
THESE DIMENSIONS ARE BASED ON A NORMAL *
**
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR
STEEL BEAM SUPERSTRUCTURE SHOWN
SECTION A-A
BAR D
BAR E
BAR F
BAR TYPES
ALL RADII ARE TO OUTSIDE OF BAR.
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
BAR A BAR B BAR C
"4
32’-
9
3’-1"
**
*
*
"2
14’-
6
1’-
6"
2’-
9�
"
TO 2’-
10�
"
VA
RIE
S
FR
OM
3’-
0�
"
TO 3’-
1�
"
VA
RIE
S
FR
OM
0" TO 2�"
VARIES FROM
1’-0" TO 11�"
VARIES FROM
6"
2’-
5"
2’-
8"
6"
"43
8"418
1’-0�"
1’-5"
1’-5"
PRESTRESSED SLAB UNITS SIMILAR
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
SECTION A-A
U-WALL
SECTION A-A
0" TO 7�"
VARIES FROM
0" TO 8"
VARIES FROM
NOT SHOWN
WALL REINFORCEMENT
SEE
FOR SLAB REINFORCEMENT,
SEE
FOR SLAB REINFORCEMENT,0 SEE
FOR SLAB REINFORCEMENT,
BD-RCB5E. BARRIER TRANSITION BAR TYPES SHOWN BELOW.
OR U-WING WALLS REFER TO APPROPRIATE SECTIONS ON
OF BARS ORIGINATING IN ADJACENT BOX BEAMS WITH SLAB
SLAB WITH STEEL GIRDERS SHOWN. FOR SIMILAR SECTIONS
NOTE:
3" RADIUS3" RADIUS
3" RADIUS3" RADIUS
#5(E) BARS @ 8" MAX.
#7(E) BARS (TYP.)
(LAP TO )
#5(E) BARS @ 8"
#6(E) BARS @ 8" MAX.
WHEREVER POSSIBLE
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
2" MIN. COV. (TYP.)
0
COV.v(TYP.)
2"vMIN.
4"
(TWO HAIRPIN BARS)
#5(E) BARS @ 6" MAX.
COV. (TYP.)
2" MIN.
COV. (TYP.)
2" MIN.
OR SHOULDER
TOP OF PAVEMENT
WHEREVER POSSIBLE
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
BD-RCB6E
REINFORCEMENT WHEREVER POSSIBLE.
PRECAST UNIT AND TIED TO THE BEAM
THIS BAR TO BE CAST INTO THE
BD-SS1E OR BD-SS6EBD-PA3E
BD-SS1E OR BD-SS6E
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
REVISED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
B
A B
A
3’-
6"
2’-
10"
6"6" 1’-4"1’-8"1’-0"1’-0"
10’-0"6’-0"
IN THE CONCRETE BARRIER ITEM.
FURNISHING AND PLACING SHALL BE INCLUDED
STEEL PIPE (ASTM A53, NPS 1" DIA.). THE COST OF
1" DIA. P.V.C. PIPE OR 1" DIA. GALVANIZED
"vWASH83
"vWASH83
CONCRETE BARRIER TRANSITION
ELEVATION
PLAN
INDICATE BARS @ 6" INDICATE BARS @ 8"6"
1’-
6"
8"
10"
10’-0"6’-0"
4"
CONCRETE BARRIER
END OF#7 BARS BEND IN FIELD AS REQ’D.
"2
12’-
5 "4
31’-
5
4’-
0"
1’-0"1’-0"1’-8"1’-4" S3 x 5.7 TRANSITION POSTS
3’-0"
1’-0"S3vxv5.7 STANDARD HIGHWAY POSTS
" (BOTTOM RAIL)217
5" 2"
2’-
0"
1’-
3"2’-
3"
A
A
B
B
SHEETS FOR ALTERNATE CURB CONFIGURATIONS.
SEE SHOULDER DRAINAGE AND APPROACH DETAIL
40’-0" PAY LIMIT FOR TRANSITION - CONCRETE BARRIER TO BOX BEAM GUIDE RAIL IN BRIDGE ESTIMATE
6"
6"
(SEE NOTE
"A")
9’-0"
25’-0"
31’-0" TRANSITION TO MOUNTING HEIGHT
S3 x 5.7 TRANSITION POSTS
"4
31’-
8
6"
(BRIDGE ESTIMATE)
PAY LIMIT FOR CONCRETE BARRIER
(HIGHWAY ESTIMATE)
PAY LIMIT FOR BOX BEAM GUIDE RAIL
PARALLEL TO GRADE
BEGIN RUN OF BOX BEAM
TRANSITION
CONCRETE BARRIER
ELEVATION
PLAN
10’-0"
TRANSITION
BARRIER
CONCRETE
10’-0"
3’-
6"
6 SPACES @ 3’-0" = 18’-0"
4 SPACES @ 2’-0" = 8’-0"
3 SPACES @ 2’-0" = 6’-0"
2’-0"
6’-0"
HEAVY POST
" (BOTTOM RAIL)217
HIG
HW
AY
2’-
3"
HEIG
HT
MO
UN
TIN
G
CONCRETE BARRIER TO BOX BEAM GUIDE RAIL TRANSITION
BD-RCB7E
(HWY. EST.).
SHOULDER. PAYMENT WILL BE MADE UNDER SHOULDER MATERIAL ITEM
PAVE THIS AREA WITH THE SAME MATERIAL USED IN THE STABILIZED
NOTE "C":
STANDARD SHEET TITLE "BOX BEAM GUIDE RAIL".
SEE TYPICAL RAIL TO POST CONNECTION DETAIL ON CURRENT HIGHWAY
NOTE "B":
FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE TRANSITION ITEM.
THE COST OF THE POSTS, SPLICE TUBE AND RAIL FOR THE LOWER TUBE
NOTE "A":
NOTES:
CURB LINESEE DESIGNER NOTE
FACE OF BACKWALL FOR FLARED WALLS.
(TYPE A) END OF U-WINGWALL OR REAR
BEGIN PAY LIMIT FOR STONE CURB(SEE NOTE "D")
SELF ANGLE (TYP.)
6" x 6" x �" GALVANIZED BOX BEAM
THE TRANSITION ITEM.
INCLUDED IN THE PRICE BID FOR
THE COST OF THIS POST TO BE
(SEE NOTE "C")
VEGETATION CONTROL STRIP
OPTIONAL (HOT-vMIX ASPHALT) AND THE BLOCKOUTS ON THIS POST ONLY.
NO BOLT IS REQUIRED BETWEEN THE BOX BEAMSPLICE ASSEMBLY
OF EXPANSIONc
FOR BOX BEAMS
END CONNECTIONS
OF EXPANSION SPLICE ASSEMBLYc
MOUNTING HEIGHT
SLOPED TO MEET HWY.
6" x 6" x �" GALVANIZED BOX BEAM
FIXED SPLICE ASSEMBLY (TOP RAIL)c
SEE NOTE "A"
FLARED BACK SECTION OF TUBE.
OF THE GROUND AT THE END OF THE
9" MEASURED FROM THE ELEVATION
OR SHOULDER
TOP OF PAVEMENT
(SEE NOTE "B")
SHELF ANGLE
ANGLE MAY BE DRILLED IN THE FIELD (TYP.)
HOLES IN THE POST FOR THE LOWER SHELF
HEAVY POSTS
POST ONLY.
BOLTS REQUIRED IN BOX BEAM AT THIS
MAY BE FIELD DRILLED. NO �" DIA.
THE �" DIA. HOLE DRILLED IN THE POST
"2
12’-
8
FOR SPECIAL POST ELEVATION, BASE PLATE AND ANCHORAGE DETAILS, SEE BD-RCB4E.
FOR END CONNECTIONS FOR BOX BEAM DETAILS, SEE BD-RCB2E.
FOR CURB AND SHOULDER TREATMENT DETAILS, SEE CURRENT BD-AD SERIES SHEETS.
FOR TRANSITION POST AND HEAVY POST DETAILS, SEE BD-RCB4E.
FOR TURN BACK SPLICE DETAILS, SEE BD-RCB4E.
FOR SPLICE ASSEMBLY DETAILS, SEE BD-RS8E.
FIRST HEAVY POST. THIS POST MAY REQUIRE THE SPECIAL POST DETAIL, SEE BD-RCB4E.
THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE SUBSTRUCTURE TO THE
DESIGNER/DETAILER:
CONCRETE SINGLE SLOPE BARRIER
TRANSITION TO
BOX BEAM GUIDE RAIL
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
8"
3’-
6"
8" 10"
1"1"
1"
1"
1’-6"
1"
1"
3"
1"
2"
1"
SECTION A-A
" WASH83
OR SHOULDER
PAVEMENT
TOP OF
8"
2’-
8�
"
1"1"
1"
1"
1’-6"
1"
1"
1"
2"
1"
SECTION B-B
" WASH83
10"
6"
3’-
6"
2’-
10"
1’-
8�
"
IN THE TRANSITION ITEM (TYP).
AND FLAT WASHERS SHALL BE INCLUDED
AND PLACING BOLTS WITH HEX NUTS
GALVANIZED. COST OF FURNISHING
BARRIER). ALL COMPONENTS TO BE
AND 1 SET ON OUTSIDE FACE OF
FLAT WASHERS (1 SET ON INSIDE
(ASTM A449) WITH HEX NUTS AND
�" DIA. GALVANIZED ANCHOR STUDS
SLOPE BARRIER ITEM. (TYP.)
IN THE CONCRETE SINGLE
PLACING SHALL BE INCLUDED
THE COST OF FURNISHING AND
PIPE (ASTM A53 NPS 1" DIA.).
1" DIA. GALVANIZED STEEL
1" DIA. P.V.C. PIPE OR
OR SHOULDER
PAVEMENT
TOP OF
*
*
*
*
1’-
9�
"
1’-
7�
"
2’-7"
1’-1�" 1’-0"
2’-6�"
3" RADIUS
1’-
6�
"
1’-
8�
"
3" RADIUS
1’-0�" 1’-0"
BAR B
10"
MIN. (TYP.)
2"vCOV.
8"
2’-
5"
8�"
1’-
6"
1’-
0�
"
BAR C
1’-2"
3" RADIUS
3" RADIUS
2’-
6"
2’-
7"
3"
1’-
0�
"
4�" RADIUS
1�"
1’-
0"
5"
10"
BD-SS1E OR BD-SS6E.
MAX.
#6(E) BARS @ 8" CTRS.
PRESTRESSED CONCRETE I-BEAM OR BULB -TEE SIMILAR
STEEL BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
4"
10"
MIN. (TYP.)
2"vCOV.
5"
10"
MAX.
#6(E) BARS @ 8" CTRS.
4"
4"
4"
BD-PA3E.
(BAR B)
PRESTRESSED SLAB UNITS SIMILAR
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
OR SHOULDER
TOP OF PAVEMENT, APPROACH SLAB
NOT SHOWN
WALL REINFORCEMENTCONSTRUCTION JOINT
OPTIONAL
SUPERSTRUCTURE
FASCIA DEPTH ON
DIMENSION TO MATCH
1’-
6"
2" COV. MIN.
4"
MIN. (TYP.)
2"vCOV.
5"
4"
MAX.
#6(E) BARS @ 8" CTRS.
(BAR C)
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTES:
BAR TYPES
U-WALL
REINFORCEMENT SECTION
(BAR A)
(BARS D & E)
SEE
FOR SLAB REINFORCEMENT,
MIN.
2"vCOV.
#7(E) BARS (TYP.)
(BARS D & E)
MIN.
2"vCOV.
#7(E) BARS (TYP.)
MAX.
2-#5(E) BARS @ 8" CTRS.
2%
4"
4"
SEE
FOR SLAB REINFORCEMENT,
(BARS D & E)
#7(E) BARS (TYP.)
WHEREVER POSSIBLE.
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
MIN.
2" COV.
THESE DIMENSIONS WILL NEED TO BE ADJUSTED.
IF THE DECK SLAB THICKNESS EXCEEDS 6",*ALL RADII ARE TO OUTSIDE OF BAR.
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
10"
10"
1’-
0"
LA
P
1’-
0"
LA
P
1’-
0"
LA
P
EACH BAR.
REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP
BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE
THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL
CHAMFERS AT THE SURFACE.nDEPTH 45
�") CONSTANTu CUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"
ANGLE WITH THE SURFACE.nFORMED GROOVES SHALL MAKE A 60
THE DEPTH OF THE GROOVES SHALL BE 1�"(-0+�").
COMBINATION OF THESE METHODS MAY BE EMPLOYED.
3. CUTTING THE PLASTIC CONCRETE.
CAST-IN-PLACE SLIP FORMED.
2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
CONSTRUCTION GROOVES SHALL BE MADE BY:
NOTE "A":
BD-RCB8E
3’-
6"
1’-7�" 1’-7�"
3’-
6"
1’-7�"
3’-
6"
REINFORCEMENT WHEREVER POSSIBLE.
PRECAST UNIT AND TIED TO THE BEAM
THIS BAR IS TO BE CAST INTO THE
MAX.
2-#5(E) BARS @ 8" CTRS.MAX.
2-#5(E) BARS @ 8" CTRS.
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES
LAP LENGTH FOR BARRIER LONGITUDINAL BARS IS 3’-10".
AND N13 FOR BAR TYPES C & E.
DETAILS N14 FOR BAR TYPES A & B, N16 FOR BAR TYPE D,
FOR BARLIST PROGRAM DIMENSION INPUTS, USE BAR BENDING
FOR SLAB REINFORCEMENT SEE BD-SS1E OR BD-SS6E.
FOR TYPICAL BARRIER SECTION DIMENSIONING, SEE BD-RCB10E.
SELECTION CRITERIA.
REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING
DESIGNER NOTES:
BAR A
BAR D BAR E
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
REVISED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
F-SHAPE SECTIONS
CONCRETE BRIDGE BARRIER
1�"(-0+�")
SEE NOTE "A"
CONSTRUCTION GROOVE
CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES
BRIDGE JOINTc
(TYPICAL), SEE NOTE "A"
CONSTRUCTION GROOVES
5’-0"
BRIDGE JOINTc
**
BD SHEET
SEE CURRENT JOINT
ELEVATION
CONCRETE BARRIER GROOVE SPACING
SECTION A-A
**A
A
BD SHEET
SEE CURRENT JOINT
STRUCTURE AND WALLS.
UNIFORM ACROSS THE
SPACING SHALL BE
BAR C
2’-
9"
"21
11
1’-5"
1’-5"
"43
8"418
BAR A
6"
BAR B
2’-
3"
6"
5"
(BAR A)
WHEREVER POSSIBLE.
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
10"
10"
4"
8"
4"
(BARS B & C)
SEE NOTE "A"
#7(E) BARS (TYP.)
MIN.
1’-
0"vL
AP
2%
4"
4"
SEE
FOR SLAB REINFORCEMENT,
5"
MIN. (TYP.)
2"vCOV.
4"
(BARS B & C)
#7(E) BARS (TYP.)
MAX.
#6(E) BARS @ 6" CTRS.
10"
10"
4"
5"
MAX.
2-#5(E) BARS @ 6" CTRS.
MIN.
1’-
0"
LA
P
SEE NOTE "A"
6" MIN.
(BAR A)
NOT SHOWN
WALL REINFORCEMENT
CONSTRUCTION JOINT
OPTIONAL
SUPERSTRUCTURE
FASCIA DEPTH ON
DIMENSION TO MATCH
8"
4"
10"
1’-
0"
LA
P
5"
10"
4"
MAX.
2-#5(E) BARS @ 6" CTRS.
SECTION A-A
2"vCOV. MIN. (TYP.) 2"vCOV. MIN. (TYP.)
5"
MAX.
#6(E) BARS @ 6" CTRS.
(BAR A)
WHEREVER POSSIBLE.
BOTTOM TRANSVERSE BAR
THIS BAR TO BE TIED TO THE
SEE
FOR SLAB REINFORCEMENT,
MAX.
2-#5(E) BARS @ 6" CTRS.
8"
8"
4"
8"
4"
(BARS B & C)
SEE NOTE "A"
#7(E) BARS (TYP.)
2’-
10"
02’-
0"
LA
P
2’-
0"
LA
P 0
BOX BEAM SHOWN
2" COV. MIN. (TYP)
0
#7(E) BARS (TYP.)
(BARS B & C)
OR SHOULDER
APPROACH SLAB
TOP OF PAVEMENT,
FRONT FACE OF BARRIER.
LEG TO BE BENT IN FIELD TO MAINTAIN A 2" MINIMUM COVER AT
DECK CROSS SLOPES OTHER THAN NORMAL CROWN MAY REQUIRE THIS
NOTE "A"
2’-
0"
LA
P
MIN.
1’-
0"vL
AP
MIN.
2" COV.
(TYP.)
2"vCOV. MIN.
3�" COV.
SECTION B-B
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
APPROPRIATE SECTION A-A.)
IN ADJACENT BOX BEAMS WITH SLAB OR U-WING WALLS REFER TO
(SLAB WITH STEEL GIRDERS SHOWN. FOR REINFORCEMENT ORIGINATING
BAR TYPES
U-WALL
REINFORCEMENT SECTION
REINFORCEMENT WHENEVER POSSIBLE.
PRECAST UNIT AND TIED TO THE BEAM
THIS BAR IS TO BE CAST INTO THE
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR
STEEL BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
SECTION A-A
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
BD-RCB9E
BD-PA3E.
BD-SS1E OR BD-SS6E
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES
FOR DETAILS OF TYPICAL RAIL TO POST CONNECTION, SEE BD-RCB3E.
FOR CUT DETAIL OF END CONNECTION, SEE BD-RCB2E.
FOR DETAILS OF END CONNECTION FOR BOX BEAM RAIL, SEE BD-RCB2E.
FOR TYPICAL BARRIER SECTION DIMENSIONING, SEE BD-RCB10E.
DESIGNER NOTES:
MAX.
2-#5(E) BARS @ 6" CTRS.
MAX.
#6(E) BARS @ 6" CTRS.
BD-SS1E OR BD-SS6ESEE
FOR SLAB REINFORCEMENT,
PRESTRESSED SLAB UNITS SIMILAR
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
SECTION A-A
TO BOX BEAM GUIDE RAIL
F-SHAPED SECTIONS AND TRANSITION
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
REVISED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
6"
"4
31’-
5
2’-
10"
"2
12’-
5
1’-4"1’-8"1’-0"1’-0"
6’-0"
#5(E) BARS @ 8"12-#5(E) BARS @ 6"
"2
11’-
7
6" 6"
"4
311
WA
SH
"8
3
PLAN
ELEVATION
4"
CONCRETE BARRIER
END SECTION OF
THE CONCRETE BARRIER ITEM.
FURNISHING AND PLACING SHALL BE INCLUDED IN
STEEL PIPE (ASTM A53, NPS 1" DIA.). THE COST OF
1" DIA. P.V.C. PIPE OR 1" DIA. GALVANIZED
CONCRETE BARRIER TRANSITION
GRADE OF ROADWAY)
BARRIER (FOLLOWS
TOP OF CONCRETE
"8
311
"4
13"
87
4
5’-0"
3�" COV.
2" COV.
A
A
B
B
SHOULDER ITEM.
IN THE STABILIZED SHOULDER. PAYMENT WILL BE MADE UNDER STABILIZED
PAVE THE OPTIONAL ASPHALT MOWING STRIP WITH THE SAME MATERIAL AS
NOTE "C":
STANDARD SHEET TITLE "BOX BEAM GUIDE RAIL".
SEE TYPICAL RAIL TO POST CONNECTION DETAIL ON CURRENT HIGHWAY
NOTE "B":
FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE TRANSITION ITEM.
THE COST OF THE POSTS, SPLICE TUBE AND RAIL FOR THE LOWER TUBE
NOTE "A":
NOTES:
4’-
0"
1’-0"1’-0"1’-8"1’-4" S3 x 5.7 TRANSITION POSTS
3’-0"
1’-0"S3vxv5.7 STANDARD HIGHWAY POSTS
" (BOTTOM RAIL)217
RAIL IN HIGHWAY ESTIMATE
PAY LIMIT FOR BOX BEAM GUIDE
2’-
0"
5"
CONCRETE BARRIER
1’-
3"2’-
3"
MOUNTING HEIGHT2’-3" HIGHWAY
FLARED BACK SECTION OF TUBE.
OF THE GROUND AT THE END OF THE
9" MEASURED FROM THE ELEVATIONA
AB
B
CONCRETE BARRIER
SHEETS FOR ALTERNATE CURB CONFIGURATIONS.
SEE SHOULDER DRAINAGE AND APPROACH DETAIL
6" x 6" x �" GALVANIZED BOX BEAM
40’-0" PAY LIMIT FOR TRANSITION - CONCRETE BARRIER TO BOX BEAM GUIDE RAIL IN BRIDGE ESTIMATE
6" 6"
6" x 6" x �" GALVANIZED BOX BEAM
25’-0"
PARALLEL TO GRADE
BEGIN RUN OF BOX BEAM23’-0" TRANSITION TO MOUNTING HEIGHT
S3 x 5.7 TRANSITION POSTS
6"
PLAN
ELEVATION
SEE DESIGNER NOTE(SEE NOTE "D")
SHELF ANGLE (TYP.)
BOX BEAM (SEE NOTE "B")
END CONNECTION FOR
FACE OF BACKWALL FOR FLARED WALLS.
(TYPE A) END OF U-WINGWALL OR REAR
BEGIN PAY LIMIT FOR STONE CURB
CURB LINE
SEE NOTE "A"
(SEE NOTE "B")
SHELF ANGLE
OR SHOULDER
TOP OF PAVEMENT
ANGLE MAY BE DRILLED IN THE FIELD (TYP.)
HOLES IN THE POST FOR THE LOWER SHELF
HEAVY POSTS
FOR BOX BEAMS
END CONNECTIONS
EXPANSION SPLICE ASSEMBLYc
THE TRANSITION ITEM.
INCLUDED IN THE PRICE BID FOR
THE COST OF THIS POST TO BE
FIXED SPLICE ASSEMBLY (TOP RAIL)c
5’-0"
"2
12’-
8
"4
31’-
8
(SEE NOTE
"A")
9’-0"
BARRIER END SECTION
ISOMETRIC OF CONCRETE F-SHAPE
FOR END CONNECTIONS FOR BOX BEAM DETAILS, SEE BD-RCB2E.
FOR CURB AND SHOULDER TREATMENT DETAILS, SEE CURRENT BD-AD SERIES SHEETS.
FOR TYPICAL RAIL TO POST CONNECTION, SEE BD-RCB3E.
FOR TRANSITION POST AND HEAVY POST DETAILS, SEE BD-RCB4E.
FOR TURN BACK SPLICE DETAILS, SEE BD-RCB4E.
FOR SPLICE ASSEMBLY DETAILS, SEE BD-RS8E.
FIRST HEAVY POST. THIS POST MAY REQUIRE THE SPECIAL POST DETAIL, SEE BD-RCB4E.
THE DESIGNER SHALL CHECK THE CLEARANCE FROM SUBSTRUCTURE TO THE
DESIGN/DETAILER:
CONCRETE F-SHAPE BARRIER
TRANSITION TO
BOX BEAM GUIDE RAIL
(IN BRIDGE ESTIMATE)
PAY LIMIT FOR CONCRETE BARRIER
THIS POST ONLY.
AND THE BLOCKOUTS ON
BETWEEN THE BOX BEAM
NO BOLT IS REQUIRED
ASSEMBLY (BOTTOM RAIL)
OF TURN BACK SPLICEc
" (BOTTOM RAIL)217HWY. MOUNTING HEIGHT
TO SPLICE TO MEET
SLOPED FROM SPLICE
6 SPACES @ 3’-0" = 18’-0"
4 SPACES @ 2’-0" = 8’-0"
(HEAVY POSTS)
3 SPACES @ 2’-0" = 6’-0"
2’-0"
6’-0"
BD-RCB10E
(SEE NOTE "C")
VEGETATION CONTROL STRIP
OPTIONAL (HOT-MIX ASPHALT)
2’-
0"
THE BOX BEAM AT THIS POST ONLY.
FIELD DRILLED. NO �" DIA. BOLTS REQUIRED IN
THE �" DIA. HOLE DRILLED IN THE POST MAY BE
"4
12
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
REVISED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
"211’-7
3’-
6"
2’-
8"
7"
1’-
0"
"211
2"3"
1"
1"1"
1"
�"
WA
SH
"2
11
"2
11
SHOWN FOR CLARITY.
REINFORCEMENT NOT
NOTE:SECTION A-A
"874
OR SHOULDER
TOP OF PAVEMENT
3�"
11�"
SECTION B-B
"211’-7
�"
WA
SH
"874
1" 1"
3’-
6"
1"
1"
"2
12’-
8
3"
6"
"4
31’-
8
10"
�"
WA
SH
2’-
10"
"211
SHOWN FOR CLARITY.
CHAMFERS AT END OF BARRIER, NOT
NOTE:
OR SHOULDER
TOP OF PAVEMENT
BOX BEAM
6"xv6"xv�"
THE TRANSITION ITEM (TYP.)
WASHERS SHALL BE INCLUDED IN
BOLTS WITH HEX NUTS AND FLAT
COST OF FURNISHING AND PLACING
ALL COMPONENTS TO BE GALVANIZED.
1 ON OUTSIDE FACE OF BARRIER).
FLAT WASHERS (1 ON INSIDE &
(ASTM A449) WITH HEX NUTS AND
�" DIA. GALV. ANCHOR STUDS
BARRIER ITEM.
BE INCLUDED IN THE CONCRETE
FURNISHING AND PLACING SHALL
A53 NPS 1" DIA.) THE COST OF
DIA. GALVANIZED STEEL PIPE (ASTM
1" DIA. P.V.C. PIPE OR 1"
3�"
11�"
10"
3’-
4"
10"
"B" DETAILv"B"
6"
"E"
2" 1’-0" 6"
2"
2’-
9"
2’-
3"
1’-0"
6"
BAR B
BAR E
5"NOMINAL WIDTH OF SIDEWALK
6"
"E"
2" 1’-0"
6"
2"
3’-
9"
BAR CBAR A
8�"
8�"
1’-5"
1’-5"
(BARS B & D)
LEVEL
11"
3
SP
AC
ES
@ 9"
10"
LEVEL
3’-
5�
"
WA
SH
�"
"D"
"D"
(TYP.)
2" COV.
CO
V.
MIN.
1�
"
0
MAX.
#5(E) BARS @ 12" CTRS.
SEE
FOR SIDEWALK REINFORCEMENT
#6(E) BARS @ 8" CTRS. MAX.
(BAR A)
BAR D
DETAILv"A"
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR
STEEL BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
TRANSVERSE BAR WHEREVER POSSIBLE
THIS BAR TO BE TIED TO THE BOTTOM SEE
FOR SLAB REINFORCEMENT,
#6(E) BARS @ 8" CTRS. MAX. (BAR A)
I-BEAM OR BULB-TEE SIMILAR
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
2" COV.
MIN.
2" COV.
SEE
FOR SLAB REINFORCEMENT,
OVERHANG
DIMENSION BASED ON
DESIGNER TO PROVIDE
3
SP
AC
ES
@ 9"
11"
(TYP.)
2" COV.
6"
9"
CURB ITEM.
TO BE INCLUDED IN
CONCRETE BACKING
3"
SHOULDER
PVMT. OR
TOP OF
1"
vu1’-
4"
WALL
REINFORCEMENT SECTION
3"
1’-6"
"A"
4’-
2"
EM
BE
DM
EN
T
1’-
0"
3’-
5�
"
WA
SH
�"10"
DETAIL "A"
DETAILv"B"
NOT SHOWN.
WALL REINFORCEMENT
NOTE:
(BARS B & D) (BARS C & D)
5"NOMINAL WIDTH OF SIDEWALK
SLOPE 2% SLOPE 2%
CO
V.
MIN.
1�
"
0
GRANITE CURB
STONE CURB (TYPE F1)GRANITE CURB
STONE CURB (TYPE F1)
GRANITE CURB
STONE CURB (TYPE F1)
REINFORCEMENT WHEREVER POSSIBLE
PRESTRESSED UNIT AND TIED TO BEAM
THIS BAR TO BE CAST INTO THE
CO
V.
MIN.
1�
"
*
TYP.
2"#5(E) BARS @ 12" (MAX.)
*
6"
1’-
0"
LA
P
5"
DETAILv"B"
SLOPE 2%
11"
(TYP.)
2" COV.
6"
2" 2’-
0"
LA
P
MIN.
DETAILv"A"
3’-
5�
"
WA
SH
�"
2’-
0"
LA
P
MIN.
2"
3’-
4"
10"
"B"
11"
3
SP
AC
ES
@ 9"
MIN.
1’-
0"
LA
P
MIN.
1’-
0"
LA
P
2"
3�" vMIN.
2"
BAR TYPES
0"
0"
MIN.
4"
9"
(BAR E)
(BD-SS1E)
1’-9�"
**
ALL RADII ARE TO OUTSIDE OF BAR.
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
5"
5"
MAX. (LAPPED)
2-#5(E) BARS @ 8" CTRS.
MAX. (LAPPED)
2-#5(E) BARS @ 8" CTRS.
MAX. (LAPPED)
2-#5(E) BARS @ 8" CTRS.
5"NOMINAL WIDTH OF SIDEWALK
EACH BAR.
REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP
BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE
THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL
CHAMFERS AT THE SURFACE.nDEPTH 45
�") CONSTANTu CUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"
ANGLE WITH THE SURFACE.nFORMED GROOVES SHALL MAKE A 60
THE DEPTH OF THE GROOVES SHALL BE 1�"(-0+�").
COMBINATION OF THESE METHODS MAY BE EMPLOYED.
3. CUTTING THE PLASTIC CONCRETE.
CAST-IN-PLACE SLIP FORMED.
2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
CONSTRUCTION GROOVES SHALL BE MADE BY:
NOTE "A":
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
(BD-SS1E OR BD-SS6E)
(BD-PA3E)
BD-RCB11E
SEE
FOR SIDEWALK REINFORCEMENT
(BD-SS1E)
FOR DECKS WITH CROSS SLOPES OTHER THAN 2%.
SLOPE OF THE DECK. THEY MUST BE RECALCULATED
THESE DIMENSIONS ARE BASED ON A 2% CROSS
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES
LAP LENGTH FOR BARRIER LONGITUDINAL BARS IS 2’-2".
FOR BAR TYPE A MAY BE DIFFERENT AT EACH FASCIA.
DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS
APPROXIMATELY ONE THIRD OF THE SIDEWALK WIDTH.
EACH BRIDGE AT EACH INDIVIDUAL FASCIA. "E" IS TO BE
"B" AND "D" DIMENSIONS MUST BE CALCULATED FOR
SLAB.
CHAMFER SHALL MATCH THE BOTTOM OF THE SUPERSTRUCTURE
"A" DIMENSION MUST BE CALCULATED FOR INDIVIDUAL BRIDGE,
SEE BD-MS4E.
FOR DETAIL OF ANCHOR BAR AND STONE CURB TYPES A AND F1,
FOR SLAB REINFORCEMENT SEE BD-SS1E OR BD-SS6E.
SELECTION CRITERIA.
REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING
DESIGNER NOTES:
(TYPICAL)
5(E) BARS
(TYPICAL)
5(E) BARS
(TYPICAL)
5(E) BARS
VERTICAL FACED PARAPET SECTIONS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
1"
1"
1"
DETAIL "B"DETAIL "A"
1"
1" 1"
1" W
AS
H
�"
1�"(-0+�")
STRUCTURE AND WALLS.
UNIFORM ACROSS THE
SPACING SHALL BE
CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES
BRIDGE JOINTc
(TYPICAL), SEE NOTE "A"
CONSTRUCTION GROOVES
5’-0"
BRIDGE JOINTc
**
BD SHEET
SEE CURRENT JOINT
ELEVATION
CONCRETE BARRIER GROOVE SPACING
SECTION A-A
**A
A
NOTE "A"
GROOVE, SEE
CONSTRUCTION
BD SHEET
SEE CURRENT JOINT
4’-
0"
S3 x 5.7 TRANSITION POSTS
3’-0"
1’-0"S3vxv5.7 STANDARD HIGHWAY POSTS
" (BOTTOM RAIL)217
RAIL IN HIGHWAY ESTIMATE
PAY LIMIT FOR BOX BEAM GUIDE
2’-
0"
CURB LINE
1’-
3"
2’-
3"
MOUNTING HEIGHT2’-3" HIGHWAY
A
ASEE NOTE "A"
(SEE NOTE "B")
SHELF ANGLE
ANGLE MAY BE DRILLED IN THE FIELD (TYP.)
HOLES IN THE POST FOR THE LOWER SHELF
MOUNTING HEIGHT
SLOPED TO MEET HWY.
HEAVY POSTS
34’-0" PAY LIMIT FOR TRANSITION - CONCRETE BARRIER TO BOX BEAM GUIDE RAIL IN BRIDGE ESTIMATE
6" x 6" x �" GALVANIZED BOX BEAM
(SEE NOTE
"A")
9’-0"
PARALLEL TO GRADE
BEGIN RUN OF BOX BEAM
25’-0" TRANSITION TO MOUNTING HEIGHT
S3 x 5.7 TRANSITION POSTS
FLARED BACK SECTION OF TUBE.
OF THE GROUND AT THE END OF THE
9" MEASURED FROM THE ELEVATION
SHELF ANGLE (TYP.)
HEAVY POST
6 SPACES @ 3’-0" = 18’-0"
4 SPACES @ 2’-0" = 8’-0"
3 SPACES @ 2’-0" = 6’-0"
2’-0"
PARAPET
JOINT, AS REQUIRED
3’-
6"
6"
10"
1’-
0"
ELEVATION
PLAN
BOX BEAM TRANSITION TO CONCRETE PARAPET
STONE CURB
PARAPET
SIDEWALK
SIDEWALK
** **
(BOTTOM RAIL)
7�"
FIXED SPLICE ASSEMBLY (TOP RAIL)c
ASSEMBLY (BOTTOM RAIL)
TURN BACK SPLICEc
FIXED SPLICE TUBE
THE TRANSITION ITEM.
INCLUDED IN THE PRICE BID FOR
THE COST OF THIS POST TO BE
WASH AT TOP OF PARAPET
WARP SLOPE TO MATCH
STONE CURB
1vONv12
SHOULDER OR SIDEWALK
TOP OF PAVEMENT,
6" x 6" x �" GALVANIZED BOX BEAM
ANCHORAGE DETAILS, SEE BD-RCB4E.
FOR SPECIAL POST ELEVATION, BASE PLATE AND
FOR END CONNECTIONS FOR BOX BEAM DETAILS, SEE BD-RCB2E.
SEE CURRENT BD-AD SERIES SHEETS.
FOR CURB AND SHOULDER TREATMENT DETAILS,
FOR TRANSITION POST AND HEAVY POST DETAILS, SEE BD-RCB4E.
FOR TURN BACK SPLICE DETAILS, SEE BD-RCB4E.
FOR SPLICE ASSEMBLY DETAILS, SEE BD-RS8E.
REQUIRE THE SPECIAL POST DETAIL, SEE BD-RCB4E
SUBSTRUCTURE TO THE FIRST HEAVY POST. THIS POST MAY
THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE
DESIGNER/DETAILER:
BD-RCB12E
(SEE NOTE "C")
VEGETATION CONTROL STRIP
OPTIONAL (HOT-vMIX ASPHALT)
PAYMENT WILL BE MADE UNDER STABILIZED SHOULDER ITEM.
STRIP WITH THE SAME MATERIAL AS IN THE STABILIZED SHOULDER.
PAVE THE OPTIONAL (HOT-vMIX ASPHALT) VEGETATION CONTROL
NOTE "C":
HIGHWAY STANDARD SHEET TITLED "BOX BEAM GUIDE RAIL".
SEE TYPICAL RAIL TO POST CONNECTION DETAIL ON CURRENT
NOTE "B":
TRANSITION ITEM.
TUBE FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE
THE COST OF THE POSTS, SPLICE TUBE AND RAIL FOR THE LOWER
NOTE "A":
NOTES:
BOX BEAM AT THIS POST ONLY.
FIELD DRILLED. NO �" DIA. BOLTS REQUIRED IN
THE �" DIA. HOLE DRILLED IN THE POST MAY BE
FACED CONCRETE PARAPET
PAY LIMIT FOR VERTICAL
ROADWAYS WITH DESIGN SPEEDS OVER 50 MPH.
THIS TRANSITION SHOULD NOT BE USED FOR
NOTE:
TO VERTICAL FACED CONCRETE PARAPET
BOX BEAM GUIDE RAIL TRANSITION
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
8"
A
A
�
4�"
6"2’-0"
ELEVATION OF END CONNECTION
*
*
1�"
Q TYP.
#5 BARS 2’-0" LONG
HEAVY POST
TOP OF SIDEWALKIS ANTICIPATED).
MORE THAN 1�" OF EXPANSION
AT 68°F (INCREASE DIMENSIONS IF
6"vxv6"vxv�" TUBE
ANCHOR PLATE
10"xv1"xv2’-1" LONG
BELOW THE NUT TO BE DAMAGED A.O.B.E. (TYP.)
NUT T0 BE FINGER TIGHT AND THE FIRST THREAD
STANDARD WASHERS & SPRING LOCK WASHERS.
�" DIA. BOLTS, 7�" (A325, TYPE 1) WITH
*
SECTION A-A
10"
2’-
10" 2’-
1"
�"
5"
5"
5"
5"
"2
12
"2
12
2’-
9"
3"
4"
3"
WA
SH
"2
1
5"
1’-
1"
5"
"4
11
PLATE (TYP.)
ON PARAPET SIDE OF
#5 BARS 2’-0" LONG
SIDEWALK
TOP OF
ANCHOR PLATE
10"xv1"xv2’-1" LONG
SEE DETAIL "A"
TYP.�
10"
�"
DETAIL "A"
�"
(TYP.)
1"
(TY
P.)
1"
3"
�
QTYP.
AND EDGE OF PLATE
FACE OF PARAPET
ANCHOR PLATE
10"xv1"xv2’-1" LONGCONNECTION TUBE DETAIL
TUBE 1’-6" LONG, SEE
5"xv5"xv�" CONNECTION
OF SLOTTED HOLEc
FILL PLATE
4"x1/2"x1’-5" LONG
1’-6"
2�
"
CONNECTION TUBE DETAIL
PLAN
TYP.
�"�"
**
**
MORE THAN 3".
IF TOTAL MOVEMENT IS
INCREASE THIS DIMENSION
5"xv5"xv�" TUBEDETAIL "A"
SECTION A-A AND
ANCHOR PLATE, SEE
WELD THIS END TO
FILL PLATE (TYP.)
4"xv�"xv1’-5" LONG
4" 4"
2"
5"xv5"xv�" TUBE111
IN TOP AND BOTTOM OF111
1"xv4" HORIZONTAL SLOT111 v2-8�
2�" 5�"
HEAVY POST
4’-
0"
3’-0"
1’-0"
" (BOTTOM RAIL)217
(SEE NOTE
"A")
9’-0"
FACE OF CURB
SID
EW
AL
K
10’-
0"
10"
1’-
0"
2’-3"
(HIGHWAY ESTIMATE)
PAY LIMIT FOR BOX BEAM GUIDE RAIL
2’-0"
3’-
6"
6"
2’-0"
1’-
4"
2’-
8"
15’-0"
"217
HIGHWAY POST SPACING
PARAPET
SEE DESIGNER NOTE
BEAM AND THE BLOCKOUTS ON THIS POST ONLY.
NO BOLT IS REQUIRED BETWEEN THE BOX
FOR ANGLE, SEE TABLE "A"
THE TRANSITION ITEM.
IN THE PRICE BID FOR
POST TO BE INCLUDED
THE COST OF THIS
OF FLARE SPLICE ASSEMBLYc
OF FLARE SPLICE ASSEMBLYc
S3 x 5.7 STANDARD HIGHWAY POSTS
STONE CURB
SIDEWALK
ANGLE MAY BE DRILLED IN THE FIELD (TYP.)
HOLES IN THE POST FOR THE LOWER SHELF
ASSEMBLY (BOTTOM RAIL)
TURN BACK SPLICEc
PLAN
(TOP RAIL)
FIXED SPLICE ASSEMBLYc
SPLICE ASSEMBLY
SEE FLARE
(SEE NOTE "B")
SHELF ANGLE
3 SPACES @ 2’-0"v=v6’-0"
4 SPACES @ 2’-0"v=v8’-0"
GALVANIZED BOX BEAM
6" x 6" x �"
SPLICE ASSEMBLY
SEE FLARE
SIDEWALK
TOP OF
HEAVY POST
ELEVATION
S3vxv5.7 TRANSITION POSTS
S3vxv5.7 STANDARD HIGHWAY POSTS AND VALUES FROM TABLE "A".
DEPENDS ON DESIGN SPEED, SIDEWALK WIDTH
NOTE "X":
M.P.H. ANGLE
60
50
UNDER
40 AND
3.4°
4.0°
5.2°
TABLE A
FLARED BACK SECTION OF TUBE.
OF THE GROUND AT THE END OF THE
9" MEASURED FROM THE ELEVATION
SEE NOTE "X"
"X" SPACES @ 3’-0"
S3 x 5.7 TRANSITION POSTS
8 SPACES @ 3’-0" = 24’-0"
(BRIDGE ESTIMATE)
PAY LIMIT FOR CONCRETE BARRIER TO HIGHWAY BOX BEAM TRANSITION
2’-
3"
1’-
3"
BD-RCB13E
SEE BD-RCB4E.
FOR SPECIAL POST ELEVATION, BASE PLATE AND ANCHORAGE DETAILS,
FOR END CONNECTIONS FOR BOX BEAM DETAILS, SEE BD-RCB12E.
SERIES SHEETS.
FOR CURB AND SHOULDER TREATMENT DETAILS, SEE CURRENT BD-AD
FOR TRANSITION POST AND HEAVY POST DETAILS, SEE BD-RCB4E.
FOR TURN BACK SPLICE DETAILS, SEE BD-RCB4E.
FOR SPLICE ASSEMBLY DETAILS, SEE BD-RS8E.
POST DETAIL, SEE BD-RCB4E.
TO THE FIRST HEAVY POST. THIS POST MAY REQUIRE THE SPECIAL
THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE SUBSTRUCTURE
DESIGNER/DETAILER:
CONTROL STRIP (SEE NOTE "C")
OPTIONAL (HOT-vMIX ASPHALT) VEGETATION
AND FILL PLATES.
ON THE ADJOINING SURFACES OF THE BOX BEAM RAILS, SPLICE TUBES
PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT PERMITTED
NOTE "D"
MADE UNDER STABILIZED SHOULDER ITEM.
THE SAME MATERIAL AS IN THE STABILIZED SHOULDER. PAYMENT WILL BE
PAVE THE OPTIONAL (HOT-vMIX ASPHALT) VEGETATION CONTROL STRIP WITH
NOTE "C":
STANDARD SHEET TITLED "BOX BEAM GUIDE RAIL".
SEE TYPICAL RAIL TO POST CONNECTION DETAIL ON CURRENT HIGHWAY
NOTE "B":
ITEM.
FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE TRANSITION
THE COST OF THE POSTS, SPLICE TUBE AND RAIL FOR THE LOWER TUBE
NOTE "A":
NOTES:
(SIDEWALK CONTINUES ON APPROACHES)
BOX BEAM FLARED TRANSITION TO CONCRETE PARAPET
2’-
0"
BEAM AT THIS POST ONLY.
FIELD DRILLED. NO �" BOLTS REQUIRED IN BOX
THE �" DIA. HOLE DRILLED IN THE POST MAY BE
PAY LIMIT FOR
CONCRETE PARAPET
VERTICAL FACED
IS ADDED AT THE CURB.
DESIGN SPEEDS OVER 50 MPH UNLESS A STEEL BRIDGE RAILING
THIS TRANSITION SHOULD NOT BE USED FOR ROADWAYS WITH
NOTE:
VERTICAL FACED CONCRETE PARAPET
FLARED TRANSITION TO
BOX BEAM GUIDE RAIL
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
6"xv6"xv�" TUBE
SEE NOTE "D"
SEE TABLE Av
(TYP.)
6"
(TYP.)
5"
TUBE DETAIL
SEE FLARE SPLICE
FLARE SPLICE ASSEMBLY
3"
(TYP.)
�"
BELOW THE NUT TO BE DAMAGED A.O.B.E. (TYP.)
THEN NUT TO BE TIGHT AND THE FIRST THREAD
AND HEAVY HEX NUT. BOLT TO BE TIGHT,
(ASTM A325, TYPE 1), TWO FLAT WASHERS
�" DIA. BOLT 7�" LONG,
FLARE SPLICE TUBE DETAIL
M
n45
SEE TABLE Av
5"
6" 5"
PLAN
ELEVATION
� 2
SEE NOTE "D"
� 2-9
v
(TYP.)
HOLE IN TOP OF TUBE
OF 1�" DIA.c
FILL PLATES (TYP.)
4"vxv�"vxv9�"
TUBE x 2’-3" LONG
5"vxvv5"vxvv�" GALVANIZED
FILL PLATE
4"vxvv�"vxvv9�"
NOTE "D"
SEE
(TYP.)
1’-1�"
v
2�"� 2
B-U2a-GF
FOR �" DIA. BOLT.
OF TUBE AND FILL PLATE
DIA. HOLES. DRILL BOTTOM
OF 1�"cTOP OF TUBE -
FILL PLATE FOR �" DIA. BOLT
DRILL BOTTOM OF TUBE AND
1" 1"
5"NOMINAL WIDTH OF SIDEWALK
10"
1’-0"
2’-
0"
LA
P (M
IN.)3’-
6"
8"
"B"
LEVEL
7"
GRANITE CURB
STONE CURB (TYPE F1)
6"
"E"
2" 1’-0" 6"
2"
PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR
STEEL BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
2’-
8"
3’-
0"
3’-
4"
1’-
5"
"4
11’-
6
"4
19
1’-0"
6" 6"
6"
6" 6"
BAR C BAR D BAR E
BAR A BAR B BAR F
1’-0" 1’-0"
1" 1"
5"NOMINAL WIDTH OF SIDEWALK
10"
1’-0"
LEVEL
7"
GRANITE CURB
STONE CURB (TYPE F1)
6"
"E"
2" 1’-0"
2"
SLOPE 2% SLOPE 2%
3’-
6"
8"
5-#5(E) BARS
6" MAX.
4" MIN.
VARIES
"D"
"D"
PRESTRESSED SLAB UNITS SIMILAR
PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN
REINFORCEMENT SECTION
1" 1"
5"NOMINAL WIDTH OF SIDEWALK
10"
1’-0"
2’-
0"
LA
P (M
IN.)
(3’-10" LONGITUDINAL LAP)
2-#7(E) BARS
(2’-2" LONGITUDINAL LAP)
2-#5(E) BARS
HAIRPIN BARS (BARS C & E)
SHOWN IN ELEVATION, TWO
#5(E) BARS SPACED AS
8"
GRANITE CURB
STONE CURB (TYPE A)
6"
SLOPE 2%
1’-
4"
3"
2"
MIN.
5"
1"
EM
BE
DM
EN
T
1’-
0"
MIN.
"A"
3’-
6"
2" 2"
2"
WALL
REINFORCEMENT SECTION
1’-6"
OPTIONAL CONSTRUCTION JOINT
NOT SHOWN
WALL REINFORCEMENT
OR SHOULDER
TOP OF PVM’T.
CURB ITEM
TO BE INCLUDED IN
CONCRETE BACKING11"
(TYP.)
2" COV.
(TYP.)
2" COV.
(TYP.)
2" COV.
BE MODIFIED FOR OTHER DECK CROSS SLOPES.
CROWN DECK CROSS SLOPE, IT WILL NEED TO
** THIS DIMENSION IS BASED ON A NORMAL
PRESTRESSED SLAB UNIT STRUCTURES ONLY).
(ADJACENT PRESTRESSED BOX BEAM OR ADJACENT
THE DECK SLAB THICKNESS EXCEEDS 6"
WIDTHS. IT WILL ALSO NEED TO BE MODIFIED IF
FOR OTHER DECK CROSS SLOPES AND SIDEWALK
WIDTH OF 5’-2", IT WILL NEED TO BE MODIFIED
DECK CROSS SLOPE AND A NOMINAL SIDEWALK
* THIS DIMENSION IS BASED ON A NORMAL CROWN
HAIRPIN BARS)
SHOWN IN ELEVATION, (TWO
#5(E) BARS SPACED AS
SEE
FOR SIDEWALK REINFORCEMENT
2-#5(E) BARS
2’-
0"
LA
P
MIN.
SEE DETAIL "A"
6" MIN. THICKNESS
6"
#5(E) AS SHOWN
CTRS. MAX.
#5(E) BARS @ 8"
(BAR A)
MIN.
4"
2-#7(E) BARS
(3’-10" LONGITUDINAL LAP)
MAX.
#5(E) BARS @ 12" CTRS.
(BAR F)
SEE
FOR SLAB REINFORCEMENT,
SEE
FOR SLAB REINFORCEMENT,
MAX.
#5(E) BARS @ 12" CTRS.
(BAR F)
SEE
FOR SIDEWALK REINFORCEMENT
(2’-2" LONGITUDINAL LAP)
(BARS C & E)
(2’-2" LONGITUDINAL LAP)
HAIRPIN BARS)
SHOWN IN ELEVATION, (TWO
#5(E) BARS SPACED AS
2-#7(E) BARS
(3’-10" LONGITUDINAL LAP)
(BARS C & E)
2-#5(E) BARS
SEE DETAIL "A"2" COV.
1�" COV. 1�" COV.
1�" COV.LEVEL
#5(E) BARS @ 12" (MAX.)
8"2" COV. (MIN.)
H1
&
H2
H1
&
H2
R=3"R=3"
PROTECTED REINFORCEMENT MAY BE SUBSITITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
BD-RCB14E
#5(E) BARS @ 8" CTRS. MAX.
(BAR A)
ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.
THE BAR TYPES DIAGRAM IS SHOWN FOR INFORMATIONAL PURPOSES
LAP LENGTH FOR BARRIER LONGITUDINAL BARS AS SHOWN.
FOR BAR TYPES A & B MAY BE DIFFERENT AT EACH FASCIA.
DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS
DETAIL N15 FOR BAR TYPES A & B.
FOR BARLIST PROGRAM DIMENSION INPUTS, USE BAR BENDING
APPROXIMATELY ONE THIRD OF THE SIDEWALK WIDTH.
BRIDGE AT THE INDIVIDUAL FASCIA. "E" IS TO BE
"B" AND "D" DIMENSIONS MUST BE CALCULATED FOR EACH
SLAB.
CHAMFER SHALL MATCH THE BOTTOM OF THE SUPERSTRUCTURE
"A" DIMENSIONS MUST BE CALCULATED FOR INDIVIDUAL BRIDGE.
TYPE F1, SEE BD-MS4E.
FOR DETAIL OF ANCHOR BAR AND STONE CURB TYPE A AND
FOR SLAB REINFORCEMENT SEE BD-SS1E OR BD-SS6E.
SELECTION CRITERIA.
REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING
DESIGNER NOTES:
BD-SS1E
BD-SS1E OR BD-SS6E
BD-SS1E
BD-PA3E
REINFORCEMENT SECTIONS
TEXAS AESTHETICS BARRIER
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
1"
1"
1"
DETAIL "A"
SECTION A-A
EXTERIOR ELEVATION
PILASTER OVER EXPANSION JOINT ELEVATION
EXTERIOR ELEVATION
INTERMEDIATE PILASTER
A A
B B
C
C
1" 1" 1"
1�
"
1�
"
1"
1"
1�"
1’-3"
1"
1�"
2’-4"
2’-10"
3" 3"
2"vCOVERv(TYP.)
2"v(
TY
P.)
1"v(
TY
P.)
(TYP.)
6�"
4"v(
TY
P.)
vOFvPILASTERc
SEEvDESIGNERvNOTEv5
5(E)vLONGITUDINAL BARS
5(E)v@v8"v(ORIG. IN SLAB)
5(E) (SPACED AS SHOWN)
5(E)v@v8"v(ORIG. IN SLAB)
5(E) (SPACED AS SHOWN)
2"vCOVERv(TYP.)
4"v(
TY
P.)
SEEvDESIGNERvNOTEv5 7(E)vLONGITUDINAL BARS
vOFvPILASTERc
ROADWAY FACE
SEEvDETAILv"A"
2"vC
OV
ERv(
TY
P.)
SEEvDESIGNERvNOTEv5 SEEvDESIGNERvNOTEv5
6"vMAX.v(TYP.)
1"
1"
1�"
2’-10"
6"6"
3" 3"
1’-
0"
1" 1" 1"
1�
"
1�
"
1"
1’-3�"
6"
6�"
1"
1�"
1"
1"
1�"1�"
ROADWAY FACE
6"vMAX.v(TYP.)
SEEvDETAILv"A"v(TYP.)
EDGE OF SLAB
4"
SECTION B-B
2"vC
OV
ERv(
TY
P.)
SEE DESIGNER NOTE 5
1’-0"
10"
3’-
6"
4"
4"
2"
1"
1"
1"
1"
1"
1"
2�
"
1"
2�
"
EDGE OF SLAB
1�" CHAMFERv(TYP.)
TOP OF SIDEWALK
SECTION C-C
9"
6"
4"
(TY
P.)vA
LLvP
AN
EL
S
2’-
0"
AL
LvP
AN
EL
S
9"v(
TY
P.)
AL
LvP
AN
EL
S
9"v(
TY
P.)
8"R
8"R
6�
"
5(E)vBARSv(SPACED AS SHOWN)
5(E) (SPACED AS SHOWN)
BD-RCB15E
3"R
2"vCOVERv(TYP.)
MATCH LINE
vMORE CLOSELY SPACED AT THE DESIGNERS DISCRETION.
vTHE PRECEDING ARE MINIMUM REQUIREMENTS. INTERMEDIATE PILASTERS MAY BE
vREQUIRED AT THE ONE-FIFTH POINTS FOR SINGLE SPANS GREATER THAN 150’-0" LONG.
vTHAN 100’-0" AND LESS THAN OR EQUAL TO 150’-0". INTERMEDIATE PILASTERS ARE
vPILASTERS ARE REQUIRED AT THE ONE-THIRD POINTS FOR SINGLE SPANS GREATER
vFOR SPANS GREATER THAN 50’-0" AND LESS THAN OR EQUAL TO 100’-0". INTERMEDIATE
vTHAN OR EQUAL TO 50’-0". AN INTERMEDIATE PILASTER IS REQUIRED AT THE MID-POINT
2. FOR SINGLE SPANS, INTERMEDIATE PILASTERS ARE NOT REQUIRED FOR SPANS LESS
1. REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING SELECTION CRITERIA.
DESIGNER NOTES FOR TEXAS BARRIER:
vEXPANSION JOINT.
4. PILASTERS ARE REQUIRED AT ALL PIER LOCATIONS THAT HAVE A TRANSVERSE
vMORE CLOSELY SPACED AT THE DESIGNERS DISCRETION.
vPRECEDING ARE MINIMUM REQUIREMENTS. INTERMEDIATE PILASTERS MAY BE
vABUTMENT PILASTERS AND/OR PIER PILASTERS IS GREATER THAN 150’-0". THE
vARE REQUIRED AT THE ONE-FIFTH POINTS WHEN THE DISTANCE BETWEEN THE
vIS GREATER THAN 100’-0" AND LESS THAN 150’-0" APART. INTERMEDIATE PILASTERS
vWHEN THE DISTANCE BETWEEN THE ABUTMENT PILASTERS AND/OR PIER PILASTERS
vTHAN 100’-0". INTERMEDIATE PILASTERS ARE REQUIRED AT THE ONE-THIRD POINTS
vDISTANCE BETWEEN THE ABUTMENT PILASTERS AND/OR PIER PILASTERS IS LESS
3. FOR CONTINUOUS SPANS, INTERMEDIATE PILASTERS ARE NOT REQUIRED WHEN THE
vTHE DESIGNER SHALL DETAIL A SPECIAL PILASTER AND COVER PLATE SIMILAR TO BD-JM12E.
9. EXPANSION JOINT OPENINGS GREATER THAN 2" SHALL REQUIRE A STEEL COVER PLATE.
vUSED AT THE DESIGNERS DISCRETION.
8. THE PANELS ARE SHOWN AS OPEN. CLOSED PANELS ARE NOT SHOWN, BUT MAY BE
vSURFACE MAINTAINED).
7. THIS BARRIER MAY BE USED WITHOUT A SIDEWALK (3’-6" HEIGHT ABOVE ROADWAY
vPOSSIBLE.
6. NUMBER AND SPACING OF WINDOWS SHALL BE EQUAL BETWEEN PILASTERS WHENEVER
vSHALL BE A MINIMUM OF 6" AND A MAXIMUM OF 1’-4".
5. THE DISTANCE FROM THE EDGE OF ANY PILASTER TO THE EDGE OF THE FIRST PANEL
D
D
VIEW D-D TYPE A
PREFERRED PANEL DETAIL
ELEVATIONS AND DETAILS
TEXAS AESTHETIC SECTIONS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
MATCH LINE
TYPE C
OPTIONAL PANEL DETAIL
TYPE B
OPTIONAL PANEL DETAIL
MATCH LINE
DETAIL "A"
2’-4"3"
2’-10"2’-0"1’-6"
1"
1"
1" 2"
4"
3"
1’-4" MAX.6" MIN.
*
6"
6"vxv6"vxv�" TUBE (TYP.)
HEAVY POST
2’-0"
1�"
"214*
�TYP.
A
A
ANTICIPATED).
MORE THAN 1�" OF EXPANSION IS
F (INCREASE DIMENSION IFn* AT 68
(LOOKING AT THE ROADWAY FACE OF THE BARRIER)
ABUTMENT PILASTER INTERIOR ELEVATION
3"
1"
THE VERTICAL LEGS VARY
BAR BENDING TYPE A, EXCEPT
THESE BARS ARE SIMILAR TO
2’-10"2’-0"
2’-4"
#5(E) BARS SPACED @ 6" MAX.
#7(E) BARS
3"
2" (T
YP.)
1" (T
YP.)
BCC
�
2-#5(E) BARS
#5(E) BARS @ 8" (FROM SLAB)
#5(E) BARS SPACED @ 6" MAX.
ABUTMENT PILASTER REINFORCEMENT ELEVATION
2’-4"
8"6"6"8" 3" "211
1"
1’-4" MAX.6" MIN.
1"
3"
2"
#5(E) BARS SPACE @ 6" MAX.
1’-
2"
1"
1"
1"
"2
11
1"
"2
11
11"6"6"3’-0"
2"
CO
V.
1"
1’-
0"
4"
4"
4"
�
TYP.
TYP.ROADWAY FACE
EDGE OF SLAB
SECTION B-B
3’-
6"
"2
12’-
8
5"
5"
5"
5"
"2
12
"2
12
1"
4"4"4"
1"
2’-
1"
5"
1’-
1"
5"
1�
"�
"
2"
SEE DETAIL "A"
TOP OF SIDEWALK
1’-0"
N A-ASECTION A-ASECTIO
SEE BD-RCB14E.
FOR BARRIER SECTIONS AND BAR BENDING TYPES,
FOR ADDITIONAL DESIGNER NOTES, SEE BD-RCB15E.
REQUIRE THE SPECIAL POST DETAIL SHOWN ON BD-RCB4E.
SUBSTRUCTURE TO THE FIRST HEAVY POST. THIS POST MAY
THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE
DESIGNER NOTES:
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
2"
CO
V.
ROADWAY FACE
�TYP.
8"
(IN BRIDGE ESTIMATE)
PAY LIMIT FOR CONCRETE BARRIER
OF TRANSITION TO VERTICAL PARAPET
SEE BD-RCB12E OR BD-RCB13E FOR DETAILS
BD-RCB16E
SIDEWALK CONTINUES OFF BRIDGE).
TOP OF SIDEWALK (SEE BD-RCB13E IF
DAMAGED A.O.B.E.
THE FIRST THREAD BELOW THE NUT TO BE
WASHERS, NUT TO BE FINGER TIGHT AND
WITH STANDARD WASHERS & SPRING LOCK
�" DIA. BOLTS, 7�" (ASTM A 325, TYPEv1)
ANCHOR PLATE
1’-0"xv1"xv2’-1"
#5 BARS 2’-0" LONG
#5 BARS 2’-0" LONG
#5 BARS 2’-0" LONG
PLATE (TYP.)
ON PARAPET SIDE OF
#5 BARS 2’-0" LONG
B
*
END TREATMENT DETAILS
TEXAS AESTHETICS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
"432
1" (T
YP.)
1" (TYP.)
1’-0"
OF SLOTTED HOLEc
AND EDGE OF PLATE
FACE OF PARAPET
"4
3
"41
�
DETAIL "A"
TYP.
FILL PLATE
4"xv�"xv1’-5" LONG
CONNECTION TUBE DETAIL
TUBE 1’-6" LONG, SEE
5"xv5"xv5/16" CONNECTION
ANCHOR PLATE
1’-0"xv1"xv2’-1"
4""215 2" "2
124"
1’-6"
"4
32
"21 "2
1
2-8�TYP.
AND DETAIL "A"
PLATE. SEE SECTION A-A
WELD THIS END TO ANCHOR
*
* *
*
TOP AND BOTTOM OF 5"xv5"xv�" TUBE
1"xv4" HORIZONTAL SLOT IN
FILL PLATE
4"xv�"xv1’-5" LONG
5"xv5"xv�" TUBE
PLAN VIEW
CONNECTION TUBE DETAIL
(SHOWING SLOPE AND FLARE)
END OF CONCRETE BARRIER
SHOULDER MATERIAL ITEM (HWY. EST.).
IN THE STABILIZED SHOULDER. PAYMENT WILL BE MADE UNDER
NOTE "A": PAVE THIS AREA WITH THE SAME MATERIAL USED
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BAR. OTHER TYPES OF CORROSION
NOTES:
FOR ADDITIONAL DIMENSIONS AND DETAILS, SEE BD-RCB18E.
MODIFIED TO ACCOMMODATE THE REQUIRED END FLARE.
THE DETAILS FOR THE SELECTED CONCRETE BARRIER TRANSITION MUST BE
THRIE BEAM ATTACHES SIMILARLY TO OTHER CONCRETE BARRIER TYPES.
SINGLE SLOPE CONCRETE BARRIER SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.
AS SHOWN ON BD-RCB4E.
THE FIRST HEAVY POST. THIS POST MAY REQUIRE A SPECIAL POST DETAIL
THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE SUBSTRUCTURE TO
DESIGNER/DETAILER:
BD-RCB17E
CORRUGATED BEAM RAILING
THRIE BEAM TRANSITION TO
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
2’-
11"
�"
1’-
8"
POST ELEVATION
SECTION A-A
2v(MIN.)
1
(TYPE A)
STONE CURB
SQUARE NECK BOLT
STEEL ROUND HEAD
OF �" DIA. GALV.c
2"
2’-0"
NUTS/WASHERS
GRADE A) BOLTS AND
OF �" DIA. (ASTM A307,c
INDICATED IN ELEVATION
BEAM 13’-6�" LONG, PLACED AS
AND BACK UP SECTION OF THRIE
CONTINUOUS NESTED THRIE BEAM
POST
HEAVY
W6vxv9
W8vxv15 BLOCKOUT
7’-
0"
(SEE NOTE "A")
CONTROL STRIP
ASPHALT) VEGETATION
OPTIONAL (HOT-vMIX
2’-0"
SEE DESIGNER NOTE
5 SPACES @ 1’-6�" = 7’-9�"
20’-7�" PAY LIMIT FOR TRANSITION CONCRETE BARRIER TO CORRUGATED BEAM GUIDE RAIL (IN BRIDGE ESTIMATE)
W6vxv9 POSTS AND W8vxv15 BLOCKOUTS
2’-
0"
3 SPACES @ 3’-1�" = 9’-4�"
2’-4�"
4’-0"
1’-6"
1’-0�"
BARRIER ITEM (TYP.).
AND PLACING SHALL BE INCLUDED IN THE CONCRETE
(ASTM A53, NPS 1" DIA.). THE COST OF FURNISHING
1" DIA. P.V.C. OR 1" DIA. GALVANIZED STEEL PIPE
CONCRETE BARRIER
PLANCURB LINE
FACE OF BACKWALL FOR FLARED WALLS.
(TYPE A) END OF U-WINGWALL OR REAR
BEGIN PAY LIMIT FOR STONE CURB
(BRIDGE ESTIMATE)
PAY LIMIT FOR CONCRETE BARRIER
3�
"
W6vxv9 HIGHWAY POST
2’-
11"3’-
6"
6"
5 SPACES @ 1’-6�" = 7’-9�"
4’-0"
3 SPACES @ 3’-1�" = 9’-4�"
20’-7�" PAY LIMIT FOR TRANSITION CONCRETE BARRIER TO CORRUGATED BEAM GUIDE RAIL (IN BRIDGE ESTIMATE)
W6vxv9 POSTS AND W8vxv15 BLOCKOUTS1’-0�"
TRANSITION
CONCRETE BARRIER
CURB CONFIGURATIONS.
SHEETS FOR ALTERNATE
AND APPROACH DETAIL
SEE SHOULDER DRAINAGE
TWO SECTIONS OF 12 GAUGE THRIE BEAM (ONE NESTED INSIDE THE OTHER)
ELEVATION
CONCRETE BARRIER TRANSITION TO CORRUGATED BEAM GUIDE RAILING
OR SHOULDER
PAVEMENT
TOP OF
ONE TRANSITION SECTION 12 GAUGE
7’-3�"
SQUARE WASHER
BEAM GUIDE RAILING
OF CORRUGATEDc
FOR THE TRANSITION ITEM.
INCLUDED IN THE PRICE BID
COST OF THIS POST TO BE
W6vxv9 HIGHWAY POST. THE
1’-
0�
"
2’-
7"
4�
"
(HIGHWAY ESTIMATE)
PAY LIMIT FOR CORRUGATED BEAM GUIDE RAILING
(HIGHWAY ESTIMATE)
PAY LIMIT FOR CORRUGATED BEAM GUIDE RAILING
10’-0"
A
A
FACE OF RAIL
(SEE NOTE "A")
VEGETATION CONTROL STRIP
OPTIONAL (HOT-vMIX ASPHALT)
5"
CU
RB
IN THE TRANSITION ITEM (TYP.).
WITH HEX NUTS AND FLAT WASHERS SHALL BE INCLUDED
GALVANIZED. COST OF FURNISHING AND PLACING BOLTS
HEX NUTS AND FLAT WASHERS. ALL COMPONENTS TO BE
�" DIA. GALVANIZED ANCHOR STUDS (ASTM A449) WITH
p1’-0"vxv�"vxv1’-6" GALVANIZED BEARING
6" 6" 6"
2"
5-#5(E) BARS
TRANSITION REINFORCEMENT
TYPICAL BARRIER
(TRANSITION CONCRETE BARRIER END)
REINFORCEMENT PLAN
WHICHEVER APPLICABLE
HOOK INTO SLAB OR WALL,n EMBED WITH 180*
*
(TYPICAL)
2" COV. MIN.
1’-6"
3’-
0"
BARRIER END VIEW
10"
5�"
6"
2’-
11"
1"
OR SHOULDER
PAVEMENT
TOP OF
(TYPICAL)
1" CHAMFER
6’-3"
3’-1�"3’-1�"
2"2"
4�"4�"
TRANSITION ZONE
POST DETAIL
6’-
10"
�"
4�
"7�
"
13’-6�"
6’-3"6’-3"
4�"4�" 2"2" 4�"4�"
3�"
1’-
8"
2�
"
3�
"
�"
�"
3�
"
HOLES FOR �" BOLTS
OF �" DIA.c
W6vxv9
1�"vxv1�" PLATE
FOR �" BOLT
�" SQUARE HOLE
�" OR APPROVED EQUAL
PLATE THICKNESS SHALL BE
FOR �" BOLT
�" SQUARE HOLE
1�"vxv�"vxv3" PLATE
BOLT SLOT (TYP.)
1"vxv1�" SPLICE
@ 6’-3" CTRS. (TYP.)
�"vxv2�" SLOTTED HOLES
PLATE WASHER AND LOCK WASHER.
(CARRIAGE BOLT) HEX NUT, FLAT
ROUND HEAD SQUARE NECK BOLT
OF �" DIA. GALV. STEELc
W8vxv15 BLOCKOUT
W6vxv9 POST
NOT TO SCALE
ASTM A307, GRADE A
SPLICE BOLT
BEAM SPLICE HARDWARE
NOT TO SCALE
THRIE BEAM ASSEMBLY
ASTM A563 GRADE A OR BETTER
HEX NUT
1�"
OVAL SHOULDER
�"xv�"
1�" �"
�"
�"
1�
"
�"
NOT TO SCALE
NESTED THRIE BEAM
BOLTS AND NUTS/WASHER
OF �" DIA. (ASTM A307, GRADE A)c
1� "
TYPICAL THRIE BEAM SECTION
1’-
0�
"
1� "
3�
"
2�
"
3�"
�"
�"
3�
"
@ 3’-1�" CTRS. (TYP.)
�"xv2�" SLOTTED HOLES
BEAM GUIDE RAILING
OF CORRUGATEDc
TYPICAL SPLICE LAYOUT
OF TRANSITION
END VIEW
TRANSITION SECTION
OF TRANSITION
END VIEW
SQUARE WASHER FLAT PLATE WASHER
2"vMIN. 2"vMIN.
�" DEEP
RECESS
�"
1�"
4�"v(TYP.)
SECTION
TERMINAL
"217’-3
n10
n10
BD-RCB18E
THRIE BEAM TRANSITION DETAILS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
1’-
9�
"
1’-
7�
"
1’-
7�
"
7"
7�
"6�
"
2"
1’-
9�
"
4"
8�"
2"
7"
7�
"6�
"
�"v(TYP.)
�"v(TYP.)
W8vxv15
TOP VIEW
THRIE BEAM BLOCKOUT DETAIL
SIDE VIEW
IN REAR FACE
FOR �" DIA. BOLTS
OF �" DIA. HOLESc
BOLT) IN FRONT FACE
HEAD SQUARE NECK BOLT (CARRIAGE
�" DIA. GALV. STEEL ROUND
OF �" SQUARE HOLE FORc
"2
14
7�
"2’-6"
7�
"
"832
"832
8" 8�" 4�"4�" 3"
6�
"7�
"6�
"
2"
MODIFIED TERMINAL CONNECTOR
MOUNTING SLOTS (TYP.)
�"xv2�" POST
TO SPLICE TO THRIE BEAM
USE 12v-v�" DIA. GALVANIZED BOLTS
1"xv1�" SPLICE BOLT SLOTS (TYP.)
HOLE (TYP.)
�" DIA.HOLE (TYP.)
�" DIA.
1’-
8"
K1
"2
13’-
3
"217"2
17
BAR TYPES
BAR B
(O)
"214
7
D
K2
3’-
6"
8"
2’-0"
2’-
8"
BAR A
1’-0" 6"
N12
B H
K
2’-0" L
AP
MIN.
3
SP
S.
@ 8"
6"
6"
MAX.
#5(E) BARS @ 8" CTRS.
BD-SS1E OR BD-SS6E.SEE
FOR SLAB REINFORCEMENT,
(BAR A)
4
21
O
3’-
6"
1’-0"
2’-4"
2’-0" L
AP
MIN.
3
SP
S.
@ 8"
6"
6"
MAX.
#5(E) BARS @ 8" CTRS.
BD-SS1E OR BD-SS6E.SEE
FOR SLAB REINFORCEMENT,
(BAR A)
4
21
O
(TYP.)
4%v WASH
CONCRETE MEDIAN WIDE BARRIER
I-BEAM STRUCTURES)
(STEEL BEAM AND PRESTRESSED
CONCRETE MEDIAN BARRIER
I-BEAM STRUCTURES)
(STEEL BEAM AND PRESTRESSED
K1
"2
13’-
3
"217
BAR C
(O)
7
D
"217
K2
2’-0"
CONCRETE MEDIAN WIDE BARRIER SIMILAR
CONCRETE MEDIAN BARRIER
(ADJACENT PRESTRESSED CONCRETE UNIT STRUCTURES)
(BAR A)
DETAIL "A"
(TYP.)
1"
(TY
P.)
1"
"2
13
(BAR B)
SEE DETAIL "A"
MAX.
#6(E) BARS @ 8" CTRS.
(TYPICAL)2" COV. MIN.
"2
13
(BAR C)
SEE DETAIL "A"
MAX.
#6(E) BARS @ 8" CTRS.
(TYPICAL)2" COV. MIN.
(BAR B)
CTRS. MAX.
#5(E) BARS @ 8" #5(E) BARS (TYP.)
#5(E) BARS
MAX.
#6(E) BARS @ 8" CTRS.
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
SLAB BARS
MIN.
6"
BAR WHEREVER POSSIBLE.
THE BOTTOM TRANSVERSE
THIS BAR TO BE TIED TO
BAR WHEREVER POSSIBLE.
THE BOTTOM TRANSVERSE
THIS BAR TO BE TIED TO
H1,
H2
H1,
H2
ALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
"218
"211’-7
"211’-11
#5(E) BARS (TYP.)#5(E) BARS (TYP.)
BD-RCB19E
COST TO BE INCLUDED IN THE BARRIER ITEM.
GAP TO BE FILLED WITH COMPRESSIBLE FOAM JOINT SEALER, MATERIAL SPECIFICATION 705-08.
NOTE "B":
vSPLICES ARE REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP EACH BAR.
vTHE CONCRETE BARRIERS SHALL BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE
vCONSTANT DEPTH 45° CHAMFERS AT THE SURFACE. THE LONGITUDINAL REINFORCING BARS FOR
�")u v60n ANGLE WITH THE SURFACE. CUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"
vTHE DEPTH OF THE GROOVES SHALL BE 1�"(-0+�"). FORMED GROOVES SHALL MAKE A
3. CUTTING THE PLASTIC CONCRETE. COMBINATION OF THESE METHODS MAY BE EMPLOYED.
vCAST-IN-PLACE SLIP FORMED.
2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
CONSTRUCTION GROOVES SHALL BE MADE BY:
NOTE "A":
CONTRACT PLANS.
PURPOSES ONLY AND SHOULD NOT BE SHOWN ON THE
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL
LAP LENGTH FOR BARRIER LONGITUDINAL BARS IS 2’-2".
OF SKEW.
THE LONGITUDINAL AXIS OF THE BARRIER, REGARDLESS
ALL REINFORCEMENT IS PLACED PERPENDICULAR TO
FOR SLEEPER SLAB DETAILS, SEE BD-SA2E.
OR BD-PA3E.
FOR SLAB REINFORCEMENT, SEE BD-SS1, BD-SS6E,
RAILING SELECTION CRITERIA.
REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE
WIDTH BARRIER AS THE HIGHWAY APPROACH BARRIER.
THE TWO BARRIERS. DESIGNERS SHOULD USE THE SAME
HIGHWAY BARRIER TO FACILITATE TRANSITION BETWEEN
THESE BARRIER WIDTHS CONFORM TO THOSE OF THE
DESIGNER NOTES:
SINGLE SLOPE MEDIAN SECTIONS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
MEDIAN BARRIER (BRIDGE EST.)
(HIGHWAY EST.)
MEDIAN BARRIER
JOINT OPENING
(SEE NOTE B)
�" GAP
SLEEPER SLAB
APPROACH SLAB
BEGINS OR ENDS
APPROACH PAVEMENT
ABUTMENT SHOWN
SEMI-INTEGRAL
JOINTLESS BRIDGE DETAILS
CONCRETE MEDIAN BARRIER
IN THIS AREA
OF THE BARRIER
SLAB THE WIDTH
EXTEND SLEEPER
CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES
(TYPICAL), SEE NOTE "A"
CONSTRUCTION GROOVES
5’-0"
**
BD SHEET
SEE CURRENT JOINT
**A
A
ELEVATION
CONCRETE BARRIER GROOVE SPACING
SECTION A-A
JOINT
BRIDGEc
JOINT
BRIDGEc
(-0+�")
1�"
NOTE "A"
GROOVE, SEE
CONSTRUCTION
BD SHEET
SEE CURRENT JOINT
STRUCTURE AND WALLS.
UNIFORM ACROSS THE
SPACING SHALL BE
#5(E) BARS (TYP.)
2
19
7
10
1’-
7"
10"
8"
8"
8"
2’-0"
7" 6"
3"
2" COV. (MIN.)
2"
FACE (TYP.)
2" COVER AT BARRIER
ROTATE HOOK TO MAINTAIN
DETAIL "A"
4% WASH
I-BEAM STRUCTURES)
(STEEL BEAM AND PRESTRESSED
TYPE "A"
PERMANENT CONCRETE MEDIAN BARRIER
BD-SS1E OR BD-SS6E.SEE
FOR SLAB REINFORCEMENT,
#5(E) BARS (TYP.)
2
19
7
10
1’-
7"
10"
8"
8"
8"
2’-3"
7" 9"
3"
2" COV. (MIN.)
2"
FACE (TYP.)
2" COVER AT BARRIER
ROTATE HOOK TO MAINTAIN
DETAIL "A"
4% WASH
I-BEAM STRUCTURES)
(STEEL BEAM AND PRESTRESSED
TYPE "B"
PERMANENT CONCRETE MEDIAN BARRIER
BD-SS1E OR BD-SS6E.
#5(E) BARS (TYP.)
2
19
7
10
1’-
7"
10"
8"
8"
8"
2’-6"
7" 1’-0"
3"
2" COV. (MIN.)
2"
FACE (TYP.)
2" COVER AT BARRIER
ROTATE HOOK TO MAINTAIN
DETAIL "A"
4% WASH
I-BEAM STRUCTURES)
(STEEL BEAM AND PRESTRESSED
TYPE "C"
PERMANENT CONCRETE MEDIAN BARRIER
SEE
FOR SLAB REINFORCEMENT,
BD-SS1E OR BD-SS6E.
#5(E) BARS (TYP.)
FACE (TYP.)
2" COVER AT BARRIER
ROTATE HOOK TO MAINTAIN
(TYPE "C" SHOWN, OTHER TYPES SIMILAR)
PERMANENT CONCRETE MEDIAN BARRIER
(ADJACENT PRESTRESSED CONCRETE UNIT STRUCTURES)
EACH BAR.
REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP
BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE
THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL
DEPTH 45n CHAMFERS AT THE SURFACE.
CUT GROOVES SHALL BE FINISHED WITH SHALLOW ( �"u �") CONSTANT
FORMED GROOVES SHALL MAKE A 60n ANGLE WITH THE SURFACE.
THE DEPTH OF THE GROOVES SHALL BE 1 �"(-0+ �").
COMBINATION OF THESE METHODS MAY BE EMPLOYED.
3. CUTTING THE PLASTIC CONCRETE.
v CAST-IN-PLACE SLIP FORMED.
2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR
1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.
CONSTRUCTION GROOVES SHALL BE MADE BY:
NOTE "A":
INCLUDED IN THE BARRIER ITEM.
SPECIFICATION 728-06, TWO 0.06 in. THICK SHEETS. COST TO BE
COMPRESSED SYNTHETIC SHEET GASKET (TREATED BOTH SIDES), MATERIAL
NOTE "C":
SPECIFICATION 705-08. COST TO BE INCLUDED IN THE BARRIER ITEM.
GAP TO BE FILLED WITH COMPRESSIBLE FOAM JOINT SEALER, MATERIAL
NOTE "B":
BAR A BAR B
*
BAR C
BAR TYPESNOT TO SCALEALL BAR DIMENSIONS ARE OUT TO OUT.
NOTE:
THICKNESS INCREASE.
BE MODIFIED FOR DECK SLAB
THIS DIMENSION WILL NEED TO *
2’-
4�
"
1’-0"
1’-4"
1’-
8�
"
1’-
4�
"
1’-0"
1’-1�"
****
**
DECK CROSS SLOPES.
NEED TO BE MODIFIED FOR OTHER
ON A NORMAL CROWN, THEY MAY
BAR DIMENSIONS ARE BASED
DETAIL "A"
(TYP.)
1"
(TY
P.)
1"
BD-PA3E.SEE
REINFORCEMENT,
FOR SLAB
#5(E) BARS
LAP LENGTH FOR BARRIER LONGITUDINAL BARS IS 2’-2".
CONTRACT PLANS.
PURPOSES ONLY AND SHOULD NOT BE SHOWN ON THE
BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL
OF SKEW.
THE LONGITUDINAL AXIS OF THE BARRIER, REGARDLESS
ALL REINFORCEMENT IS PLACED PERPENDICULAR TO
FOR SLEEPER SLAB DETAILS, SEE BD-SA2E.
RAILING SELECTION CRITERIA.
REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE
WIDTH BARRIER AS THE HIGHWAY APPROACH BARRIER.
THE TWO BARRIERS. DESIGNERS SHOULD USE THE SAME
HIGHWAY BARRIER TO FACILITATE TRANSITION BETWEEN
THESE BARRIER WIDTHS CONFORM TO THOSE OF THE
DESIGNER NOTES:
PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.
(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION
NOTE:
#5(E) BARS @ 8" MAX., (TYP.)
(BAR C)
TRANSVERSE BAR WHEREVER POSSIBLE
TO BE TIED TO THE BOTTOM SLAB
#6(E) BARS @ 8" MAX. (TYP.) (BAR A)
TRANSVERSE BAR WHEREVER POSSIBLE
TO BE TIED TO THE BOTTOM SLAB
#6(E) BARS @ 8" MAX. (TYP.) (BAR A)
#5(E) BARS @ 8" MAX., (TYP.)
(BAR C)
TRANSVERSE BAR WHEREVER POSSIBLE
TO BE TIED TO THE BOTTOM SLAB
#6(E) BARS @ 8" MAX. (TYP.) (BAR A)
#5(E) BARS @ 8" MAX., (TYP.)
(BAR C)
#5(E) BARS @ 8" MAX., (TYP.)
(BAR C)
#6(E) BARS @ 8" MAX. (YP.) (BAR B)
(TYP.)
(TYP.)
SEE
FOR SLAB REINFORCEMENT,
(TYP.)
(TYP.)
(TYP.)
(TYP.)
BD-RCB20E
SAFETY SHAPE MEDIAN SECTIONS
CONCRETE BRIDGE BARRIER
OFFICE OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STATE OF NEW YORK
12/23/14
ISSUED
LETTING OF 05/07/2015
EFFECTIVE WITH THE
ISSUED UNDER EB 14-046
(STRUCTURES)
DEPUTY CHIEF ENGINEER
/S/ RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 12/23/14
REVISED
SLEEPER SLAB
APPROACH SLAB
BEGINS OR ENDS
APPROACH PAVEMENT
ABUTMENT SHOWN
SEMI-INTEGRAL
JOINTLESS BRIDGE DETAILS
CONCRETE MEDIAN BARRIER
IN THIS AREA
OF THE BARRIER
SLAB THE WIDTH
EXTEND SLEEPER
MEDIAN BARRIER (BRIDGE EST.)
(HIGHWAY EST.)
MEDIAN BARRIER�" GAP
(SEE NOTE B)
JOINT OPENING
CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES
(TYPICAL), SEE NOTE "A"
CONSTRUCTION GROOVES
5’-0"
**
BD SHEET
SEE CURRENT JOINT
**
ELEVATION
CONCRETE BARRIER GROOVE SPACING
SECTION A-A
NOTE "A"
GROOVE, SEE
CONSTRUCTION
BD SHEET
SEE CURRENT JOINT
1�"
(-0+�")
JOINT
BRIDGEc
JOINT
BRIDGEc
STRUCTURE AND WALLS.
UNIFORM ACROSS THE
SPACING SHALL BE
A
A