BDSS - New York State Department of Transportation
Transcript of BDSS - New York State Department of Transportation
SLOPE SLOPE#4(E) BARS @ 8"
T.G.L.
9•
"
ALTERNATE LAP
CONNECTOR (TYP.)
STUD SHEAR #4(E) BARS @ 8"
G1 G2 G3 G4 G5
4"
TRANSVERSE SECTION
LEVELING PAD
THIN MORTAR
8•
"
*
SLOPE
#4(E) BARS @ 8" (TOP)
4" MAX.
3"
CO
V.
1•
"
CO
V.
9•
"
4•"
@ 8" (BOT.)
3-#5(E) BARS #4(E) BARS @ 8" (BOT.)
3"
CO
V.
1•
"
CO
V.
9•
"
SLOPE
@ 8" (BOT.)
3-#5(E) BARS4•" #4(E) BARS @ 8" (BOT.)
8•
"
*
#4(E) BAR @ 8"
#4(E) BAR @ 8"
6"
7Ž"
4"
7"
2'-1"
1'-8" 5"
1'-0"
#4(E) STIRRUPS @ 8"
OR STA. LINE
OF IMPROVEMENTc
CO
V.
1•
"
#4(E) BARS @ 1'-0"
#4(E) BARS @ 1'-0" 5"2"
SIDEWALK5" 5"
2-#5(E) BARS
(MIN.)
2" COV.
(MIN.)
2" COV.
LEVEL
*10"
(MIN.)
2" COV.
9•
"
3"
CO
V.
1•
"
CO
V.
#4(E) BARS @ 8" (BOT.)
#4(E) BAR @ 8"
4"
#4(E) BARS @ 8" (TOP)
#5(E) STIRRUPS @ 1'-0"
6"
1'-0"
2"
2"
1'-0"
1'-0"
WITH #4(E) BARS.
AT THE FASCIA, ALTERNATING
@ 8" IN OVERHANG, HOOKED
ADDITIONAL #6(E) BARS
#4(E) BARS @ 8", PLACE
2"
*
LEVEL
* (MIN.)
2" COV.
9•
"
3"
CO
V.
1•
"
CO
V.
#4(E) BARS @ 8" (BOT.)
#4(E) BAR @ 8"4"
#4(E) BARS @ 8" (TOP)#5(E) STIRRUPS @ 1'-0"
6"
1'-0"
2"
1'-0"
*
WITH #4(E) BARS.
AT THE FASCIA, ALTERNATING
@ 8" IN OVERHANG, HOOKED
ADDITIONAL #6(E) BARS
#4(E) BARS @ 8", PLACE
5"2"#4(E) BARS @ 1'-0"
2"
CO
V.
1•
"
#4(E) BARS @ 1'-0"
8"
SIDEWALK
FACE OF RAIL
4" (MAX.)
4" (MAX.)
4•"
BETWEEN POSTS
#5(E) STIRRUPS @ 1'-0"
(TYP.)n 30
CHAMFER
7•"2" 2"
1"
2"
FASCIA LINE
FASCIA THAT INTERSECTS THE CHAMFER.
TURN TOWARDn ABUTMENTS OR PIERS WITH A 90
DRIP GROOVE STOPS 3'-0" FROM FACES OF
NOTE:
DRIP GROOVE DETAIL
#4(E) BARS @ 8" (BOT.)
#4(E) BARS @ 8" (TOP)
4"
1'-0"
4" (MAX.)
#5(E) BARS @ 8"
2"
8"
1"
SLOPE3"
CO
V.
1•
"
CO
V.
9•
"
*
#4(E) BAR @ 8"
TRANSVERSE BAR WHENEVER POSSIBLE.
THIS BAR TO BE TIED TO THE BOTTOM
WITH #4(E) BARS.
HOOKED AT THE FASCIA, ALTERNATING
#6(E) BARS @ 8" IN OVERHANG,
#4(E) BARS @ 8", PLACE ADDITIONAL
WITH #4(E) BARS.
HOOKED AT THE FASCIA, ALTERNATING
#6(E) BARS @ 8" IN OVERHANG,
#4(E) BARS @ 8", PLACE ADDITIONAL
FASCIA, ALTERNATING WITH #4(E) BARS.
BARS @ 8" IN OVERHANG, HOOKED AT THE
#4(E) BARS @ 8", PLACE ADDITIONAL #6(E)
WITH #4(E) BARS.
AT THE FASCIA. ALTERNATE
@ 8" IN OVERHANG, HOOKED
PLACE ADDITIONAL #6(E) BARS
4" #4(E) BARS @ 8" (BOT.)
WITH #4(E) BARS.
AT THE FASCIA. ALTERNATE
@ 8" IN THE OVERHANG, HOOKED
PLACE ADDITIONAL #6(E) BARS
4"BOLTc
BOLTc 4"
#4(E) BARS @ 8" (TOP)
2"
TOWARDS TRAFFIC
BRUSH CURB. SLOPE
POSTS ON TOP OF
2% SLOPE BETWEEN
LEVEL
SLOPE TOWARD TRAFFIC.
ON TOP OF SIDEWALK.
1.5% SLOPE BETWEEN POSTS
8•
"
1.5% SLOPE
1'-0"
7Ž"
7Ž"BOLTc
8" SPC. (BOT.)
3-#5(E) BARS @
(MAX.)
1'-0"
(MAX.)
1'-0"
1.5% SLOPE
@ 8"
#6(E) BARS
2" COV.
1'-6"
2" COV.
#6(E) @ 8" MAX.
*
(TYP.)
2" COV.
10" SIDEWALK WIDTH 5" 1'-6"SHOULDER WIDTHTRAVEL LANE WIDTHTRAVEL LANE WIDTHSHOULDER WIDTH
(E) DENOTES EPOXY BARS.
NOTES:
#4(E) BARS @ 8" (TOP)
1" CHAMFER
1" CHAMFER1" CHAMFER
1" CHAMFER
1.5% SLOPE
8"
G# - INDICATES GIRDER NUMBER.
(STEEL BRIDGE RAIL CURBLESS)
FASCIA DETAIL
(STEEL BRIDGE RAILING WITH SIDEWALK)
FASCIA DETAIL
(STEEL BRIDGE RAIL BRUSH CURB)
FASCIA DETAIL
(VERTICAL FACED CONCRETE PARAPET WITH SIDEWALK)
FASCIA DETAIL
#4(E) BARS @ 8"
PAY LIMIT FOR LONGITUDINAL SAWCUT GROOVING
(TYP. BOTH SIDES)
GROOVE" DETAIL
SEE "DRIP
INDICATE GIRDER SPACING AND TOTAL DIMENSION
OUT-TO-OUT WIDTH AND PAY LIMIT FOR SLAB AND WINTER SURFACE TREATMENT ITEMS
1" CHAMFER
INDICATE OVERHANG DIMENSION
(PLACED AS SHOWN)
4-#5(E) BARS IN THE SLAB TOP MAT
3-#5(E) BARS IN SIDEWALK POUR
INDICATE OVERHANG DIMENSION
INDICATE OVERHANG DIMENSIONINDICATE OVERHANG DIMENSION
INDICATE OVERHANG DIMENSION
(PLACED AS SHOWN)
4-#5(E) BARS IN THE TOP SLAB MAT
3-#5(E) BARS IN BRUSH CURB POUR
4" (MAX.)
(PLACED AS SHOWN)
3-#5(E) BARS (TOP)
(PLACED AS SHOWN)
3-#5(E) BARS (TOP)
(PLACED AS SHOWN)
3-#5(E) BARS (BOT.)
(PLACED AS SHOWN)
3-#5(E) BARS (BOT.)
(SINGLE SLOPE BARRIER SHOWN, OTHER BARRIERS SIMILAR)
FASCIA DETAIL
(PLACED AS SHOWN)
THE SLAB TOP MAT
4-#5(E) BARS IN
SIDEWALK POURSUPERSTRUCTURE SLAB
CONCRETE FOR
CLASS HP (OR HPIC)
NOT SHOWN.
SLAB, REINFORCEMENT
REINFORCED CONCRETE
CURB (TYPE F1)
GRANITE BRIDGE
CURB (TYPE F1)
GRANITE BRIDGE
GRANITE BRIDGE CURB (TYPE F1)
AND SAFETY WALKS
PAY LIMIT FOR SIDEWALKS
CONCRETE
SEALING OF STRUCTURAL
PAY LIMIT FOR PROTECTIVE
CONCRETE
SEALING OF STRUCTURAL
PAY LIMIT FOR PROTECTIVE
AND PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS
GROOVE
FASCIA TO DRIP
DECKS AROUND
ON NEW BRIDGE
STRUCTURAL CONC.
SEALING OF
FOR PROTECTIVE
EXTEND PAY LIMIT
REFER TO THE N.Y.S. BRIDGE MANUAL FOR DESIGN INFORMATION.
EPOXY-COATED BARS ARE SHOWN, OTHER CORROSION PROTECTION MAY BE USED.
FOR DETAILS OF RAILING POST BASE PLATES, SEE THE BD-RS SHEETS.
FOR DETAILS OF GRANITE BRIDGE CURB, SEE THE BD-MS SHEETS.
FOR DETAILS OF STUD SHEAR CONNECTORS, SEE THE BD-SG SHEETS.
FOR DIAPHRAGM DETAILS, SEE THE BD-SG SHEETS.
PLACEMENT.
#6(E) BARS IN OVERHANG ARE NOT SHOWN. SEE BD-SS PLAN SHEETS FOR
THE WIDTH OF THE SIDEWALK.
THE DECK KEYWAY FOR THE SIDEWALK SHALL BE APPROXIMATELY ONE-THIRD
EACH FASCIA.
- DIMENSION MUST BE CALCULATED FOR EACH INDIVIDUAL STRUCTURE AT
BD SHEETS.
FOR DETAILS OF CONCRETE BARRIERS OR STEEL RAILINGS, SEE APPROPRIATE
PURPOSES ONLY.
THE BARRIERS SHOWN IN THE TRANSVERSE SECTION ARE FOR ILLUSTRATIVE
DESIGNER NOTES:
*
TRANSVERSE SECTION
ISOTROPIC REINFORCEMENT
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S1_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
1
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS1
STA.
BRIDGE BEGINS
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
#4(E)
BA
RS
@ 8" (B
OT.)
#4(E)
BA
RS
@ 8" (B
OT.)
#4(E)
BA
RS
@ 8" (T
OP)
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
FASCIA LINE
FASCIA LINE
GIRDERS (TYP.)
HAUNCH BETWEEN
BARS @ 8" IN
#4(E) STIRRUP
ADDITIONAL #4(E) BAR (BOT.)
BETWEEN GIRDERS (TYP.)3-#4(E) BARS IN HAUNCH
ADDITIONAL #4(E) BAR (BOT.)
STATION LINE
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
STA.
BRIDGE BEGINS
4"
4"
#4(E) BARS @ 8" (TOP)
#4(E) BARS @ 8" (BOT.)
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
8"
8"4"
#4(E)
BA
RS
@ 8" (B
OT.)
4"
4"
#4(E)
BA
RS
@ 8" (T
OP)
FASCIA GIRDERc
FASCIA GIRDERc
(ALTERNATE)
#4(E) BARS @ 8" (TOP)
(ALTERNATE)
#4(E) BARS @ 8" (TOP)
#4(E) BARS @ 8" (BOT.)
#4(E) BARS @ 8" (TOP)
#4(E) BARS @ 8" (BOT.)
4"
(TY
P.)
AL
TE
RN
AT
E
LA
P
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR FASCIA LINE
STA.
END ABUT.
EXP. BRGS.c
EDGE OF CONCRETE BARRIER
9"
9"
PLUS 2"
BARRIER WIDTH
1'-0"
AND BOT.)
#4(E) (TOP
*
#4(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO #4(E)
BA
RS (T
OP)
#4(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO #4(E)
BA
RS (B
OT.)
#4(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO #4(E)
BA
RS (B
OT.)
#4(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO #4(E)
BA
RS (T
OP)
STATION LINE
SEE "DETAIL A"
*
*
*
ITEM 558.02
SAWCUT GROOVING (SY)
LONGITUDINAL
SUPERSTRUCTURE SLAB TABLE
ITEM 559.18960118
NEW DECKS (SF)
SEALING OF
PROTECTIVE
4" (M
AX.)
(TY
P.)
3"
MIN.
CO
V.
SLAB (TYP.)
EDGE OF APPROACH
(BOT.)
#4(E) BAR
(MAX.)
6"
*
STA.
END ABUT.
EXP. BRGS.c
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
ALTERNATE LAP (TYP.)
BLOCKOUT
6" JOINT
4" (M
AX.)
SLAB (TYP.)
EDGE OF APPROACH
PA
Y
LI
MIT
FO
R
SU
PE
RS
TR
UC
TU
RE
SL
AB
&
WIN
TE
R
SU
RF
AC
E
TR
EA
TM
EN
T IT
EM
**
**
**
TREATMENT (SY) ITEM 557.29
WINTER SURFACE
ITEM 557.01XX AND
SUPERSTRUCTURE SLAB (SY)
ADDITIONAL #6(E) OVERHANG BARS (TOP) - HOOKED AT FASCIA AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB
nSUPERSTRUCTURE SLAB REINFORCEMENT PLAN - SKEW > 30
ADDITIONAL #6(E) OVERHANG BARS (TOP) - HOOKED AT FASCIA AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB
n30l SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - SKEW
ADDITIONAL #6(E) OVERHANG BARS (TOP) - HOOKED AT FASCIA AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB
2'-
6"
2'-
6"
REFER TO THE TRANSVERSE SECTION DRAWING.
FOR TRANSVERSE LIMITS OF LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING ITEMS,
APPROACH SLAB
EDGE OF
SIMILAR)n 30 SHOWN, SKEW >n 30l (SKEW
JOINTLESS BRIDGE WITH CONCRETE BARRIER
CORNER DETAIL
DETAIL A
4" (M
AX.)
4" (M
AX.)
PA
Y
LI
MIT
FO
R
SU
PE
RS
TR
UC
TU
RE
SL
AB
&
WIN
TE
R
SU
RF
AC
E
TR
EA
TM
EN
T
PAY LIMIT FOR SUPERSTRUCTURE SLAB, WINTER SURFACE TREATMENT, LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING
PAY LIMIT FOR SUPERSTRUCTURE SLAB, WINTER SURFACE TREATMENT, LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING
ADDITIONAL #6(E) OVERHANG BARS (TOP) - HOOKED AT FASCIA AND DIRECTLY OVER #4(E) BARS IN THE BOTTOM OF SLAB
FASCIA GIRDERc
FASCIA GIRDERc
6"
6"
FASCIA LINE
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONCRETE BARRIER SPACED @ 8" CENTERS (MAX.) (SEE BARRIER REINF. PLAN FOR LAYOUT)
FOR PLACEMENT
(TYP.), SEE END DETAILS
ADDITIONAL END REINF.
FOR PLACEMENT
(TYP.), SEE END DETAILS
ADDITIONAL END REINFORCEMENT
(E) DENOTES EPOXY COATED BARS.
NOTED.
ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS OTHERWISE
NOTES:
A A
B B
2'-6" (TYP.)
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONC. BARRIER SPACED @ 8" (MAX.) (SEE BARRIER REIN. PLAN FOR LAYOUT)
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONC. BARRIER SPACED @ 8" (MAX.) (REFER TO BARRIER REIN. PLAN FOR LAYOUT)
8"
8"
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONC. BARRIER SPACED @ 8" (MAX.) (SEE BARRIER REINF. PLAN FOR LAYOUT)
C C
D D
4"v( MAX.)
STA.
BEG. ABUT.
FIXED BRGS.c
(ALTERNATE)#4(E) B
ARS @ 8", ( MAX.) (TOP) - HOOKED AT FASCIA
#4(E) BARS @ 8",
( MAX.) (BOT.)
(ALTERNATE)#4(E) B
ARS @ 8" ( MAX.) (TOP) - HOOKED AT FASCIA
#5(E) BAR MIN. LAP (TYP.)
#4(E) BAR MIN. LAP (TYP.)
4" ( MAX.)*
STA.
BEG. ABUT.
FIXED BRGS.c
#5(E) BAR MIN. LAP (TYP.)
#4(E) BAR MIN. LAP (TYP.)
OF CONCRETE BARRIER
HEADER ENDING AT FACE
OF CONCRETE BARRIER
HEADER ENDING AT FACE
OF CONCRETE BARRIER
HEADER ENDING AT FACE
OF CONCRETE BARRIER
HEADER ENDING AT FACE
BLOCKOUT6" J
OINT
0"
0"
0"
0"
0"
0"
MAIN REINFORCEMENT NOT SHOWN.
NOTE:
AT FASCIA COVER.
BARLIST & #4(E) BAR (BOT.) TO STOP
SLAB ITEM AND INCLUDED IN THE SLAB
PAID FOR UNDER THE SUPERSTRUCTURE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
ITEM 559.16960118
CONCRETE (SF)
SEALING OF STRUCTURAL
PROTECTIVE
AND BD-SS5
DETAILS ON BD-SS4
SUPERSTRUCTURE SLAB END
END REINFORCEMENT, SEE
FOR ADDITIONAL REQUIRED
PROVIDE QUANTITIES BY STAGE OR PLACEMENT.
WHEN NECESSARY, THE SUPERSTRUCTURE SLAB TABLE SHALL BE MODIFIED TO
THE USE OF OTHER BAR TYPES.
EPOXY COATED BARS ARE SHOWN, SEE THE BRIDGE MANUAL FOR GUIDANCE ON
FOR REINFORCEMENT DETAILS OF BRUSH CURB OR SIDEWALK, SEE BD-SS1.
FOR REINFORCEMENT DETAILS OF BARRIERS, SEE BD-RCBE SERIES.
HEADER, SEE BD-SS7.
SEE BD-SS6. FOR SECTIONS A-A, B-B, C-C AND D-D WITH MODULAR JOINT
FOR SECTIONS A-A, B-B, C-C AND D-D WITH ARMORLESS JOINT HEADER,
, SEE BD-SS4, BD-SS5, BD-SS6, BD-SS7.nSKEWS > 30
FOR ADDITIONAL BARS REQUIRED IN THE END REGION OF THE SLAB FOR
OF THE SKEW ANGLE.
THE SPACING OF THESE BARS MUST BE MULTIPLIED BY THE COSINE SQUARED
RAILING/BARRIER. SEE BD-SS1 FOR DETAILS.
THE OVERHANG AREA OF THE SLAB IS DETERMINED BY THE TYPE OF
THE NUMBER OF THE ADDITIONAL LONGITUDINAL BARS AND ANCHOR BARS IN
REPRESENT THE USE OF A SINGLE SLOPE CONCRETE BARRIER.
THE REINFORCEMENT IN THE OVERHANG AREAS ON THIS EXAMPLE DRAWING
STOCK LENGTH BARS (40'-0" OR 60'-0") SHOULD BE USED WHENEVER POSSIBLE.
END AND ARMORLESS JOINT SYSTEM AT EXPANSION END.
REINFORCEMENT PLANS ON THIS DRAWING SHOW JOINTLESS DETAILS AT FIXED
DESIGNER NOTES:
DETAILS ON BD-SS4 & BD-SS5
SUPERSTRUCTURE SLAB END
REINFORCEMENT, SEE
FOR ADDITIONAL REQUIRED END
BD-S
S2_2019-
R0
E0.d
gn
SIMPLE SPAN BRIDGES
ISOTROPIC REINFORCEMENT PLANS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S2_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS2
#4(E) BARS @ 8" ( MAX.) (TOP) - HOOKED AT FASCIA
(ALTERNATE)
#4(E) BARS @ 8" ( MAX.) (BOT.)
RAILING (X SETS OF 7)
ANCHORAGE OF STEEL BRIDGE
#5(E) BARS IN OVERHANG FOR
RAILING (X SETS OF 7)
ANCHORAGE OF STEEL BRIDGE
#5(E) BARS IN OVERHANG FOR
4"
4"
FASCIA LINE
FASCIA LINE
STATION LINE
GIRDERS (TYP.)
IN HAUNCH BETWEEN
#4(E) STIRRUP BARS @ 8"
GIRDERS (TYP.)
IN HAUNCH BETWEEN
#4(E) STIRRUP BARS @ 8"
*
*
*
MIN. LAP (TYP.)
#5(E) BAR
(X SETS
OF
Y)
#4(E)
BARS
@ 8" (B
OT.)
4"
4"
MIN. LAP (TYP.)
#4(E) BAR
FASCIA LINE
(OVE
R PIE
R)
AD
DITIO
NAL (E)
BARS (T
OP)
(BOTT
OM)
#4(E)
BARS (L
AP T
O #4(E)
BARS)
FASCIA LINE
#4(E) BARS @ 8" (BOT.)
ADDITIONAL #6(E) OVERHANG BARS @ 8" (TOP)v-vHOOKED AT FASCIA
(ALTERNATE)
ADDITIONAL #6(E) OVERHANG BARS @ 8" (TOP)v-vHOOKED AT FASCIA
(ALTERNATE)
GIRDERS (TYP.)
IN HAUNCH BETWEEN
#4(E) STIRRUP BARS @ 8"GIRDERS (TYP.)
IN HAUNCH BETWEEN
#4(E) STIRRUP BARS @ 8"
ALTERNATE LAP (TYP.)
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
*
STATION LINE
LONGEST FASCIA GIRDER.
MEASURED ALONG CENTERLINE OF
SPACING FOR TRANSVERSE BARS ARE
NOTE:
ADDITIONAL #4(E) BAR (BOT.)
ADDITIONAL #4(E) BAR (BOT.)
**
WIN
TE
R
SU
RF
AC
E
TR
EA
TM
EN
T IT
EM
PA
Y
LI
MIT
FO
R
SU
PE
RS
TR
UC
TU
RE
SL
AB
AN
D
0" (TYP.)
PIER, STA.
FIXED BRGS.c
RAILING (LAP TO #5(E) BARS)
ANCHORAGE OF STEEL BRIDGE
#5(E) BARS IN OVERHANG FOR
RAILING (LAP TO #5(E) BARS)
ANCHORAGE OF STEEL BRIDGE
#5(E) BARS IN OVERHANG FOR
STA.
END ABUT.
EXP. BRGS.c
0" (TYP.)
*
*
4" (M
AX.)
4" (M
AX.)
LAP (TYP.)
ALTERNATE
STA.
BEG. ABUT.
EXP. BRGS.c STA.
END ABUT.
EXP. BRGS.c
STA.
PIER 1,
FIXED BRGS.c
BLOCKOUT
6" JOINT
*
*
BLOCKOUT
6" JOINT
ITEM 558.02
SAWCUT GROOVING (SY)
LONGITUDINAL
SUPERSTRUCTURE SLAB TABLE
ITEM 559.18960118
NEW DECKS (SF)
SEALING OF
PROTECTIVE
**
TREATMENT (SY) ITEM 557.29
WINTER SURFACE
ITEM 557.01XX AND
SUPERSTRUCTURE SLAB (SY)
REFER TO THE TRANSVERSE SECTION DRAWING.
FOR TRANSVERSE LIMITS OF LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING ITEMS,
(TYP.)
#5(E) BAR MIN. LAP
(TYP.)
#4(E) BAR MIN. LAP
4" ( MAX.)
4" ( MAX.)
STA.
BEG. ABUT.
EXP. BRGS.c
ADDITIONAL #4(E) BAR (BOT.)
ADDITIONAL #4(E) BAR (BOT.)
BAR (BOT.)
ADDITIONAL #4(E)
#4(E) BARS @ 8" ( MAX.) (TOP) - HOOKED AT FASCIA (ALTERNATE)
BAR (BOT.)
ADDITIONAL #4(E)
AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB
(X SETS OF 6)
PARAPET ON SIDEWALK
ANCHORAGE OF CONCRETE
#5(E) BARS IN OVERHANG FOR
(X SETS
OF
Y)
#4(E)
BARS
@ 8" (T
OP)
STA.
PIER 2,
EXP. BRGS.c
(TOP)
#4(E)
BARS (A
LT.
& L
AP T
O #4(E)
BARS)
4"v( MAX.)
BAR (BOT.)
ADDITIONAL #4(E)
(LAP TO #5(E) BARS)
PARAPET ON SIDEWALK
ANCHORAGE OF CONCRETE
#5(E) BARS IN OVERHANG FOR
AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB
0" (TYP.)
SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - CURVED SUPERSTRUCTURE - NO SKEW
(E) DENOTES EPOXY COATED BARS.
OTHERWISE NOTED.
ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS
NOTES:
n30l SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - STRAIGHT SUPERSTRUCTURE - SKEW
4" (M
AX.)
4" (M
AX.)
PAY LIMIT FOR SUPERSTRUCTURE SLAB, WINTER SURFACE TREATMENT, LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING
ADDITIONAL #6(E) OVERHANG BARS (TOP) - HOOKED AT FASCIA AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB
ADDITIONAL #6(E) OVERHANG BARS (TOP) - HOOKED AT FASCIA AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB
AT FASCIA COVER.
BARLIST & #4(E) BAR (BOT.) TO STOP
SLAB ITEM AND INCLUDED IN THE SLAB
PAID FOR UNDER THE SUPERSTRUCTURE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
AT FASCIA COVER.
AND #4(E) BAR (BOT.) TO STOP
INCLUDED IN THE SLAB BARLIST
SUPERSTRUCTURE SLAB ITEM AND
PAID FOR UNDER THE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
AT FASCIA COVER.
BARLIST & #4(E) BAR (BOT.) TO STOP
SLAB ITEM AND INCLUDED IN THE SLAB
PAID FOR UNDER THE SUPERSTRUCTURE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
RAILING (LAP TO #5(E) BARS)
ANCHORAGE OF STEEL BRIDGE
#5(E) BARS IN OVERHANG FOR
TO STOP AT FASCIA COVER.
BARLIST AND #4(E) BAR (BOT.)
AND INCLUDED IN THE SLAB
SUPERSTRUCTURE SLAB ITEM
COVER PAID FOR UNDER THE
(TOP) TO STOP AT BLOCKOUT
#4(E) BAR IN JOINT HEADER
BLOCKOUT (TYP.)6" JOINT
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
4" ( MAX.)
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#4(E)
BARS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#4(E)
BARS
@ 2'-
0"
MA
X.
SP
ACIN
G
INDICATE DIMENSION
(OVE
R PIE
R)
AD
DITIO
NAL (E)
BARS (T
OP)
RAILING (X SETS OF 7)
ANCHORAGE OF STEEL BRIDGE
#5(E) BARS IN OVERHANG FOR
MEASURED PERPENDICULAR TO THE SKEW.
SPACING FOR TRANSVERSE BARS ARE
NOTE:
FACE OF CURB (TYP.)
HEADER ENDING AT
A A
B B
**
WIN
TE
R S
URF
ACE T
RE
AT
ME
NT IT
EM
PA
Y LIMIT F
OR S
UPE
RST
RUCT
URE SL
AB
&
FACE OF CURB (TYP.)
HEADER ENDING AT
)TUOYAL ROF NALP TNEMECROFNIER KLAWEDIS OT REFER( ).XAM( SRETNEC "0-'1 @ DECAPS KLAWEDIS ROF BALS NI SRAB PURRITS )E(5#
)TUOYAL ROF NALP TNEMECROFNIER REIRRAB OT REFER( ).XAM( SRETNEC "8 @ DECAPS TEPARAP ETERCNOC ROF BALS NI SRAB ROHCNA )E(6#
GNILAES EVITCETORP DNA GNIVOORG TUCWAS LANIDUTIGNOL ,TNEMTAERT ECAFRUS RETNIW ,BALS ERUTCURTSREPUS ROF TIMIL YAP
OF OUTSIDE GIRDER) -vHOOKED AT FASCIAc #4(E) BARS @ 8" (TOP) MEASURED ALONG
#4(E) BARS @ EQUAL SPACES (TOP)v-vHOOKED AT FASCIA
ITEM 559.16960118
CONCRETE (SF)
SEALING OF STRUCTURAL
PROTECTIVE
TO PROVIDE QUANTITIES BY STAGE OR PLACEMENT.
WHEN NECESSARY, THE SUPERSTRUCTURE SLAB TABLE SHALL BE MODIFIED
ON THE USE OF OTHER BAR TYPES.
EPOXY-COATED BARS ARE SHOWN, SEE THE BRIDGE MANUAL FOR GUIDANCE
FOR SECTIONS A-A AND B-B WITH MODULAR JOINT HEADER, SEE BD-SS7.
FOR SECTIONS A-A AND B-B WITH ARMORLESS JOINT HEADER, SEE BD-SS6.
FOR REINFORCEMENT DETAILS OF BRUSH CURB OR SIDEWALK, SEE BD-SS1.
FOR REINFORCEMENT DETAILS OF BARRIERS, SEE BD-RCBE SERIES.
SQUARED OF THE SKEW ANGLE.
THE SPACING OF THESE BARS MUST BE MULTIPLIED BY THE COSINE
RAILING/BARRIER. SEE BD-SS1 FOR DETAILS.
THE OVERHANG AREA OF THE SLAB IS DETERMINED BY THE TYPE OF
THE NUMBER OF THE ADDITIONAL LONGITUDINAL BARS AND ANCHOR BARS IN
POSSIBLE.
STOCK LENGTH BARS (40'-0" OR 60'-0") SHOULD BE USED WHENEVER
SUPERSTRUCTURE SLAB WILL BE INCLUDED IN THE SLAB ITEM.
BRUSH CURB OR SIDEWALK REINFORCEMENT BARS ORIGINATING IN THE
ENDS OF SLAB ARE SHOWN FOR ARMORLESS JOINT DETAILS.
DESIGNER NOTES:
CONTINUOUS SPAN BRIDGES
ISOTROPIC REINFORCEMENT PLANS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S3_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS3
(OV
ER
PIE
R)
AD
DITIO
NA
L (E)
BA
RS (T
OP)
(TO
P)
#4(E)
BA
RS (A
LT.
&
LA
P
TO #4(E)
BA
RS)
(BO
TT
OM)
#4(E)
BA
RS (A
LT.
&
LA
P
TO #4(E)
BA
RS)
(X
SE
TS
OF
Y)
#4(E)
BA
RS
@ 8" (T
OP)
(X
SE
TS
OF
Y)
#4(E)
BA
RS
@ 8" (B
OT.)
OF FASCIA GIRDERc
FASCIA LINE
FASCIA LINE
3-#4(E)
BARS @
4"
END OF SLAB
AD
DITIO
NA
L #4(E)
BA
RS
@ 8"
(HOOKED AT FASCIA)
#6(E) BARS @ 4" (MAX.)
ADDITI
ONAL SL
AB REI
NFORCEMENT
ONE GI
RDER SP
ACE, LIMIT
S OF
4" 8" 8"
MIN.
LAP
2'-6
"
#4(E) BAR
#4(E) BAR
#4(E) BAR
SP
ACIN
G
•
GIR
DE
R
STATION LINE
FASCIA LINE
END OF SLAB
OF FASCIA GIRDERc
OF FASCIA GIRDERc
@ 8" (LAPvTOv#6(E) BARS)
ADDITIONAL #4(E) BARS
(LAP TO #6(E) BARS)
ADDITIONAL #4(E) BARS @ 8"
AD
DITIO
NA
L #4(E)
BA
RS
@ 8"
8"8"
FASCIA LINE
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
(E) DENOTES EPOXY COATED BARS.
NOTED.
ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS OTHERWISE
NOTES:
LA
P (T
YP.)
2'-
6"
MIN.
6"
6"
(HOOKED
AT FAS
CIA)
#6(E)
BARS @
4" (
MAX.)
SYSTEM
BLOCKOUT
6" A
RMORLESS JOI
NT
STA.
BEG. ABUT.
FIXED BRGS.c
(TY
P.)
2'-
6"
MIN.
(TY
P.)
2'-
6" (M
IN.)
STA.
END ABUT.
EXP. BRGS.c
OVERHANG, SEE BD-SS1.
FOR PLACEMENT OF THE LONGITUDINAL BARS IN
S.I.R. = STANDARD ISOTROPIC REINFORCEMENT.
DESIGNER NOTES:
PAID FOR UNDER SLAB ITEM.
#4(E) BAR IN JOINT HEADER.
MIN.
LAP
2'-6
"
ADDITIONAL #4(E) BARS @ 8"
@ 8"
ADDITIONAL #4(E) BARS
SPACING AND PLACEMENT
SEE BD-SS2 FOR
REINFORCEMENT (S.I.R),
STANDARD ISOTROPIC
(LAP TO #6(E) BARS)
ADDITIONAL #4(E) BARS @ 8"
(LAP TO #6(E) BARS)
ADDITIONAL #4(E) BARS @ 8"
ARMORLESS JOINT SYSTEM (1 OF 2)
ISOTROPICvREINFORCEMENT END DETAILS
SUPERSTRUCTUREvSLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S4_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS4
OF FASCIA GIRDERc OF FASCIA GIRDERc
STATION LINE
ADDITI
ONAL SL
AB REI
NFORCEMENT
ONE GI
RDER SP
ACE, LIMIT
S OF
LA
P (T
YP.)
2'-
6"
MIN.
SP
ACIN
G
•
GIR
DE
R
nSKEWS > 30
(TOP REINFORCEMENT MAT SHOWN)
PARTIAL PLANS
CH
AM
FE
R
3"
CH
AM
FE
R
3"
SPACING AND PLACEMENT
SEE BD-SS2 FOR
REINFORCEMENT (S.I.R),
STANDARD ISOTROPIC
OF FASCIA GIRDERc
FASCIA LINE
FASCIA LINE
END OF SLAB
AD
DITIO
NA
L #4(E)
BA
RS
@ 8"
ADDITI
ONAL SL
AB REI
NFORCEMENT
ONE GI
RDER SP
ACE, LIMIT
S OF
4" 8" 8"
MIN.
LAP
2'-6
"
#4(E) BAR
#4(E) BAR
#4(E) BAR
SP
ACIN
G
•
GIR
DE
R
STATION LINE
FASCIA LINE
END OF SLAB
OF FASCIA GIRDERc OF FASCIA GIRDERc
AD
DITIO
NA
L #4(E)
BA
RS
@ 8"
FASCIA LINE
MIN.
LAP
ALT. 2'-6
"
8" 8"
BETWEEN GI
RDERS (
TYP.)
3-#4(E)
BARS I
N HAUNCH
(E) DENOTES EPOXY COATED BARS.
NOTED.
ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS OTHERWISE
NOTE:
#4(E)
BA
RS
@ 8"
(TY
P.)
3"
MIN.
CO
V.
STA.
BEG. ABUT.
FIXED BRGS.c
SLAB (TYP.)
EDGE OF APPROACH
BARS @ 8"
ADDITIONAL #4(E)
ADDITIONAL #4(E) BARS @ 8"
ADDITIONAL #4(E) BARS @ 8"
6"
6"
4"
ADDITIONAL #4(E) BARS @ 8"
BARS @ 8"
ADDITIONAL #4(E)
@ 4" (
MAX.)
#4(E)
BARS
@ 4" (
MAX.)
4-#4(E)
BARS
(TY
P.)
2'-
6" (M
IN.)
STA.
END ABUT.
EXP. BRGS.c
@ 4" (
MAX.)
#4(E)
BARS
ADDITIONAL #4(E) BARS @ 8"
SPACING AND PLACEMENT
SEE BD-SS2 FOR
REINFORCEMENT (S.I.R),
STANDARD ISOTROPIC
OVERHANG, SEE BD-SS1.
FOR PLACEMENT OF THE LONGITUDINAL BARS IN
S.I.R. = STANDARD ISOTROPIC REINFORCEMENT.
DESIGNER NOTES:
ARMORLESS JOINT SYSTEM (2 OF 2)
ISOTROPIC REINFORCEMENT END DETAILS
SUPERSTRUCTUREvSLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S5_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS5
OF FASCIA GIRDERc OF FASCIA GIRDERc
STATION LINE
ADDITI
ONAL SL
AB REI
NFORCEMENT
ONE GI
RDER SP
ACE, LIMIT
S OF
SP
ACIN
G
•
GIR
DE
R
BETWEEN GIRDERS (TYP.)
@ 8" IN HAUNCH
#4(E) STIRRUP BARS
nSKEWS > 30
(BOTTOM REINFORCEMENT MAT SHOWN)
PARTIAL PLANS
CH
AM
FE
R
3"
CH
AM
FE
R
3"
SPACING AND PLACEMENT
SEE BD-SS2 FOR
REINFORCEMENT (S.I.R),
STANDARD ISOTROPIC
TO END OF SLAB
SPACED PERPENDICULAR
3-#4(E) BARS @ 4",
COV.
2"
4"
(LAP TO #6(E) BARS)
ADDITIONAL #4(E) BARS @ 8"
(LAP TO #6(E) BARS)
ADDITIONAL #4(E) BARS @ 8"
ADDITIONAL REINFORCEMENT ZONE - ONE GIRDER SPACE (PERPENDICULAR FROM END OF SLAB)
8"
SPACED AS SHOWN
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
PERPENDICULAR TO END OF SLAB
4-#4(E) BARS @ 4", SPACED
DEPTH IS GREATER THAN 1'-6"
STIRRUP IF END OF SLAB
THIS LEG REQUIRED IN HAUNCH
ADDITIONAL #4(E) BARS @ 8" ADDITIONAL #4(E) BARS @ 8"
#4(E) BARS @ 8" (S.I.R.)#4(E) BARS @ 8" (S.I.R.)
8"
8"
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
PERPENDICULAR TO GIRDER
REINFORCEMENT ZONE ONLY, SPACED
#4(E) BARS @ 4", IN ADDITIONAL
2" COV. (MIN.)
VARIES
SECTION C-C
COV.
2"
ADDITIONAL #4(E) BARS @ 8"
#4(E) BARS @ 8" (S.I.R.)
8"
PERPENDICULAR TO GIRDER.
REINFORCEMENT ZONE ONLY, SPACED
#4(E) BARS @ 4", IN ADDITIONAL
SECTION D-D
4"8"
ALT. & LAP TO 4(E) BARS
#4(E) BARS @ 8" (S.I.R.)
ADDITIONAL REINFORCEMENT ZONE - ONE GIRDER SPACE (PERPENDICULAR FROM END OF SLAB)
ADDITIONAL #4(E) BARS @ 8"
8"
ALT. & LAP TO #4(E) BARS
#4(E) BARS @ 8" (S.I.R.)
4"
4"
4"
SPACED AS SHOWN
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
v
2" COV.
SECTION B-B
#4(E) BAR
SECTION A-A
v
2" COV.
4"
6"
6"
6"
#4(E) BAR
ADDITIONAL
#4(E) BAR
GREATER THAN 1'-6"
OF SLAB DEPTH IS
HAUNCH STIRRUP IF END
THIS LEG REQUIRED IN
2" COV.
6"
2" COV.
6"6"
2" COV.
6"
6"
#4(E) BARS @ 8" (S.I.R.)
3"
CO
V.
4"
4"
EMB.
1'-0" MIN.
#4(E) BAR IN JOINT HEADER
3"
CO
V.
EMB.
1'-0" MIN.
3"
CO
V.
1•
"
CO
V.
EMB.
1'-0" MIN.
#4(E) BAR IN JOINT HEADERMAX. SPACING
#4(E) BAR @ 2'-0"
MAX. SPACING
#4(E) BAR @ 2'-0"
MAX. SPACING
#4(E) BAR @ 2'-0"
EMB.
1'-0" MIN.
MAX. SPACING
#4(E) BAR @ 2'-0"
3"
CO
V.
#4(E) BARS @ 8" (S.I.R.)
2" COV.
JOINT HEADER
#4(E) BAR INJOINT HEADER
#4(E) BAR IN
SPACED PERPENDICULAR TO END OF SLAB
#6(E) BARS @ 4" (MAX.) (HOOKED)
#4(E) BARS @ 8" (S.I.R.)
1•
"
CO
V.
SPACED PERPENDICULAR TO END OF SLAB
#4(E) BARS @ 4" (MAX.)
SEE BD-SS2.
FOR LOCATION OF SECTIONS A-A, B-B, C-C, AND D-D,
S.I.R. = STANDARD ISOTROPIC REINFORCEMENT.
DESIGNER NOTES:
(HOOKED AT FASCIA)
#4(E) BARS @ 8" (S.I.R.)
(HOOKED AT FASCIA)
#4(E) BARS @ 8" (S.I.R.)
(HOOKED AT FASCIA)
ADDITIONAL #6(E) OVERHANG BARS @ 8" (TOP)
(HOOKED AT FASCIA)
ADDITIONAL #6(E) OVERHANG BARS @ 8" (TOP)
#4(E) BARS @ 8" (S.I.R.) (HOOKED AT FASCIA)
ALTERNATE LAP TO #4(E) BARS
#4(E) BARS @ 8" (S.I.R.) (HOOKED AT FASCIA)
#4(E) BARS @ 8" (S.I.R.) (HOOKED AT FASCIA)
DENOTES BARS PLACED PARALLEL TO THE SKEW.
(E) DENOTES EPOXY COATED BARS.
NOTE:
#5(E) BARS
#5(E) BARS
#4(E) BARS @ 8" (S.I.R)
ARMORLESS JOINT SYSTEM
ISOTROPIC REINFORCEMENT SECTIONS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S6_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS6
COV.
2"
4"
(LAP TO #6(E) BARS)
ADDITIONAL #4(E) BARS @ 8"
(LAP TO #6(E) BARS)
ADDITIONAL #4(E) BARS @ 8"
ADDITIONAL REINFORCEMENT ZONE - ONE GIRDER SPACE (PERPENDICULAR FROM END OF SLAB)
8"
4"
SPACED AS SHOWN.
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
ADDITIONAL #4(E) BARS @ 8" ADDITIONAL #4(E) BARS @ 8"
#4(E) BARS @ 8" (S.I.R.)#4(E) BARS @ 8" (S.I.R.)
8"
8"
CO
V.
3"
CO
V.
1•
"
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
PERPENDICULAR TO GIRDER.
REINFORCEMENT ZONE ONLY, SPACED
#4(E) BARS @ 4", IN ADDITIONAL
SECTION C-C
4"
2" COV.
SECTION D-D
ALT. & LAP TO #4(E) BARS
#4(E) BARS @ 8" (S.I.R.) 8"
ADDITIONAL REINFORCEMENT ZONE - ONE GIRDER SPACE (PERPENDICULAR FROM END OF SLAB)
PERPENDICULAR TO GIRDER.
REINFORCEMENT ZONE ONLY, SPACED
#4(E) BARS @ 4", IN ADDITIONAL
CO
V.
3"
8"
#4(E) BARS @ 8" (S.I.R.)8"
ALT. & LAP TO #4(E) BARS
#4(E) BARS @ 8" (S.I.R.)
ADDITIONAL #4(E) BARS @ 8" 4"
4"
COV.
2"
TO END OF SLAB.
SPACED PERPENDICULAR
6-#4(E) BARS @ 4" (MAX.)
2" COV.
4"
SPACED AS SHOWN
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
CO
V.
1•
"
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
CO
V.
3" 4(E) BARS @ 8" (S.I.R)
SECTION A-A
SYSTEM SUPPORTS.
INTERFERING WITH JOINT
INDIVIDUAL BARS IF
PERMISSIBLE TO CUT-OFF
CO
V.
3"
SECTION B-B
4"
4(E) BARS @ 8" (S.I.R)
2" COV.
TO END OF SLAB.
SPACED PERPENDICULAR
6-#4(E) BARS @ 4" MAX.
2" COV.
2" COV.
#4(E) BARS @ 8" (S.I.R.) 4"TO END OF SLAB
SPACED PERPENDICULAR
(TOP & BOTTOM)
3-#4(E) BARS @ 4"
#4(E) BARS @ 8" (S.I.R.)
BARS @ 8"
ADDITIONALv#4(E)
SPACED PERPENDICULAR TO END OF SLAB
#6(E) BARS @ 4" (MAX.) (HOOKED)
SPACED PERPENDICULAR TO END OF SLAB
#4(E) BARS @ 4" (MAX.)
(HOOKED AT FASCIA)
ADDITIONAL #6(E) OVERHANG BARS @ 8" (TOP)
(HOOKED AT FASCIA)
#4(E) BARS @ 8" (S.I.R.)
(HOOKED AT FASCIA)
ALTERNATE LAP TO #4(E) BARS
#4(E) BARS @ 8" (S.I.R.) (HOOKED AT FASCIA)
#4(E) BARS @ 8" (S.I.R.) (HOOKED AT FASCIA)
2" COV.
SYSTEM SUPPORTS.
INTERFERING WITH JOINT
INDIVIDUAL BARS IF
PERMISSIBLE TO CUT-OFF
*
*
*
*
*
WITH JOINT SYSTEM SUPPORTS.
INDIVIDUAL BARS IF INTERFERING
PERMISSIBLE TO CUT-OFF
WITH JOINT SYSTEM SUPPORTS.
INDIVIDUAL BARS IF INTERFERING
PERMISSIBLE TO CUT-OFF
SYSTEM BLOCKOUT
2'-0" ASSUMED JOINTSYSTEM BLOCKOUT
2'-0" ASSUMED JOINT
SYSTEM BLOCKOUT
2'-0" ASSUMED JOINT
SYSTEM BLOCKOUT
2'-0" ASSUMED JOINT
NECESSARY, TO ACCOMMODATE JOINT SYSTEM CHOSEN.
CONTRACTOR SHALL ADJUST JOINT BLOCKOUT IF
(E) DENOTES EPOXY COATED BARS.
NOTE:
THE JOINT SYSTEM.
THE UNIT PRICE BID FOR
COST TO BE INCLUDED IN
BLOCKOUT WHERE POSSIBLE.
TO END OF SLAB IN JOINT
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
THE JOINT SYSTEM.
THE UNIT PRICE BID FOR
COST TO BE INCLUDED IN
BLOCKOUT WHERE POSSIBLE.
TO END OF SLAB IN JOINT
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
THE JOINT SYSTEM.
THE UNIT PRICE BID FOR
COST TO BE INCLUDED IN
BLOCKOUT WHERE POSSIBLE.
TO END OF SLAB IN JOINT
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
THE JOINT SYSTEM.
THE UNIT PRICE BID FOR
COST TO BE INCLUDED IN
BLOCKOUT WHERE POSSIBLE.
TO END OF SLAB IN JOINT
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
(S.I.R.) (HOOKED AT FASCIA)
#4(E) BARS @ 8" ( vMAX.) SPACED PERPENDICULAR TO END OF SLAB**
(S.I.R.)
#4(E) BARS @ 8" ( vMAX.) SPACED PERPENDICULAR TO END OF SLAB
(S.I.R.) (HOOKED AT FASCIA)
#4(E) BARS @ 8" ( vMAX.) SPACED PERPENDICULAR TO END OF SLAB
(S.I.R.)
#4(E) BARS @ 8" ( vMAX.) SPACED PERPENDICULAR TO END OF SLAB
**
**
**
HOOKED AT FASCIA AND DIRECTLY OVER #4(E) BOT. BARS
ADDITIONAL #6(E) OVERHANG BARS (TOP)
vBY THE COSINE SQUARED OF THE SKEW ANGLE.
vTHE SPACING OF THESE BARS MUST BE MULTIPLIED
SEE BD-SS2.
FOR LOCATION OF SECTIONS A-A, B-B, C-C, AND D-D,
S.I.R. = STANDARD ISOTROPIC REINFORCEMENT.
DESIGNER NOTES:
**
MULTICELL MODULAR JOINT SYSTEM
ISOTROPIC REINFORCEMENT SECTIONS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S7_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS7
0.9 L20.8 L20.7 L20.6 L20.5 L20.4 L20.3 L20.2 L20.1 L20.9 L10.8 L10.7 L10.6 L10.5 L10.4 L10.3 L10.2 L10.1 L1
GIR
DE
R
A REQ'D BOTTOM OF SLAB ELEVATION
B TOP OF STEEL EL. (FIELD MEASURE)
C = A - B
D CONCRETE + S.D.L. DEFLECTION
ABUT.
BEGIN.
BRGS.
OFc
PIER
BRGS.
OFc
ABUT.
END
BRGS.
OFc
HAUNCH TABLE
E DEPTH OF HAUNCH REQ'D = C + D (ft.)
SETTING THE BOTTOM FORMWORK OF THE DECK.
WITH THE COMPLETED HAUNCH TABLE PRIOR TO
THE CONTRACTOR SHALL PROVIDE THE ENGINEER
NOTE:
(TYP.)
9"
A
2" COV.
" (MIN.) COV.211
3•" (MIN.) COV.
#4(E) BARS @ 1'-6"
REINFORCED GIRDER HAUNCH DETAIL
2" COV.
6" (MIN.)
(MIN.)
9"
STIFFENER
BEARING
JOINT OPENING & DESIGN MOVEMENT
CLEAR JOINT OPENING DETERMINED BY
OF JOINTc
OF BEARINGSc
(SEE NOTE "A")
END DIAPHRAGM
(MIN.)
9"
STIFFENER
BEARING
JOINT OPENING & DESIGN MOVEMENT
CLEAR JOINT OPENING DETERMINED BY
OF JOINTc
OF BEARINGSc
(SEE NOTE "A")
END DIAPHRAGM
6"
ARMORLESS JOINTS
END DIAPHRAGM HAUNCH DETAIL
6"
DEPTH OF HAUNCH vEv IN TABLE
OF SLAB ELEVATION
THEORETICAL BOTTOM
DEPTH OF HAUNCH vEv IN TABLE
OF SLAB ELEVATION
THEORETICAL BOTTOM
**
FLANGE WIDTH < 1'-4" 1'-4" w vFLANGE WIDTH
GIRDER HAUNCH DETAIL
(MIN.)
9"
STIFFENER
BEARING
JOINT OPENING & DESIGN MOVEMENT
CLEAR JOINT OPENING DETERMINED BY
OF JOINTc
OF BEARINGSc
(SEE NOTE "A")
END DIAPHRAGM
X X
3" COV.
2" COV.
3'-0" 3'-0"
JOINTLESS ABUTMENTS
REINFORCEMENT DETAIL FOR
FULL DEPTH FORMED JOINT
THE APPROACH SLAB ITEM.
PAYMENT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
728-06, SHALL BE PLACED ON TOP OF THE BACKWALLS.
SHEETS, TREATED BOTH SIDES), MATERIAL SPECIFICATION
COMPRESSED SYNTHETIC SHEET GASKET (TWO ˆ" THICK
TOP OF BACKWALLS SHALL BE STEEL TROWEL FINISHED.
KEY
AS PER SPEC. 557-3.06.
PREPARE EXISTING SURFACESNECESSARY OR AS INDICATED)
CONSTRUCTION JOINT (WHERE
SECOND POUR FIRST POUR
SLAB REINFORCEMENT
TRANSVERSE CONSTRUCTION JOINT IN SLAB
LAP2" 2"
CLOSURE POURSECOND POUR FIRST POUR
NECESSARY OR AS INDICATED)
CONSTRUCTION JOINT (WHERE
pWEB TOP FLANGE
HAUNCH
AS PER SPEC. 557-3.06.
PREPARE EXISTING SURFACES
KEY (TYP.)
LONGITUDINAL CONSTRUCTION JOINT IN SLAB
**
•"
1‚
"
COLD JOINT
Š" SEALANT
Š" RECESS
†"
JOINT RECESS DETAIL
THE APPROACH SLAB.
INCLUDED IN THE UNIT PRICE BID FOR
OF APPROX. Š". PAYMENT TO BE
POUR THE SILICONE SEALANT TO A DEPTH
ROD IN THE BOTTOM OF THE RECESS.
†" DIA. SOFT CLOSED CELL BACKER
PRIMER, AND ALLOW TO DRY. PLACE A
THE MANUFACTURER'S RECOMMENDED
RECESS. PRIME THE VERTICAL FACES WITH
AIR BLOW THE RESIDUE FROM THE
OF THE RECESS BY ABRASIVE BLAST, AND
BEFORE IT DRIES. CLEAN THE VERTICAL FACES
CUTTING TO REMOVE ANY RESIDUAL SLURRY
CUT, WATER BLAST IMMEDIATELY FOLLOWING
ITEM 567.51000016. IF THE RECESS IS SAW
THE DEPARTMENT'S APPROVED LIST FOR
JOINT MATERIAL, SILICONE SEALANT, FROM
FILL THE RECESS WITH A STRUCTURAL
‚" CHAMFER
GRIND EDGE TO
FOR MULTI-CELL MODULAR JOINTS
END DIAPHRAGM HAUNCH DETAIL
ALTERNATIVE. (SEE THE BRIDGE MANUAL FOR DESIGN INFORMATION).
WHERE EPOXY-COATED BARS ARE SHOWN, GALVANIZED OR STAINLESS STEEL BARS MAY BE USED AS
2" MINIMUM SHOWN FOR DESIGN PURPOSES ONLY.
IN THE CONTRACT PLANS.
SHOW THE ACTUAL "H" DIMENSION USED IN THE DESIGN ON THE PLANS. DO NOT CALL OUT 2" MINIMUM
OF THE SLAB ELEVATION TO TOP OF STEEL.
FOR ROLLED BEAMS, THE "H" DIMENSION FOR THE HAUNCH IS MEASURED FROM THE THEORETICAL BOTTOM
DEPENDING UPON THE PURPOSE FOR WHICH THE JOINT IS NEEDED.
THE LONGITUDINAL JOINT IN THE SLAB MAY BE LOCATED AS SHOWN OR OVER THE GIRDER FLANGE
THE HAUNCH DEPTH VARIES.
EXCEEDS 4". THE DIMENSION NOTED AS "A" SHOULD BE SUCH THAT THE SAME BAR CAN BE USED WHEN
THE REINFORCED GIRDER HAUNCH DETAIL SHALL BE USED ONLY WHERE CONCRETE PORTION OF HAUNCH
THE BD-SG SHEETS.
OF BEARINGS. FOR DETAILS, SEEc , THE DIAPHRAGM MAY BE OFFSET TO THE nFOR SKEWS OVER 30
NOTE "A":
DESIGNER NOTES:
**
45°
#4(E) BARS @ 8"
SEE "JOINT RECESS DETAIL"
FOR SINGLE CELL MODULAR JOINTS
END DIAPHRAGM HAUNCH DETAIL
1'-0"
ASSUMED DESIGN HAUNCH, "H" ASSUMED DESIGN HAUNCH, "H"
HAUNCH
WEB
TOP FLANGE
APPROACH SLAB
REINFORCEMENT SHOWN).
SUPERSTRUCTURE SLAB (ISOTROPIC
v vTO THE NEXT 1" (MIN.) FOR EXPANSION, 1" FOR FIXED.
Xv=vMAXIMUM TEMPERATURE MOVEMENT OF THE SUPERSTRUCTURE ROUNDED
PAY LIMIT FOR SLAB ITEMPAY LIMIT FOR SLAB ITEM
PAY LIMIT FOR SLAB ITEM
45°
45°
MIN.
6"
5"
*BLOCKOUT DEPTH
10•" ASSUMED JOINT SYSTEM*
* ACCOMMODATE JOINT SYSTEM CHOSEN.
CONTRACTOR SHALL ADJUST BLOCKOUT IF NECESSARY, TO
(E) DENOTES EPOXY COATED BARS.
NOTE:
SYSTEM BLOCKOUT
2'-0" ASSUMED JOINT
HAUNCH & JOINT DETAILS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S8_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS8
SLOPE SLOPE
T.G.L.
9•
"
ALTERNATE LAP
CONNECTOR (TYP.)
STUD SHEAR
G1 G2 G3 G4 G5
TRANSVERSE SECTION
LEVELING PAD
THIN MORTAR
8•
"
*
SLOPE
4" MAX.
1•
"
CO
V.
9•
"
1•
"
CO
V.
9•
"
SLOPE
8•
"
*
6"
7Ž"
4"
7"
2'-1"
1'-8" 5"
1'-0"
#4(E) STIRRUPS @ 8"
OR STA. LINE
OF IMPROVEMENTc
CO
V.
1•
"
#4(E) BARS @ 1'-0"
#4(E) BARS @ 1'-0" 5"2"
SIDEWALK5" 5"
(MIN.)
2" COV.
(MIN.)
2" COV.
LEVEL
*10"
(MIN.)
2" COV.
9•
"
1•
"
CO
V.
4"
#5(E) STIRRUPS @ 1'-0"
6"
1'-0"
2"
2"
1'-0"
1'-0"
2"
*
LEVEL
* (MIN.)
2" COV.
9•
"
1•
"
CO
V.
4"
#5(E) STIRRUPS @ 1'-0"
6"
1'-0"
2"
1'-0"
*
5"2"#4(E) BARS @ 1'-0"
2"
CO
V.
1•
"
#4(E) BARS @ 1'-0"
8"
SIDEWALK
FACE OF RAIL
4" (MAX.)
4" (MAX.)
4•"
BETWEEN POSTS
#5(E) STIRRUPS @ 1'-0"
4"
1'-0"
4" (MAX.)
#5(E) BARS @ 8"
2"
8"
1"
SLOPE3"
CO
V.
1•
"
CO
V.
9•
"
*
TRANSVERSE BAR WHENEVER POSSIBLE.
THIS BAR TO BE TIED TO THE BOTTOM
BOLTc
BOLTc
4" MAX.
2"
TOWARDS TRAFFIC
BRUSH CURB. SLOPE
POSTS ON TOP OF
2% SLOPE BETWEEN
LEVEL
SLOPE TOWARD TRAFFIC.
ON TOP OF SIDEWALK.
1.5% SLOPE BETWEEN POSTS
8•
"
1.5% SLOPE
1'-0"
7Ž"
7Ž"BOLTc
(MAX.)
1'-0"
(MAX.)
1'-0"
1.5% SLOPE
10" 5" 1'-6"SHOULDER WIDTHTRAVEL LANE WIDTHTRAVEL LANE WIDTHSHOULDER WIDTHSIDEWALK WIDTH
@ 8"
#6(E) BARS
2" COV.
2" COV.
#6(E) @ 8" MAX.
*
(TYP.)
2" COV.
(TYP. ALL BAYS)
#5(E) BARS, SPS AS REQUIRED
#5(E) BARS @ 1'-6" (TOP)
#5(E) BARS @ 1'-6" (TOP)
**
4•"
4•"
**
#5(E) BARS @ 1'-6" (TOP)
**
**
#5(E) BARS @ 1'-6" (TOP)
**
#5(E) BARS @ 1'-6" (TOP)
**
*
(TYP.)n 30
CHAMFER
7•"2" 2"
1"
2"
FASCIA LINE
FASCIA THAT INTERSECTS THE CHAMFER.
TURN TOWARDn ABUTMENTS OR PIERS WITH A 90
DRIP GROOVE STOPS 3'-0" FROM FACES OF
NOTE:
DRIP GROOVE DETAIL
1'-6"
(E) DENOTES EPOXY BARS.
NOTES:
INDICATE GIRDER SPACING AND TOTAL DIMENSION
OUT-TO-OUT WIDTH AND PAY LIMIT FOR SLAB AND WINTER SURFACE TREATMENT ITEMS
PAY LIMIT FOR LONGITUDINAL SAWCUT GROOVING
1.5% SLOPE
INDICATE OVERHANG DIMENSION
INDICATE OVERHANG DIMENSION
INDICATE OVERHANG DIMENSION
INDICATE OVERHANG DIMENSION
INDICATE OVERHANG DIMENSION
1" CHAMFER
1" CHAMFER
(PLACED AS SHOWN)
4-#5(E) BARS IN THE TOP SLAB MAT
3-#5(E) BARS IN BRUSH CURB POUR
(PLACED AS SHOWN)
4-#5(E) BARS IN THE TOP SLAB MAT
3-#5(E) BARS IN SIDEWALK POUR
1" CHAMFER
2-#5(E) BARS
1" CHAMFER
(PLACED AS SHOWN)
3-#5(E) BARS (TOP)
1" CHAMFER
G# - INDICATES GIRDER NUMBER.
(STEEL BRIDGE RAIL CURBLESS)
FASCIA DETAIL
(STEEL BRIDGE RAIL BRUSH CURB)
FASCIA DETAIL
(STEEL BRIDGE RAILING WITH SIDEWALK)
FASCIA DETAIL
(VERTICAL FACED CONCRETE PARAPET WITH SIDEWALK)
FASCIA DETAIL
(PLACED AS SHOWN)
4-#5(E) BARS IN THE SLAB TOP MAT
(PLACED AS SHOWN)
3-#5(E) BARS (TOP)
(SINGLE SLOPE BARRIER SHOWN, OTHER BARRIERS SIMILAR)
FASCIA DETAIL
(PLACED AS SHOWN)
3-#5(E) BARS (BOT.)
3"vC
OV.
3"
CO
V.
3"
CO
V.
3"
CO
V.
DESIGN REINFORCEMENT (E) BARS
(E) BARS
REINFORCEMENT
DESIGN
DESIGN REINFORCEMENT (E) BARS
DESIGN REINFORCEMENT (E) BARS
DESIGN REINFORCEMENT (E) BARS
DESIGN REINFORCEMENT (E) BARSDESIGN REINFORCEMENT (E) BARS
(E) BARS
DESIGN REINFORCEMENT
(E) BARS
DESIGN REINFORCEMENT
SIDEWALK POUR
SUPERSTRUCTURE SLAB
CONCRETE FOR
CLASS HP (OR HPIC)
CURB (TYPE F1)
GRANITE BRIDGE
NOT SHOWN.
SLAB, REINFORCEMENT
REINFORCED CONCRETE
CURB (TYPE F1)
GRANITE BRIDGE
GRANITE BRIDGE CURB (TYPE F1)
(TYP. BOTH SIDES)
GROOVE" DETAIL
SEE "DRIP
AND SAFETY WALKS
PAY LIMIT FOR SIDEWALKS
CONCRETE
SEALING OF STRUCTURAL
PAY LIMIT FOR PROTECTIVE
CONCRETE
SEALING OF STRUCTURAL
PAY LIMIT FOR PROTECTIVE
AND PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS
THE N.Y.S. BRIDGE MANUAL FOR DESIGN INFORMATION.
EPOXY-COATED BARS ARE SHOWN, OTHER CORROSION PROTECTION MAY BE USED. REFER TO
FOR DETAILS OF RAILING POST BASE PLATES, SEE THE BD-RS SHEETS.
FOR DETAILS OF GRANITE BRIDGE CURB, SEE THE BD-MS SHEETS.
FOR DETAILS OF STUD SHEAR CONNECTORS, SEE THE BD-SG SHEETS.
FOR DIAPHRAGM DETAILS, SEE THE BD-SG SHEETS.
OF THE SIDEWALK.
THE DECK KEYWAY FOR THE SIDEWALK SHALL BE APPROXIMATELY ONE-THIRD THE WIDTH
vFASCIA AND FASCIA GIRDERS SPACED @ 8" MAX.
v- LONGITUDINAL #5(E) BARS PLACED IN BOTTOM OF SLAB AND LOCATED BETWEEN SLAB
- DIMENSION MUST BE CALCULATED FOR EACH INDIVIDUAL STRUCTURE AT EACH FASCIA.
BD SHEETS.
FOR DETAILS OF CONCRETE BARRIERS OR STEEL RAILINGS, SEE APPROPRIATE
PURPOSES ONLY.
THE BARRIERS SHOWN IN THE TRANSVERSE SECTION ARE FOR ILLUSTRATIVE
SPECIFICATIONS".
REINFORCEMENT IN ACCORDANCE WITH THE "NYSDOT LRFD BRIDGE DESIGN
4'-0" OR LESS SHALL BE 0.96 inq/ft.. FOR OVERHANGS GREATER THAN 4'-0", DESIGN
NYSDOT BRIDGE MANUAL. THE MINIMUM REQUIRED REINFORCEMENT FOR OVERHANGS
TRANSVERSE DESIGN REINFORCEMENT AND SPACING ARE GIVEN IN TABLE 5-2 OF THE
DESIGNER NOTES:
GROOVE
FASCIA TO DRIP
DECKS AROUND
ON NEW BRIDGE
STRUCTURAL CONC.
SEALING OF
FOR PROTECTIVE
EXTEND PAY LIMIT
#5(E) BARS @ 1'-6" (TOP)
TRANSVERSE SECTION
TRADITIONAL REINFORCEMENT
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S9_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS9
FASCIA LINE
FASCIA LINE
GIRDERS (TYP.)
HAUNCH BETWEEN
BARS @ 8" IN
#4(E) STIRRUP
STATION LINE
FASCIA LINE
#5(E) BAR (TOP & BOT.) FASCIA GIRDERc
FASCIA LINE
STATION LINE
EDGE OF CONCRETE BARRIER
9"
9"
PLUS 2"
BARRIER WIDTH
1'-0"
AND BOT.)
#5(E) (TOP
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
GIRDERS (TYP.)
HAUNCH BETWEEN
BARS @ 8" IN
#4(E) STIRRUP
OF FASCIA GIRDERc
STA.
BEG. ABUT.
FIXED BRGS.c
STA.
END ABUT.
EXP. BRGS.c
HOOKED AT FASCIA (TOP)
#6(E) BARS @ 4" MAX.
#5(E) BARS @ 4" MAX. (BOT.)
LAP
2'-9
"
6"
D D
C C
OF FASCIA GIRDERc
FASCIA GIRDERc
A A
STA.
BEG. ABUT.
FIXED BRGS.c
BLOCKOUT
6" JOINT
(TY
P.)
3"
MIN.
CO
V.
SLAB (TYP.)
EDGE OF APPROACH
6"
(BOT.)
& #5(E) BARS @ 4" MAX.
(HOOKED AT FASCIA) (TOP)
#6(E) BARS @ 4" MAX.
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
4" (M
AX.)
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
B B
PA
Y
LI
MIT
FO
R
SU
PE
RS
TR
UC
TU
RE
SL
AB
&
WIN
TE
R
SU
RF
AC
E
TR
EA
TM
EN
T IT
EM
4"
#4(E)
BA
RS
@ 8" (B
OT.)
4"
(TY
P.)
3"
MIN.
CO
V.
SLAB (TYP.)
EDGE OF APPROACH
SEE "DETAIL A"
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#5(E)
BA
RS (B
OT.)
SPACING
• GIRDER
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONC. BARRIER SPACED @ 8" (MAX.) (REFER TO BARRIER REIN. PLAN FOR LAYOUT)
PAY LIMIT FOR SUPERSTRUCTURE SLAB, WINTER SURFACE TREATMENT, LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING
SPACING
• GIRDER
#4(E)
BA
RS
@ 8" (B
OT.)
#5(E)
BA
RS (B
OT.)
PA
Y
LI
MIT
FO
R
SU
PE
RS
TR
UC
TU
RE
SL
AB
&
WIN
TE
R
SU
RF
AC
E
TR
EA
TM
EN
T
OF CONCRETE BARRIER
HEADER ENDING AT FACE
OF CONCRETE BARRIER
HEADER ENDING AT FACE
4" (M
AX.)
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
ANCHORAGE OF CONCRETE BARRIER
6-#5(E) BARS IN OVERHANG FOR
STA.
END ABUT.
EXP. BRGS.c
0"
0"
0"
0"
0"
0"
0"
PAY LIMIT FOR SUPERSTRUCTURE SLAB, WINTER SURFACE TREATMENT, LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONC. BARRIER SPACED @ 8" (MAX.) (REFER TO BARRIER REIN. PLAN FOR LAYOUT)
*
*
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
#5(E)
BA
RS
@ 1'-
6" (T
OP)
***
4" (M
AX.)
ALT. MIN. LAP (TYP.)
STA.
BRIDGE BEGINS
AT FASCIA COVER.
BARLIST & #5(E) BAR (BOT.) TO STOP
SLAB ITEM AND INCLUDED IN THE SLAB
PAID FOR UNDER THE SUPERSTRUCTURE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
0"
#5(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO #5(E)
BA
RS (B
OT.)
#5(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO #5(E)
BA
RS (T
OP)
***
ITEM 558.02
SAWCUT GROOVING (SY)
LONGITUDINAL
SUPERSTRUCTURE SLAB TABLE
ITEM 559.18960118
NEW DECKS (SF)
SEALING OF
PROTECTIVE
TREATMENT (SY) ITEM 557.29
WINTER SURFACE
ITEM 557.01XX AND
SUPERSTRUCTURE SLAB (SY)
REFER TO THE TRANSVERSE SECTION DRAWING.
FOR TRANSVERSE LIMITS OF LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING ITEMS,
APPROACH SLABEDGE OF
SIMILAR)n 30 SHOWN, SKEW >n 30l (SKEW
JOINTLESS BRIDGE WITH CONCRETE BARRIER
CORNER DETAIL
"DETAIL A"
OF CONCRETE BARRIER
HEADER ENDING AT FACE
n30l SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - SKEW
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONC. BARRIER SPACED @ 8" (MAX.) (REFER TO BARRIER REIN. PLAN FOR LAYOUT)
#5(E)
BA
RS
@ 1'-
6" (T
OP)
***
4"
4"
LAP
2'-9
"
STA.
BRIDGE BEGINS
4" (M
AX.)
ALT. MIN. LAP (TYP.)
SPACED @ 8" CENTERS (MAX.) (REFER TO BARRIER REIN. PLAN FOR LAYOUT)
#5(E)v&v#6(E) ANCHOR BARS IN SUPERSTRUCTURE SLAB FOR CONCRETE BARRIER
nSUPERSTRUCTURE SLAB REINFORCEMENT PLAN - SKEW > 30
DESIGN SPACING DESIGN SPACING
BLOCKOUT6" J
OINT
MAIN REINFORCEMENT NOT SHOWN.
NOTE:
*
***
AT FASCIA COVER.
BARLIST & #5(E) BAR (BOT.) TO STOP
SLAB ITEM AND INCLUDED IN THE SLAB
PAID FOR UNDER THE SUPERSTRUCTURE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
OF CONCRETE BARRIER
HEADER ENDING AT FACE**
**
**
***
#5(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO 5(E)
BA
RS (B
OT.)
#5(E)
BA
RS
AL
TE
RN
AT
E
LA
P
TO #5(E)
BA
RS (T
OP)
(E) DENOTES EPOXY COATED BARS.
NOTED.
ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS OTHERWISE
NOTES:
(HOOKED AT FASCIA, ALTERNATE LAP)DESIGN REINFORCEMENT (E) B
ARS (TOP)
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENTv(E)vBARS (BOT.)
(HOOKED AT FASCIA, ALTERNATE LAP)
DESIGN REINFORCEMENT (E) BARS (TOP)
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENT (E) BARS (BOT.)
#5(E) BAR (TOP & BOT.)
(HOOKED AT FASCIA)
DESIGN REINFORCEMENTv(E)vBARS (TOP)
(HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS (TOP)
ALT. LAP (TYP.)
ALT. LAP (TYP.)
ITEM 559.16960118
CONCRETE (SF)
SEALING OF STRUCTURAL
PROTECTIVE
PLACEMENT OF THESE BARS.
REFERRING TO THE TRANSVERSE SECTION AND FASCIA DETAIL FOR THE
v SHOW TOTAL QUANTITY OF LONGITUDINAL BARS AND ADD A NOTE
vINDICATE DEVELOPMENT LENGTH.
PROVIDE QUANTITIES BY STAGE OR PLACEMENT.
WHEN NECESSARY, THE SUPERSTRUCTURE SLAB TABLE SHALL BE MODIFIED TO
THE USE OF OTHER TYPES.
EPOXY-COATED BARS ARE SHOWN. SEE THE BRIDGE MANUAL FOR GUIDANCE ON
HEADER, SEE BD-SS13.
SEE BD-SS12. FOR SECTIONS A-A, B-B, C-C, AND D-D WITH MODULAR JOINT
FOR SECTIONS A-A, B-B, C-C AND D-D WITH ARMORLESS JOINT HEADER,
FOR REINFORCEMENT DETAILS OF BRUSH CURB OR SIDEWALK, SEE BD-SS9.
FOR REINFORCEMENT DETAILS OF BARRIERS, SEE BD-RCBE SERIES.
RAILING/BARRIER. SEE BD-SS9 FOR DETAILS.
IN THE OVERHANG AREA OF THE SLAB IS DETERMINED BY THE TYPE OF
THE NUMBER OF THE ADDITIONAL LONGITUDINAL BARS AND ANCHOR BARS
POSSIBLE.
STOCK LENGTH BARS (40'-0" OR 60'-0") SHOULD BE USED WHENEVER
FIXED END AND ARMORLESS JOINT SYSTEM AT EXPANSION END.
REINFORCEMENT AT ENDS OF SLAB ARE SHOWN FOR JOINTLESS DETAILS AT
DESIGNER NOTES:
SIMPLE SPAN BRIDGES
TRADITIONAL REINFORCEMENT PLANS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S10_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS10
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
GIRDERS (TYP.)
IN HAUNCH BETWEEN
#4(E) STIRRUP BARS @ 8"
STATION LINE
FASCIA LINE
FASCIA LINE
GIRDERS (TYP.)
IN HAUNCH BETWEEN
#4(E) STIRRUP BARS @ 8"
FASCIA LINE
FASCIA LINE
ALTERNATE LAP (TYP.)
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
DESIGN REINFORCEMENT (E) BARS (BOT.)
STATION LINE
LONGEST FASCIA GIRDER.
MEASURED ALONG CENTERLINE OF
SPACING FOR TRANSVERSE BARS ARE
NOTE:
MEASURED PERPENDICULAR TO THE SKEW.
SPACING FOR TRANSVERSE BARS ARE
NOTE:
0"
0"
0"
0"(HOOKED AT FASCIA, ALTERNATE LAP)
(TYP.)
ALT. MIN. LAP
(TYP.)
ALT. MIN. LAP
BETWEEN GIRDERS (TYP.)
3-#4(E) BARS IN HAUNCH
AT FASCIA COVER.
BARLIST & #5(E) BAR (BOT.) TO STOP
SLAB ITEM AND INCLUDED IN THE SLAB
PAID FOR UNDER THE SUPERSTRUCTURE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
ITEM 558.02
SAWCUT GROOVING (SY)
LONGITUDINAL
SUPERSTRUCTURE SLAB TABLE
ITEM 559.18960118
NEW DECKS (SF)
SEALING OF
PROTECTIVE
TREATMENT (SY) ITEM 557.29
WINTER SURFACE
ITEM 557.01XX AND
SUPERSTRUCTURE SLAB (SY)
REFER TO THE TRANSVERSE SECTION DRAWING.
FOR TRANSVERSE LIMITS OF LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING ITEMS,
**
AT FASCIA COVER.
AND #5(E) BAR (BOT.) TO STOP
INCLUDED IN THE SLAB BARLIST
SUPERSTRUCTURE SLAB ITEM AND
PAID FOR UNDER THE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
BLOCKOUT
6" JOINT
BLOCKOUT
6" JOINT
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#4(E)
BA
RS
@ 2'-
0"
MA
X.
SP
ACIN
G
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
WIN
TE
R
SU
RF
AC
E
TR
EA
TM
EN
T IT
EM
PA
Y
LI
MIT
FO
R
SU
PE
RS
TR
UC
TU
RE
SL
AB
AN
D
PAY LIMIT FOR SUPERSTRUCTURE SLAB, WINTER SURFACE TREATMENT, LONGITUDINAL SAWCUT GROOVING AND PROTECTIVE SEALING
#5(E)
BA
RS (B
OT.) (X
SE
TS
OF
Z)
***
***
GNILAES EVITCETORP DNA GNIVOORG TUCWAS LANIDUTIGNOL ,TNEMTAERT ECAFRUS RETNIW ,BALS ERUTCURTSREPUS ROF TIMIL YAP
)TUOYAL ROF NALP TNEMECROFNIER KLAWEDIS OT REFER( ).XAM( SRETNEC "0-'1 @ DECAPS KLAWEDIS ROF BALS NI SRAB PURRITS )E(5#
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#4(E)
BARS
@ 2'-0"
MA
X.
SP
ACIN
G
WIN
TE
R S
URF
ACE T
RE
AT
ME
NT IT
EM
PA
Y LIMIT F
OR S
UPE
RST
RUCT
URE SL
AB
AN
D
AT FASCIA COVER.
AND #5(E) BAR (BOT.) TO STOP
INCLUDED IN THE SLAB BARLIST
SUPERSTRUCTURE SLAB ITEM AND
PAID FOR UNDER THE
TO STOP AT BLOCKOUT COVER
#4(E) BAR IN JOINT HEADER (TOP)
BLOCKOUT
6" JOINT
(TYP.)
BETWEEN GIRDERS
@ 8" IN HAUNCH
#4(E) STIRRUP BARS
(BOT.) TO STOP AT FASCIA COVER.
THE SLAB BARLIST & #5(E) BAR
SLAB ITEM AND INCLUDED IN
FOR UNDER THE SUPERSTRUCTURE
AT BLOCKOUT COVER PAID
HEADER (TOP) TO STOP
#4(E) BAR IN JOINT
***
GIRDERS (TYP.)
HAUNCH BETWEEN
3-#4(E) BARS IN
BLOCKOUT
6" JOINT
(E) DENOTES EPOXY COATED BARS.
OTHERWISE NOTED.
ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS
NOTES:
INDICATE DIMENSION
DESIGN REINFORCEMENT (E) BARS (TOP)
(X SETS OF 4)
SEE "FASCIA DETAIL" ON BD-SS9
RAILING (TOP), FOR PLACEMENT
4-#5(E) BARS FOR STEEL BRIDGE
(X SETS OF 4)
SEE "FASCIA DETAIL" ON BD-SS9
RAILING (TOP), FOR PLACEMENT
4-#5(E) BARS FOR STEEL BRIDGE
DI
ME
NSIO
N
IN
DIC
AT
E
RAILING, (LAP TO #5(E) BARS (TOP)
4-#5(E) BARS FOR STEEL BRIDGE
RAILING, (LAP TO #5(E) BARS (TOP)
4-#5(E) BARS FOR STEEL BRIDGE
DI
ME
NSIO
N
IN
DIC
AT
E
TH
RO
UG
H J
OIN
T
BL
OC
KO
UT
#4(E)
BARS
@ 2'-
0"
MA
X.
SP
ACIN
G
ON BD-SS9 (X SETS OF 3)
PLACEMENT SEE "FASCIA DETAIL"
CONCRETE PARAPET (TOP), FOR
3-#5(E) BARS FOR
(X SETS OF 4)
SEE "FASCIA DETAIL" ON BD-SS9
RAILING (TOP), FOR PLACEMENT
4-#5(E) BARS FOR STEEL BRIDGE
DIM
ENSIO
N
INDIC
ATE
DIM
ENSIO
N
INDIC
ATE
#5(E) BARS (TOP)
CONCRETE PARAPET, (LAP TO
3-#5(E) BARS FOR
(LAP TO #5(E) BARS (TOP)
STEEL BRIDGE RAILING,
4-#5(E) BARS FOR
B B
A A
DESIGN REINFORCEMENT (E) BARS (TOP)
(HOOKED AT FASCIA, ALTERNATE LAP)
DESIGN REINFORCEMENT (E) BARS (BOT.)
PIER, STA.
FIXED BRGS.c
STA.
BEG. ABUT.
EXP. BRGS.c
(TYP.)
ALT.
LAP
STA.
END ABUT.
EXP. BRGS.c
**
n 30lSUPERSTRUCTURE SLAB REINFORCEMENT PLAN - STRAIGHT SUPERSTRUCTURE - SKEW
**
FACE OF CURB (TYP.)
HEADER ENDING AT
STA.
BEG. ABUT.
EXP. BRGS.c STA.
PIER 1
FIXED BRGS.,c
STA.
PIER 2
EXP. BRGS.,c
***
***
)TUOYAL ROF NALP TNEMECROFNIER TEPARAP OT REFER( ).XAM( SRETNEC "8 @ DECAPS TEPARAP ETERCNOC ROF BALS NI SRAB ROHCNA )E(6#
FACE OF CURB (TYP.)
HEADER ENDING AT
SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - CURVED SUPERSTRUCTURE - NO SKEW
HA
UN
CH
BET
WEE
N
GIR
DE
RS (T
YP.)
#4(E)
STIR
RUP
BARS
@ 8" IN
ITEM 559.16960118
CONCRETE (SF)
SEALING OF STRUCTURAL
PROTECTIVE
PLACEMENT OF THESE BARS.
REFERRING TO THE TRANSVERSE SECTION AND FASCIA DETAIL FOR THE
v SHOW TOTAL QUANTITY OF LONGITUDINAL BARS AND ADD A NOTE
PROVIDE QUANTITIES BY STAGE OR PLACEMENT.
WHEN NECESSARY, THE SUPERSTRUCTURE SLAB TABLE SHALL BE MODIFIED TO
THE USE OF OTHER BAR TYPES.
EPOXY-COATED BARS ARE SHOWN. SEE THE BRIDGE MANUAL FOR GUIDANCE ON
FOR SECTIONS A-A AND B-B WITH MODULAR JOINT HEADER, SEE BD-SS13.
FOR SECTIONS A-A AND B-B WITH ARMORLESS JOINT HEADER, SEE BD-SS12.
FOR REINFORCEMENT DETAILS OF BRUSH CURB OR SIDEWALK, SEE BD-SS9.
FOR REINFORCEMENT DETAILS OF BARRIERS, SEE BD-RCB SERIES.
RAILING/BARRIER. SEE BD-SS9 FOR DETAILS.
IN THE OVERHANG AREA OF THE SLAB IS DETERMINED BY THE TYPE OF
THE NUMBER OF THE ADDITIONAL LONGITUDINAL BARS AND ANCHOR BARS
POSSIBLE.
STOCK LENGTH BARS (40'-0" OR 60'-0") SHOULD BE USED WHENEVER
REINFORCEMENT AT ENDS OF SLAB SHOWN, IS FOR ARMORLESS DETAILS.
DESIGNER NOTES:
CONTINUOUS SPAN BRIDGES
TRADITIONAL REINFORCEMENT PLANS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S11_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS11
#5(E)
BARS (B
OT.)
(X SETS
OF Z)
#5(E)
BARS
@ 1'-
6" (T
OP) (X SETS
OF
Y)
(OVE
R PIE
R)
AD
DITIO
NAL (E)
BARS (T
OP)
(OVE
R PIE
R)
AD
DITIO
NAL (E)
BARS (T
OP)
(OV
ER
PIE
R)
AD
DITIO
NA
L (E)
BA
RS (T
OP)
#5(E)
BA
RS
@ 1'-
6" (T
OP) (X
SE
TS
OF
Y)
#5(E)
BA
RS (B
OT.) (X
SE
TS
OF
Z)
#5(E)
BA
RS (A
LT.
&
LA
P
TO #5(E)
BA
RS (B
OT.)
#5(E)
BARS (A
LT.
& L
AP T
O #5(E)
BARS (B
OT.)
#5(E)
BA
RS (A
LT.
&
LA
P
TO #5(E)
BA
RS (T
OP)
#5(E)
BARS (A
LT.
& L
AP T
O #5(E)
BARS (T
OP)
STA.
END ABUT.
EXP.vBRGS.,cV
A A
B B
COV.
2"
CO
V.
3"
CO
V.
1•
"
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
SECTION C-C
6"
2" COV. (MIN.)
VARIES
PLACED PARALLEL TO END OF SLAB
1-#5(E) BAR (TOP & BOTTOM)
COV.
2"
CO
VE
R
3"
SECTION D-D
COV.
2"
SPACED AS SHOWN
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
CO
V.
3"
CO
V.
1•
"
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
SECTION A-A
6"
#5(E) BAR
SECTION B-B
2" COV.
CO
V.
3"
EMB.
1'-0" MIN.
MAX. SPACING
#4(E) BAR @ 2'-0" 6"
#4(E) BAR IN JOINT HEADER
GREATER THAN 1'-6"
OF SLAB DEPTH IS
HAUNCH STIRRUP IF END
THIS LEG REQUIRED IN
MAX. SPACING
#4(E) BAR @ 2'-0"EMB.
1'-0" MIN.
#4(E) BAR IN JOINT HEADER
DEPTH IS GREATER THAN 1'-6"
STIRRUP IF END OF SLAB
THIS LEG REQUIRED IN HAUNCH
SPACED AS SHOWN
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
#5(E) BAR
6"
EMB.
1'-0" MIN.
MAX. SPACING
#4(E) BAR @ 2'-0"
6"
6"
#5(E) BAR
#4(E) BAR IN JOINT HEADER #4(E) BAR IN JOINT HEADER
#5(E) BAR
6"
6"
EMB.
1'-0" MIN.
#5(E) BARS @ 1'-6"
DESIGN SPACING
#5(E) BARS @
#5(E) BARS @ 1'-6"
#5(E) BARS @ DESIGN SPACING
#5(E) BARS @ DESIGN SPACING
#5(E) BARS @ 1'-6"
MAX. SPACING
#4(E) BAR @ 2'-0"#5(E) BARS @ 1'-6"
SPACED PERP. TO END OF SLAB
#6(E) BARS @ 4" (MAX.) (HOOKED)
#5(E) BARS @ DESIGN SPACING
DESIGN SPACING
DESIGN SPACING
DESIGN SPACING
DESIGN REINFORCEMENT (E) BARS
ADD'L. O.H. BARS (HOOKED AT FASCIA) AS REQUIRED BY DESIGN
DESIGN REINFORCEMENT (E) BARS - (HOOKED AT FASCIA) ALT. & LAP TO
DESIGN REINFORCEMENT (E) BARS
(HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS
DESIGN REINFORCEMENT (E) BARS
FASCIA) AS REQUIRED BY DESIGN
ALTERNATE & LAP TO ADDITIONAL O.H. BARS (HOOKED AT
DESIGN REINFORCEMENT (E) BARS - (HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENT (E) BARS (TOP) (HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENT (E) BARS (TOP) (HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENT (E) BARS (TOP) (HOOKED AT FASCIA)
2" COV.
2" COV.
2" COV.
2" COV.
FOR LOCATION OF SECTIONS A-A, B-B, C-C, AND D-D, SEE BD-SS10 AND BD-SS11.
DESIGNER NOTE:
(E) DENOTES EPOXY COATED BARS.
NOTE:
#5(E) BARS @ 4" MAX.
ARMORLESS JOINT SYSTEM
TRADITIONAL REINFORCEMENT SECTIONS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S12_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS12
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
SECTION C-C
SPACED AS SHOWN
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
2" COV.
CO
V.
3"
CO
V.
1•
"
PLACED PARALLEL TO END OF SLAB
1-#5(E) BAR (TOP & BOTTOM)
COV.
2"
2" COV. (MIN.)
VARIES
WITH JOINT SYSTEM SUPPORTS
INDIVIDUAL BARS IF INTERFERING
PERMISSIBLE TO CUT-OFF
SECTION D-D
WITH JOINT SYSTEM SUPPORTS
INDIVIDUAL BARS IF INTERFERING
PERMISSIBLE TO CUT-OFF
CO
V.
3"
COV.
2"
TO END OF SLAB
SPACED PERPENDICULAR
6-#4(E) BARS @ 4" MAX.
2" COV.
SYSTEM SUPPORTS
INTERFERING WITH JOINT
INDIVIDUAL BARS IF
PERMISSIBLE TO CUT-OFF
SPACED AS SHOWN
DIAPHRAGM HAUNCH,
3-#4(E) BARS IN END
STIRRUP BARS @ 8"
#4(E) END DIAPHRAGM HAUNCH
SECTION A-A
CO
V.
1•
"
TO END OF SLAB
SPACED PERPENDICULAR
6-#4(E) BARS @ 4" MAX.SECTION B-B
CO
V.
3"
COV.
2"
2" COV.
#5(E) BARS @ DESIGN SPACING
#5(E) BARS @ 1'-6"
#5(E) BARS @ 1'-6"
#5(E) BARS @ DESIGN SPACING
SPACED PERP. TO END OF SLAB
#6(E) BARS @ 4" (MAX.) (HOOKED)
DESIGN SPACING
DESIGN SPACING
DESIGN SPACING
#5(E) BARS @ 1'-6"
#5(E) BARS @ 1'-6"
#5(E) BARS @ DESIGN SPACING
DESIGN REINFORCEMENT (E) BARS
(HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS
FASCIA) AS REQUIRED BY DESIGN
ALTERNATE & LAP TO ADDITIONAL O.H. BARS (HOOKED AT
DESIGN REINFORCEMENT (E) BARS - (HOOKED AT FASCIA)
ADD'L. O.H. BARS (HOOKED AT FASCIA) AS REQUIRED BY DESIGN
DESIGN REINFORCEMENT (E) BARS - (HOOKED AT FASCIA) ALT. & LAP TO
DESIGN REINFORCEMENT (E) BARS
DESIGN REINFORCEMENT (E) BARS
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENT (E) BARS (TOP) (HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENT (E) BARS (TOP) (HOOKED AT FASCIA)
DESIGN REINFORCEMENT (E) BARS (BOT.)
DESIGN REINFORCEMENT (E) BARS (TOP) (HOOKED AT FASCIA)
2" COV.
2" COV.
WITH JOINT SYSTEM SUPPORTS
INDIVIDUAL BARS IF INTERFERING
PERMISSIBLE TO CUT-OFF
CO
V.
3"
*
*
*SYSTEM BLOCKOUT
2'-0" ASSUMED JOINT
SYSTEM BLOCKOUT
2'-0" ASSUMED JOINT
SYSTEM BLOCKOUT
2'-0" ASSUMED JOINT*SYSTEM BLOCKOUT
2'-0" ASSUMED JOINT*
FOR LOCATION OF SECTIONS A-A, B-B, C-C, AND D-D, SEE BD-SS10 AND BD-SS11.
DESIGNER NOTE:
JOINT SYSTEM.
PRICE BID FOR THE
INCLUDED IN THE UNIT
POSSIBLE. COST TO BE
JOINT BLOCKOUT WHERE
TO END OF SLAB IN
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
JOINT SYSTEM.
PRICE BID FOR THE
INCLUDED IN THE UNIT
POSSIBLE. COST TO BE
JOINT BLOCKOUT WHERE
TO END OF SLAB IN
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
JOINT SYSTEM.
PRICE BID FOR THE
INCLUDED IN THE UNIT
POSSIBLE. COST TO BE
JOINT BLOCKOUT WHERE
TO END OF SLAB IN
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
JOINT SYSTEM.
PRICE BID FOR THE
INCLUDED IN THE UNIT
POSSIBLE. COST TO BE
JOINT BLOCKOUT WHERE
TO END OF SLAB IN
SPACED PERPENDICULAR
#4(E) BARS @v8" MAX.
NECESSARY, TO ACCOMMODATE JOINT SYSTEM CHOSEN.
CONTRACTOR SHALL ADJUST JOINT BLOCKOUT IF
(E) DENOTES EPOXY COATED BARS.
NOTE:
PERPENDICULAR TO END OF SLAB
#5(E) BARS @ 4" MAX. SPACED
MULTICELL MODULAR JOINT SYSTEM
TRADITIONAL REINFORCEMENT SECTIONS
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S13_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS13
4"
(MIN.)
2"
(MIN.)
3"
(MIN.)
‚"
3"
(MIN.)
2"
(MIN.)
3"
(MIN.)
1•
"
CO
V.
FORM
BELOW THIS LINE
BELOW PLACED
NO CONCRETE WILL
vDRAWINGS REQUIRED BY THE PRESTRESSED CONCRETE ITEM.
vADJUSTMENT, IF SO, THIS SHALL BE INDICATED IN THE FABRICATION
vPRESTRESSED BEAMS, THE COMPOSITE STIRRUPS MAY NEED
6. IF THE CONTRACTOR SELECTS THIS FORMING SYSTEM OPTION WITH
vACCORDANCE WITH MATERIAL SPECIFICATION 719-01.
5. THE SUPPORT ANGLES AND/OR ZEES SHALL BE GALVANIZED IN
vTOP FLANGES IN THE DEBONDED ZONE OF A DECK LINK SLAB.
4. THERE SHALL BE NO WELDING OF FORM COMPONENTS TO THE STRINGER
vGIRDER SURFACES FOR THE ATTACHMENT OF FORMING DEVICES.
3. THERE SHALL BE NO WELDING TO GALVANIZED OR METALIZED
vELECTRODES, PROPERLY CONDITIONED, SHALL BE USED.)
vSTEEL CONSTRUCTION MANUAL. (‰" DIA. E7018 OR E8018-C3
vFLANGE. WELDING SHALL CONFORM TO SECTION 7 OF THE N.Y.S.
vSTRINGER DETAILS FOR LIMITS OF TENSION ZONES FOR THE TOP
vSTRINGER'S TOP FLANGE ONLY. FOR CONTINUOUS STRUCTURES, SEE
2. TACK WELDS SHALL BE ALLOWED IN THE COMPRESSION AREA OF THE
vCONCRETE ITEM.
vBE INCLUDED IN THE UNIT PRICE BID FOR SUPERSTRUCTURE SLAB
1. THE COST OF THE FORMING SYSTEMS SHOWN ON THIS DRAWING SHALL
FORM UNIT NOTES:
NOTES:
OPTIONAL FORMING SYSTEM
SUPERSTRUCTURE SLAB
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 08-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S14_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS14
DETERMINED BY CONTRACTOR.
CONCRETE BEAMS. SPACING
INTO THE TOP OF THE
SUPPORT ZEES, EMBEDDED
SIDE OF BEAMS
TOP OF BEAM
C
CTOP OF BEAM
1‚" DIA. HOLE
B
B
REINFORCEMENT
FORM
CRIMP ENDS
SEE NOTE 2
PERMANENT CORRUGATED METAL FORM DETAIL SECTION B-B
REINFORCEMENT
(PERMANENT CORRUGATED METAL FORMS)
SUGGESTED FORM SUPPORT DETAILS FOR PRESTRESSED BEAMS
SECTION C-C
CO
V.
1•
"
@ DESIGN SPACING
LONGITUDINAL BARS
@ DESIGN SPACING
TRANSVERSE BARS
*
DIMENSION
INDICATE*
CO
V.
3"
1•
"
10"
COMPOSITE DECK BARS AND BE 3" TALL.
STUDS SHALL BE LOCATED OUTSIDE OF
INDICATE SHEAR STUDS AS PER DESIGN.
(TYP.)
(AMPLITUDE OF „"vMIN. TO ‚"vMAX.)
EXPOSED AGGREGATE SURFACES
@ 2'-0" MAX. SPACING
1•" DIA. VENT HOLE
COMPOSITE DECK BARS AND BE 3" TALL.
STUDS SHALL BE LOCATED OUTSIDE OF
INDICATE SHEAR STUDS AS PER DESIGN.
CO
V.
1•
"
@ DESIGN SPACING
LONGITUDINAL BARS
@ DESIGN SPACING
TRANSVERSE BARS
*
*
CO
V.
3"
3"
10"
@ DESIGN SPACING
COMPOSITE BAR
@ 2'-0" MAX. SPACING
1•" DIA. VENT HOLE
45°v(T
YP.)
THE HAUNCH DETAIL, BUT IN NO CASE BE LESS THAN 12" WIDE.
HAUNCH WIDTH SHALL BE BASED ON THE CLEARANCES SHOWN IN
OF HAUNCH (AMPLITUDE OF „"vMIN. TO ‚"vMAX.)
EXPOSED AGGREGATE SURFACE FOR WIDTH
THE HAUNCH DETAIL, BUT IN NO CASE BE LESS THAN 12" WIDE.
HAUNCH WIDTH SHALL BE BASED ON THE CLEARANCES SHOWN IN
COMPOSITE BAR @ DESIGN SPACING
0"
(MIN.)
2•
"
FOR DIAMOND GRIND
•" NOM. DEPTHFOR DIAMOND GRIND
•" NOM. DEPTH
0"
UHPC HAUNCH DETAIL
PRECAST DECK PANEL
ULTRA HIGH PERFORMANCE CONCRETE
PRECAST DECK PANEL
ULTRA HIGH PERFORMANCE CONCRETE
COMPOSITE BAR DETAIL
3"
SLOPESLOPE
MIN.
4"
SLOPE
AROUND STUD HEAD (TYP.)
PROVIDE MIN. 1" CLEAR
AROUND STUD HEAD (TYP.)
PROVIDE MIN. 1" CLEAR
MIN.
4"
SLOPE
AROUND STUD HEAD (TYP.)
PROVIDE MIN. 1" CLEAR
ULTRA HIGH PERFORMANCE CONCRETE
3"
10"
CO
V.
3"
CO
V.
1•
"
@ DESIGN SPACING
LONGITUDINAL BARS
FOR DIAMOND GRIND
•" NOM. DEPTH
@ 2'-0" MAX. SPACING
1•" DIA. VENT HOLE
PRECAST DECK PANEL
0"
@ DESIGN SPACING
TRANSVERSE BARS
OF HAUNCH (AMPLITUDE OF „"vMIN. TO ‚"vMAX.)
EXPOSED AGGREGATE SURFACE FOR WIDTH*
THE HAUNCH DETAIL, BUT IN NO CASE BE LESS THAN 12" WIDE.
HAUNCH WIDTH SHALL BE BASED ON THE CLEARANCES SHOWN IN*@ DESIGN SPACING (TYP.)
HEADED COMPOSITE BARS
UHPC MATERIAL.
THE HAUNCHES SHALL BE COMPLETELY FILLED FULL DEPTH WITH
NYS PCCM FOR SHOP DRAWING REQUIREMENTS.
NO BARLIST IS PROVIDED FOR THE DECK PANELS. REFER TO THE
PANEL INSTALLATION SHALL BE SHOWN IN THE HAUNCH TABLE.
THEORETICAL DEAD LOAD DEFLECTIONS BASED ON THE ORDER OF
DETAILS (BD) SHEETS. PROPOSED BOTTOM OF SLAB ELEVATIONS AND
FORMATTED AS SHOWN IN THE NEW YORK STATE STANDARD BRIDGE
IN THE INSTALLATION DRAWINGS SHALL BE A HAUNCH TABLE
THE CONTRACTOR SHALL SUBMIT INSTALLATION DRAWINGS. INCLUDED
AS PER THE NYS PRECAST CONCRETE CONSTRUCTION MANUAL (PCCM),
SAW CUT GROOVING OPERATIONS.
ONLY BE APPLIED AFTER THE DIAMOND GRINDING AND LONGITUDINAL
PROTECTIVE SEALING OF THE NEW DECK PANEL SURFACE SHALL
THE CONTRACTOR AND SHALL BE SHOWN IN THE SHOP DRAWINGS.
CONCRETE (UHPC) JOINT LOCATIONS SHALL BE DETERMINED BY
PRECAST PANEL LAYOUT AND ULTRA HIGH PERFORMANCE
PRECAST DECK PANEL NOTES:
WITHIN THE S.I.P. FORM. (TYP.)
UHPC MAY BE BLOCKED OUTWITHIN THE S.I.P. FORM. (TYP.)
UHPC MAY BE BLOCKED OUT
BARS AND BE 3" TALL.
INTERFERE WITH THE COMPOSITE DECK
STUDS SHALL BE LOCATED TO NOT
INDICATE SHEAR STUDS AS PER DESIGN.
BLAST CLEANED AND COMPLETELY FILLED WITH UHPC.
VENT HOLES SHALL BE CONSTRUCTED USING A REMOVABLE FORM,
FABRICATION AS REQUIRED BY THE NYS PCCM.
IN CONTACT WITH UHPC, SHALL NOT RECEIVE A SEALER DURING
PANEL SURFACES WHICH ARE TO BE DIAMOND GROUND OR WILL BE
COVER SHALL BE REMOVED BY DIAMOND GRINDING.
ADDITIONAL COVER OF •". ALL OR PART OF THIS ADDITIONAL
THE CONTRACTOR SHALL CAST THE PRECAST SEGMENTS WITH AN
SURFACE.
GRINDING OF THE JOINTS TO BE EVEN WITH THE DECK PANEL
THE TOP FORMS OF THE JOINT MAY BE REMOVED TO FACILITATE
ONCE THE UHPC REACHES A COMPRESSIVE STRENGTH OF 10.0 KSI,
MOISTURE BARRIER.
ALL UHPC JOINTS SHALL BE COVERED BY A TOP FORM WITH
COMPOSITE BAR DETAIL(THREE STUD CONFIGURATION)
UHPC HAUNCH DETAIL(THREE STUD CONFIGURATION)
COMPOSITE BAR DETAIL(LOW PROFILE)
UHPC HAUNCH DETAIL(LOW PROFILE)
OR PROVIDED IN A PLACEMENT SEQUENCE DETAIL.
PLACEMENT SHALL EITHER BE NOTED BELOW THE HAUNCH TABLE,
BASED ON AN ASSUMED PANEL PLACEMENT. THIS ASSUMED PANEL
DESIGNER SHALL PROVIDE DEFLECTIONS FOR THE HAUNCH TABLE
THOSE DETAILS IN THE CONTRACT PLANS.
THIS SHEET BASED ON DESIGN REQUIREMENTS, AND ONLY PROVIDE
CHOOSE ONE OF THE THREE COMPOSITE CONNECTIONS SHOWN ON
THE SAME SHEAR CAPACITY AS THE SHEAR STUD CONNECTORS.
THE COMPOSITE BAR SHALL BE DESIGNED TO PROVIDE AT LEAST
HAUNCH POCKET.
THE REINFORCEMENT SHALL BE PLACED CONTINUOUS OVER THE
FOR DECK PANELS WITH TRADITIONALLY DESIGNED REINFORCEMENT,
REINFORCEMENT, MODIFY DETAILS FOR ISOTROPIC REINFORCEMENT.
THE DETAILS ON THIS DRAWING SHOW TRADITIONALLY DESIGNED
FOR "PANEL KEYWAY DETAILS", SEE BD-SS16.
DESIGNER NOTES:
PRECAST DECK PANEL SECTIONS
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S15_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS15
(NOT OVER BEAM)
TRANSVERSE UHPC JOINT
(NOT OVER BEAM)
LONGITUDINAL UHPC JOINT
10"
CO
V.
1•
"
CO
V.
3"
10"
CO
V.
3"
CO
V.
1•
"
COMPOSITE BAR (TYP.)
10"
CO
V.
3"
CO
V.
1•
"
10"
CO
V.
3"
CO
V.
1•
"
SIZE
BAR
UHPC JOINT
#4 5" 6"
#6 9"7•"
#5 6" 7"
(OVER BEAM)
LONGITUDINAL UHPC JOINT
(OVER BEAM)
TRANSVERSE UHPC JOINT
DESIGN. STUDS SHALL BE 3" TALL.
INDICATE SHEAR STUDS AS PER
JOINT WIDTHv(SEE "UHPC JOINT" TABLE)
BAR PROTRUSION (SEE "UHPC JOINT" TABLE) (TYP.)
JOINT WIDTHv(SEE "UHPC JOINT" TABLE)
BAR PROTRUSION (SEE "UHPC JOINT" TABLE) (TYP.)BAR PROTRUSION (SEE "UHPC JOINT" TABLE) (TYP.)
JOINT WIDTHv(SEE "UHPC JOINT" TABLE)
BAR PROTRUSION (SEE "UHPC JOINT" TABLE) (TYP.)
LENGTH
PROTRUSION
WIDTH
JOINT
• DESIGN SPACING
• DESIGN SPACING
• DESIGN SPACING
STUD CLEARANCE, WHICHEVER IS LESS.
"UHPC JOINT" TABLE OR BASED ON THE
JOINT WIDTH AS SHOWN IN THE
• DESIGN SPACING
ABOVE THE TOP OF PANEL SURFACE.
UHPC SHALL BE PLACED ‚"
ABOVE THE TOP OF PANEL SURFACE.
UHPC SHALL BE PLACED ‚"
ABOVE THE TOP OF PANEL SURFACE.
UHPC SHALL BE PLACED ‚"
@ 2'-0" MAX. SPACING (TYP.)
1•" DIA. VENT HOLE
(TYP.)
1" MIN. CLEAR
FOR DIAMOND GRIND
•" NOM. DEPTH
FOR DIAMOND GRIND
•" NOM. DEPTH
FOR DIAMOND GRIND
•" NOM. DEPTH
FOR DIAMOND GRIND
•" NOM. DEPTH
SEE "PANEL KEYWAY DETAIL"
SEE "PANEL KEYWAY DETAIL"
SEE "PANEL KEYWAY DETAIL"
SEE "PANEL KEYWAY DETAIL"
4" MIN. NON-CONTACT SPLICE (TYP.)
SPLICE (TYP.)
4" MIN. NON-CONTACT
4" MIN. NON-CONTACT SPLICE (TYP.)
4" MIN. NON-CONTACT SPLICE (TYP.)
ULTRA HIGH PERFORMANCE CONCRETE
ULTRA HIGH PERFORMANCE CONCRETE
CONCRETE
ULTRA HIGH PERFORMANCE
CONCRETE
ULTRA HIGH PERFORMANCE
SLOPE
WITHIN THE S.I.P. FORM. (TYP.)
UHPC MAY BE BLOCKED OUT
FOR "PANEL KEYWAY DETAIL", SEE BD-SS17.
ARE APPLICABLE FOR ALL BAR TYPES.
REBAR "PROTRUSION LENGTH" IN THE "UHPC JOINT" TABLE
DESIGNER NOTE:
ABOVE THE TOP OF PANEL SURFACE.
UHPC SHALL BE PLACED ‚"
FOR PRECAST DECK PANEL NOTES, SEE BD-SS15.
NOTE:
TYPICAL JOINT DETAILS
PRECAST DECK PANEL
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S16_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS16
3"
CO
V.
1'-
0•
"
"2
14
(TYP.)
1'-6"
2'-
1•
"1'-
1•
"1'-
0"
6'-0"
PAYMENT LINES FOR APPROACH SLAB ITEM
APPROACH SLAB ITEM
PAYMENT LINES FOR OF JOINTc
#5(E) BARS @ 12"
APPROACH PAVEMENT BEGINS OR ENDS
OPTIONAL CONSTRUCTION JOINT
PREFORMED CLOSED CELL FOAM MATERIAL
CONFORMING TO MATERIAL SPEC. 705-08
COMPRESSIBLE FOAM JOINT SEALER,
PR
EC
AS
T
10"
PA
NE
L
1'-
0•
"
BEARINGSc BEARINGSc
DIAPHRAGM (TYP.)
1'-0" MAX. SPACING (TYP.)
SHEAR CONNECTOR AT
ƒ" DIA.vxv3" STUD
BEARINGSc
DIAPHRAGM
MAX. SPACING (TYP.)
SHEAR CONNECTOR @ 1'-0"
ƒ" DIA. x 3" STUD
METHOD OF SUPPORT
SHIM OR OTHER APPROVED
6"
#5(E) BOT. LONG. BAR
"2
11'-
0
2" COV.
1'-0" CORNER TO •" RADIUS
AFTER GRIND, ROUND
METHOD OF SUPPORT (TYP.)
SHIM OR OTHER APPROVED
SPACING (TYP.)
HOLE @ 2'-0" MAX.
1•" DIA. VENT
JOINTLESS AT ABUTMENT
ARMORLESS JOINT AT ABUTMENT
ARMORLESS JOINT AT PIER
SPACING (TYP.)
HOLE @ 2'-0" MAX.
1•" DIA. VENT
SPACING (TYP.)
HOLE @ 2'-0" MAX.
1•" DIA. VENT/GROUT
5"
(AMP. OF „" MIN. TO ‚" MAX.)
EXPOSED AGGREGATE SURFACES
6"
CO
V.
3"
1'-0"
3"
2" COV.
IN THE APP. SLAB ITEM
MAT. SPEC. 701-05, COST INCLUDED
GROUT BED (1" MIN. THICKNESS) (TYP.)
7-#5 BARS @ EQUAL SPACES (BOTTOM)
7-#5(E) BARS @ EQUAL SPACES (TOP)
SEE NOTE A
PRECAST SLEEPER SLAB
TABLE ON BD-SS16) (7" MIN.)
JOINT WIDTH (SEE "UHPC JOINT"SEE DETAIL "A"
COV.
2"
(TYP.)
1'-0"
SPACING (TYP.)
HOLE @ 2'-0" MAX.
1•" DIA. VENT
1'-
0"
1'-
1•
"
2'-
1•
"
7"6" PROTRUSION
#5(E) BAR
#5(E) BARS
JOINT
CONST.
OPTIONAL
ARMORLESS JOINT HEADER
DETAIL "A"
SEE NOTE "F"
2'-0"
2'-0"
LIMITS FOR NOTE "C"
2'-0"
SEE NOTE "F"
FO
R
DIA
MO
ND
GRIN
D
•"
NO
M.
DE
PT
H
FO
R
DIA
MO
ND
GRIN
D (T
YP.)
•"
NO
M.
DE
PT
H
DIAMOND GRINDING
‚" CHAMFER AFTER
FO
R
DIA
MO
ND
GRIN
D (T
YP.)
•"
NO
M.
DE
PT
H
FO
R
DIA
MO
ND
GRIN
D
•"
NO
M.
DE
PT
H
SLEEPER SLAB KEYWAY DETAIL
#5(E) BARS
SEE DETAIL "A"
APPROACH SLAB KEYWAY DETAIL
SEE "PANEL KEYWAY DETAIL"
SEE DESIGNER NOTE
SEE "SLEEPER SLAB KEYWAY DETAIL"
SEE DETAIL "A"
DETAIL" ON BD-SS8
SEE "JOINT RECESS
REQUIRED BY DESIGN)
(REINFORCEMENT AS
PRECAST DECK PANEL
PERFORMANCE CONCRETE
ULTRA HIGH
BACKWALL
ABUTMENT
DRAWINGS FOR REINFORCEMENT)
SLAB PANEL (SEE BD-SA
PRECAST APPROACH
IN THE APP. SLAB ITEM
MAT. SPEC. 701-05, COST INCLUDED
GROUT BED (1" MIN. THICKNESS)
CONCRETE
ULTRA HIGH PERFORMANCEREQUIRED BY DESIGN)
(REINFORCEMENT AS
PRECAST DECK PANEL
DRAWINGS FOR REINFORCEMENT)
SLAB PANEL (SEE BD-SA
PRECAST APPROACH
CONCRETE
ULTRA HIGH PERFORMANCE
DIAPHRAGM (TYP.)
CONCRETE HAUNCH OVER
ULTRA HIGH PERFORMANCE
GIRDER (TYP.)
BY DESIGN)
(REINFORCEMENT AS REQUIRED
PRECAST DECK PANEL (TYP.)
BRG. STIFFENER
SEE NOTE "B"
FOR REINFORCEMENT)
PANEL (SEE BD-SA DRAWINGS
PRECAST APPROACH SLAB
THE PRECAST APPROACH SLAB ITEM.
DETAILS). COST TO BE INCLUDED IN
JOINT HEADER, (SEE BD-AB6E FOR
ULTRA HIGH PERFORMANCE CONCRETE
SEE NOTE "B"
PRECAST DECK PANEL
PANEL BARS)
(BAR TYPE TO MATCH
#4 BAR @ 2'-0"
DECK PANEL ITEM
INCLUDED IN THE PRECAST
OF UHPC HEADER TO BE
CONCRETE HEADER. COST
ULTRA HIGH PERFORMANCE
SPLICE (TYP.)
5" MIN. NON-CONTACT
1‚
"
5"
3"
2"
1•"
PA
NE
L
10"
DE
CK
PANEL KEYWAY DETAIL
1•"
5"
2"
5"
1‚
"
1'-
0"
1'-
0•
"5•
"2"
5"
1‚
"
1•"
COST INCLUDED IN THE APP. SLAB ITEM
FOAM FORM (MAT. SPEC. 705-08)
STAY-IN-PLACE COMPRESSIBLE
FOR DIAMOND GRIND
•" NOM. DEPTH
TO ‚" MAX.) (TYP.)
(AMPLITUDE OF „" MIN.
EXPOSED AGGREGATE SURFACE
TO ‚" MAX.) (TYP.)
(AMPLITUDE OF „" MIN.
EXPOSED AGGREGATE SURFACE
FOR DIAMOND GRIND
•" NOM. DEPTH
SLEEPER SLAB
PRECAST CONCRETE
#5 BAR @ 12"
vIN THE UNIT PRICE BID FOR THE APPROACH SLAB ITEM.
vSHALL FOLLOW THE CROSS SLOPE AND GRADE OF ROADWAY. COST TO BE INCLUDED
vPROPOSAL, OR MATERIAL SPECIFICATION 702-3101. THE TOP OF SLEEPER SLABS
v0.04 in. NOMINAL THICKNESS OF PERFORMANCE GRADE ASPHALT AS INDICATED IN THE
C. TOP OF SLEEPER SLABS SHALL BE STEEL TROWEL FINISHED AND COATED WITH A
COVERS SHALL BE .004 in. THICK, AND LAPS SHALL BE 2 ft. MINIMUM.
THE APPROACH SLAB PRIOR TO PLACEMENT OF THE PANELS AND GROUT. THE CURING
711-04 SHALL BE PLACED ON THE FINISHED SUBBASE COURSE THE FULL WIDTH OF
COVERS (WHITE OPAQUE) IN ACCORDANCE WITH MATERIAL SPECIFICATION SUBSECTION
PARALLEL TO THE ROADWAY GRADE AND CROSS SLOPE. POLYETHYLENE CURING
OF THE SUBBASE COURSE MUST BE ACCURATELY CONTROLLED TO FOLLOW AND BE
B. TO PERMIT UNHINDERED LONGITUDINAL MOVEMENT OF APPROACH SLAB, THE SURFACE
vWHICH COULD CAUSE MOVEMENTS OR UNEVEN SETTLEMENT OF THE SLEEPER SLAB.
vTO PROTECT THE SLEEPER SLAB FROM TEMPORARY LOADINGS OR ANY CONDITION
vSHALL BE ALLOWED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS
vUNDISTURBED COMPACT MATERIAL OR RE-COMPACTED MATERIAL. NO LOOSE BACKFILL
vABUTMENT EMBANKMENT IS IN PLACE. THE SLEEPER SLABS SHALL BE FOUNDED ON
A. EXCAVATION FOR SLEEPER SLABS SHALL BE CAREFULLY MADE AFTER COMPACTED
NOTES:
H. (E) DENOTES EPOXY COATED BARS.
vTHE APPROPRIATE PANEL ITEM.
vALLOWED. THE COST OF THE SEAL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
vBRIDGE SYSTEMS" (705-04). HOWEVER, "STRUCTURAL SILICONE SEALANTS" ARE NOT
vONE OF THE SEALS APPEARING ON THE APPROVED MATERIAL LIST FOR "ARMORLESS
G. UNLESS OTHERWISE SPECIFIED BY THE DESIGNER, THE JOINT SEAL SHALL CONSIST OF
vTHE APPROACH SLAB ITEM.
vBACKWALL/SLEEPER SLAB. PAYMENT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
vSPECIFICATION 728-06, TWO ˆ" THICK SHEETS SHALL BE PLACED ON TOP OF THE
F. COMPRESSED SYNTHETIC SHEET GASKET (TREATED BOTH SIDES), MATERIAL
vIN THE ITEM FOR THE PRECAST DECK PANELS.
E. PAYMENT FOR THE ULTRA HIGH PERFORMANCE CONCRETE HEADERS SHALL BE INCLUDED
vSLAB SURFACE ITEM.
vOF SLEEPER SLABS SHALL BE GROOVED UNDER THE SAWCUT GROOVING OF STRUCTURAL
D. TOP SURFACES OF STRUCTURAL SLABS, APPROACH SLABS AND EXPOSED TOP SURFACES
ABOVE THE TOP OF PANEL SURFACE.
UHPC SHALL BE PLACED ‚"ABOVE THE TOP OF PANEL SURFACE.
UHPC SHALL BE PLACED ‚"
ABOVE THE TOP OF PANEL SURFACE.
UHPC SHALL BE PLACED ‚"
OF THE NYSDOT LRFD BRIDGE DESIGN SPECIFICATION, ARTICLE 6.10.1.7.
TO A JOINTLESS ABUTMENT DETAIL SHALL MEET THE REQUIREMENTS
THE LONGITUDINAL REINFORCEMENT IN THE END PANELS ADJACENT
WITH THE REQUIREMENTS OF THE JOINT SYSTEM CHOSEN.
THE DESIGNER SHALL SIZE THE JOINT WIDTH IN ACCORDANCE
DESIGNER NOTE:
AND APPROACH DETAILS
JOINTLESS, ARMORLESS JOINT
PRECAST DECK PANEL
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S17_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS17
A
A
(LONGITUDINAL UHPC JOINT)
SECTION A-A(SEE NOTE G)
JOINT SEAL
(SEE NOTE G)
JOINT SEAL
(SEE NOTE G)
JOINT SEAL
SEE DESIGNER NOTE
SEE DESIGNER NOTE
PIERc
DIAMOND GRIND (TYP.)
•"vNOM. DEPTH FOR
ABUTMENT BACKWALL
DIAMOND GRIND
•"vNOM. DEPTH FOR
MIN.
2"
LEVELING PAD
THIN MORTAR
RAILING ANCHORAGEc
2"
TO INTERSECTION WITH THE CHAMFER.
TOWARD FASCIA. GROOVE CONTINUES
TURNn OF ABUTMENTS WITH A 90
DRIP GROOVE TO END 3' FROM FACES
NOTE:
1" CHAMFER
1" 1"2"
•"
DETAIL "B"
SEE DETAIL "B"
(MIN.)v(TYP.)
1•" COV.
SEE DETAIL "B"
BARS WHEREVER POSSIBLE
BARS AND TIED TO BOTTOM TRANSVERSE
UNDER THE BOTTOM MAT LONGITUDINAL
#6(E) BARS @ 8" MAX. PLACED
1'-0"
TAPER
1'-0"
BARRIERS TO AVOID INTERFERENCE.
LONGITUDINAL BARS IN ADJACENT
FABRICATOR SHALL ADJUST
RAILING ANCHORAGE
BARRIER ANCHORAGE
1" CHAMFER
10"
10"
#5(E) BARS @ 8" MAX.
4"
MIN.
2"
RAILING ANCHORAGEc
SEE DETAIL "B"
@ 8" (BOT.)
3-#5(E) BARS
BOLTc
*
#4(E) STIRRUPS @ 8"
TOWARDS TRAFFIC
BRUSH CURB. SLOPE
POSTS ON TOP OF
2% SLOPE BETWEEN
2'-1"
6"
1'-8" 5"
2"
4" *
TAPER
1'-0"
7Ž"
6•
"
9•
"
10"
LEVEL
4-#5(E) BARS IN THE TOP SLAB MAT
3-#5(E) BARS IN BRUSH CURB POUR
1'-0"
BRUSH CURB ANCHORAGE
MAIN DECK REIN.
10Ž"
4"4•"
IN THE BARRIER NOT SHOWN FOR CLARITY.
SHOWN. REINFORCEMENT ORIGINATING
SINGLE SLOPE CONCRETE BARRIER
MONOLITHICALLY WITH THE PANEL.
IS INSTALLED, OR IF THE BARRIER IS CAST
TO AN AMPLITUDE OF ‚" AND A WATERSTOP
SURFACE UNDER THE BARRIER IS ROUGHENED
KEY MAY BE OMITTED IF THE PANEL
10Ž"
7Ž"
4"
MAIN DECK REIN.
MAIN DECK REIN.
8" 10"
(EMB.) (TYP.)
5" (MIN.)
6" (MIN.)
7" (NOM.)
1'-0"
MONOLITHICALLY WITH THE PANEL.
INSTALLED, OR IF THE BRUSH CURB IS CAST
AMPLITUDE OF 1/4" AND A WATERSTOP IS
UNDER THE BRUSH CURB IS ROUGHENED TO AN
KEY MAY BE OMITTED IF THE PANEL SURFACE
2v-vWASHERS EACH
2v-vHEAVY HEX NUTS AND
4v-v1" DIA. ANCHOR STUDS WITH
PRICE BID FOR THE DECK PANEL.
TO GROUTING. (COST SHALL BE INCLUDED IN
ANCHOR STUDS. STUDS SHALL BE PLUMB PRIOR
SPECIFICATION SECTION 701-07 AFTER PLACING
WITH NON-SHRINK GROUT CONFORMING TO MATERIAL
OF 2" DIA. HOLES IN PRECAST PANEL. FILL HOLESc
FO
R
DIA
MO
ND
GRIN
D
•"
NO
M.
DE
PT
HF
OR
DIA
MO
ND
GRIN
D
•"
NO
M.
DE
PT
H
FO
R
DIA
MO
ND
GRIN
D
•"
NO
M.
DE
PT
H
CURB (TYPE F1)
GRANITE BRIDGE
*
COLD JOINT IN UHPC
SEE "PANEL KEYWAY DETAIL"
0"
0"
0"
CONCRETE
PERFORMANCE
ULTRA HIGH
BARRIER
PRECAST CONCRETEBARRIER
PRECAST CONCRETE
CONCRETE
PERFORMANCE
ULTRA HIGH
PANEL
PRECAST DECK
CONCRETE
PERFORMANCE
ULTRA HIGH
CONCRETE
PERFORMANCE
ULTRA HIGH
AS SHOWN
#5(E) BARS PLACED
pANCHOR
vv10"vxv•"vxv1'-2"
@ 8"
3-#5(E) BARS
MAT, PLACED AS SHOWN
4-#5(E) BARS IN THE SLAB TOP
(E) DENOTES EPOXY COATED BARS.
WITH THE BARRIER SURFACE.
UHPC JOINTS IN THE BARRIER SHALL BE SMOOTH AND FLUSH
IN THE FIELD.
PLACEMENT IN THE FABRICATION SHOP, OR CAST IN PLACE
MONOLITHICALLY WITH A DECK PANEL OR AS A SECONDARY
CONCRETE BARRIERS AND BRUSH CURBS MAY BE CAST
PRICE BID FOR THE PRECAST DECK ITEM.
IN THE PRECAST SLAB SHALL BE INCLUDED IN THE UNIT
THE COST OF ALL ANCHORAGE REINFORCEMENT ORIGINATING
NOTES:
(EMB.) (TYP.)
5" (MIN.)
BARRIER
PRECAST CONCRETE
CONCRETE
PERFORMANCE
ULTRA HIGH
6" (MIN.)
7" (NOM.)
PRECAST DECK PANELPRECAST APPROACH SLAB PANEL
BOND BREAKER
COLD JOINT IN UHPC
UHPC BARRIER JOINT DETAILS
(TYPICAL BARRIER JOINT)
ELEVATION
SLAB
BARRIER ON APPROACH
PRECAST CONCRETE
ABUTMENT BACKWALL
FOR REBAR PROTECTION REQUIREMENTS).
STEEL MAY BE USED AS AN ALTERNATE. (SEE BRIDGE MANUAL
WHERE EPOXY BARS ARE SHOWN, GALVANIZED OR STAINLESS
FOR "PANEL KEYWAY DETAIL", SEE BD-SS15.
STRUCTURE AT EACH FASCIA.
- DIMENSION MUST BE CALCULATED FOR EACH INDIVIDUAL
SPECIFICATIONS".
IN ACCORDANCE WITH THE "NYSDOT LRFD BRIDGE DESIGN
THE REINFORCEMENT IN THE OVERHANG SHALL BE DESIGNED
DESIGNER NOTES:
(AMPLITUDE OF „" MIN. TO ‚" MAX.)
EXPOSED AGGREGATE SURFACES
(AMPLITUDE OF „" MIN. TO ‚" MAX.)
EXPOSED AGGREGATE SURFACES
(BARRIER JOINT AT JOINTLESS BACKWALL)
ELEVATION
RAILING AND BARRIER DETAILS
PRECAST DECK PANEL
REVISED
(STRUCTURES)
DEPUTY CHIEF ENGINEER
Office of Structures
Department of Transportation
RICHARD MARCHIONE, P.E.
ORIGINAL SIGNED BY
APPROVED: 01/16/19 ORIGINAL ISSUED UNDER EB 19-002
LETTING OF 09/01/19
EFFECTIVE WITH THE
CURRENT ISSUED UNDER EB 19-002
ERRATA
BD-S
S18_2019-
R0
E0.d
gn
17-J
AN-2019 13:5
2
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
2019-R0E0
BD-SS18
1"
(MIN.)
1'-0"
10"