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



#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


(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


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 DIMENSIONINDICATE 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



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

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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



#4(E)

BA

RS

@ 8" (B

OT.)

#4(E)

BA

RS

@ 8" (B

OT.)

#4(E)

BA

RS

@ 8" (T

OP)





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


STATION LINE





STA.

BRIDGE BEGINS

4"

4"

#4(E) BARS @ 8" (TOP)

#4(E) BARS @ 8" (BOT.)



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


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


n30l SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - SKEW


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


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" ( MAX.)*

STA.

BEG. ABUT.

FIXED BRGS.c



OF CONCRETE BARRIER

HEADER ENDING AT FACE

OF CONCRETE BARRIER


OF CONCRETE BARRIER


OF CONCRETE BARRIER


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)


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)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

BD-S

S2_2019-

R0

E0.d

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17-J

AN-2019 13:5

2

FIL

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ME

=

DA

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=

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




4"

4"

FASCIA LINE

FASCIA LINE

STATION LINE

GIRDERS (TYP.)

IN HAUNCH BETWEEN

#4(E) STIRRUP BARS @ 8"

GIRDERS (TYP.)

IN HAUNCH BETWEEN


*

*

*

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



BETWEEN GIRDERS (TYP.)

3-#4(E) BARS IN HAUNCH







*

STATION LINE

LONGEST FASCIA GIRDER.

MEASURED ALONG CENTERLINE OF

SPACING FOR TRANSVERSE BARS ARE

NOTE:



**

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)






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


LONGITUDINAL


ITEM 559.18960118

NEW DECKS (SF)

SEALING OF

PROTECTIVE

**


WINTER SURFACE

ITEM 557.01XX AND




(TYP.)

#5(E) BAR MIN. LAP

(TYP.)

#4(E) BAR MIN. LAP

4" ( MAX.)

4" ( MAX.)

STA.

BEG. ABUT.

EXP. BRGS.c



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


(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


AND DIRECTLY OVER #4(E) BARS IN BOTTOM OF SLAB

0" (TYP.)

SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - CURVED SUPERSTRUCTURE - NO SKEW


OTHERWISE NOTED.

ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS

NOTES:

n30l SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - STRAIGHT SUPERSTRUCTURE - SKEW

4" (M

AX.)

4" (M

AX.)




AT FASCIA COVER.






AT FASCIA COVER.

AND #4(E) BAR (BOT.) TO STOP

INCLUDED IN THE SLAB BARLIST

SUPERSTRUCTURE SLAB ITEM AND

PAID FOR UNDER THE



AT FASCIA COVER.









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)




MEASURED PERPENDICULAR TO THE SKEW.


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)


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.



SQUARED OF THE SKEW ANGLE.

THE SPACING OF THESE BARS MUST BE MULTIPLIED BY THE COSINE


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)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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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)


(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


NOTED.


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

"


@ 8"


SPACING AND PLACEMENT

SEE BD-SS2 FOR

REINFORCEMENT (S.I.R),

STANDARD ISOTROPIC

(LAP TO #6(E) BARS)


(LAP TO #6(E) BARS)


ARMORLESS JOINT SYSTEM (1 OF 2)

ISOTROPICvREINFORCEMENT END DETAILS

SUPERSTRUCTUREvSLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


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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"


SEE BD-SS2 FOR


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


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


NOTED.


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)



6"

6"

4"


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



SEE BD-SS2 FOR


STANDARD ISOTROPIC

OVERHANG, SEE BD-SS1.

FOR PLACEMENT OF THE LONGITUDINAL BARS IN


DESIGNER NOTES:

ARMORLESS JOINT SYSTEM (2 OF 2)

ISOTROPIC REINFORCEMENT END DETAILS

SUPERSTRUCTUREvSLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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BD-SS5


STATION LINE

ADDITI

ONAL SL

AB REI

NFORCEMENT

ONE GI

RDER SP

ACE, LIMIT

S OF

SP

ACIN

G

•

GIR

DE

R


@ 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"


SEE BD-SS2 FOR


STANDARD ISOTROPIC

TO END OF SLAB

SPACED PERPENDICULAR

3-#4(E) BARS @ 4",

COV.

2"

4"

(LAP TO #6(E) BARS)


(LAP TO #6(E) BARS)


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"


#4(E) BARS @ 8" (S.I.R.)

8"

PERPENDICULAR TO GIRDER.



SECTION D-D

4"8"

ALT. & LAP TO 4(E) BARS

#4(E) BARS @ 8" (S.I.R.)



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"


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.


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.


#4(E) BARS @ 4" (MAX.)

SEE BD-SS2.

FOR LOCATION OF SECTIONS A-A, B-B, C-C, AND D-D,


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)


#4(E) BARS @ 8" (S.I.R.) (HOOKED AT FASCIA)

ALTERNATE LAP TO #4(E) BARS



DENOTES BARS PLACED PARALLEL TO THE SKEW.


NOTE:

#5(E) BARS

#5(E) BARS

#4(E) BARS @ 8" (S.I.R)

ARMORLESS JOINT SYSTEM

ISOTROPIC REINFORCEMENT SECTIONS

SUPERSTRUCTURE SLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


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BD-SS6

COV.

2"

4"

(LAP TO #6(E) BARS)


(LAP TO #6(E) BARS)



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"





SECTION C-C

4"

2" COV.

SECTION D-D


#4(E) BARS @ 8" (S.I.R.) 8"





CO

V.

3"

8"

#4(E) BARS @ 8" (S.I.R.)8"


#4(E) BARS @ 8" (S.I.R.)

ADDITIONAL #4(E) BARS @ 8" 4"

4"

COV.

2"

TO END OF SLAB.


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"


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.


6-#4(E) BARS @ 4" MAX.

2" COV.

2" COV.

#4(E) BARS @ 8" (S.I.R.) 4"TO END OF SLAB


(TOP & BOTTOM)

3-#4(E) BARS @ 4"

#4(E) BARS @ 8" (S.I.R.)

BARS @ 8"

ADDITIONALv#4(E)




#4(E) BARS @ 4" (MAX.)

(HOOKED AT FASCIA)


(HOOKED AT FASCIA)

#4(E) BARS @ 8" (S.I.R.)

(HOOKED AT FASCIA)

ALTERNATE LAP TO #4(E) BARS



2" COV.

SYSTEM SUPPORTS.


INDIVIDUAL BARS IF


*

*

*

*

*

WITH JOINT SYSTEM SUPPORTS.

INDIVIDUAL BARS IF INTERFERING


WITH JOINT SYSTEM SUPPORTS.



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


NOTE:

THE JOINT SYSTEM.

THE UNIT PRICE BID FOR

COST TO BE INCLUDED IN

BLOCKOUT WHERE POSSIBLE.

TO END OF SLAB IN JOINT


#4(E) BARS @v8" MAX.

THE JOINT SYSTEM.







THE JOINT SYSTEM.







THE JOINT SYSTEM.







(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)


(S.I.R.)


**

**

**

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,


DESIGNER NOTES:

**

MULTICELL MODULAR JOINT SYSTEM

ISOTROPIC REINFORCEMENT SECTIONS

SUPERSTRUCTURE SLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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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



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



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


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


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


NOTE:

SYSTEM BLOCKOUT

2'-0" ASSUMED JOINT

HAUNCH & JOINT DETAILS

SUPERSTRUCTURE SLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

BD-S

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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"


6"

1'-0"

2"

2"

1'-0"

1'-0"

2"

*

LEVEL

* (MIN.)

2" COV.

9•

"

1•

"

CO

V.

4"


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


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






1" CHAMFER

1" CHAMFER

(PLACED AS SHOWN)



(PLACED AS SHOWN)


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) 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



CONCRETE



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)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

BD-S

S9_2019-

R0

E0.d

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17-J

AN-2019 13:5

2

FIL

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NA

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=

DA

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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



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)


#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.)







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"



#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



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


OF CONCRETE BARRIER


4" (M

AX.)









STA.

END ABUT.

EXP. BRGS.c

0"

0"

0"

0"

0"

0"

0"



*

*



#5(E)

BA

RS

@ 1'-

6" (T

OP)

***

4" (M

AX.)

ALT. MIN. LAP (TYP.)

STA.

BRIDGE BEGINS

AT FASCIA COVER.






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


LONGITUDINAL


ITEM 559.18960118

NEW DECKS (SF)

SEALING OF

PROTECTIVE


WINTER SURFACE

ITEM 557.01XX AND




APPROACH SLABEDGE OF

SIMILAR)n 30 SHOWN, SKEW >n 30l (SKEW

JOINTLESS BRIDGE WITH CONCRETE BARRIER

CORNER DETAIL

"DETAIL A"

OF CONCRETE BARRIER


n30l SUPERSTRUCTURE SLAB REINFORCEMENT PLAN - SKEW


#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.






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)


NOTED.


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)



#5(E) BAR (TOP & BOT.)

(HOOKED AT FASCIA)

DESIGN REINFORCEMENTv(E)vBARS (TOP)

(HOOKED AT FASCIA)


ALT. LAP (TYP.)

ALT. LAP (TYP.)

ITEM 559.16960118

CONCRETE (SF)


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.



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,




IN THE OVERHANG AREA OF THE SLAB IS DETERMINED BY THE TYPE OF

THE NUMBER OF THE ADDITIONAL LONGITUDINAL BARS AND ANCHOR BARS

POSSIBLE.


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)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

BD-S

S10_2019-

R0

E0.d

gn

17-J

AN-2019 13:5

2

FIL

E

NA

ME

=

DA

TE/

TI

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=

2019-R0E0

BD-SS10



GIRDERS (TYP.)

IN HAUNCH BETWEEN


STATION LINE

FASCIA LINE

FASCIA LINE

GIRDERS (TYP.)

IN HAUNCH BETWEEN


FASCIA LINE

FASCIA LINE





STATION LINE

LONGEST FASCIA GIRDER.

MEASURED ALONG CENTERLINE OF


NOTE:

MEASURED PERPENDICULAR TO THE SKEW.


NOTE:

0"

0"

0"

0"(HOOKED AT FASCIA, ALTERNATE LAP)

(TYP.)

ALT. MIN. LAP

(TYP.)

ALT. MIN. LAP



AT FASCIA COVER.






ITEM 558.02


LONGITUDINAL


ITEM 559.18960118

NEW DECKS (SF)

SEALING OF

PROTECTIVE


WINTER SURFACE

ITEM 557.01XX AND




**

AT FASCIA COVER.




PAID FOR UNDER THE



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


#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.




PAID FOR UNDER THE



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


OTHERWISE NOTED.

ALL REINFORCEMENT SHALL HAVE 2" COVER UNLESS

NOTES:

INDICATE DIMENSION


(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)




DI

ME

NSIO

N

IN

DIC

AT

E

RAILING, (LAP TO #5(E) BARS (TOP)


RAILING, (LAP TO #5(E) BARS (TOP)


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)




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


(HOOKED AT FASCIA, ALTERNATE LAP)


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)


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



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 BARRIERS, SEE BD-RCB SERIES.


IN THE OVERHANG AREA OF THE SLAB IS DETERMINED BY THE TYPE OF

THE NUMBER OF THE ADDITIONAL LONGITUDINAL BARS AND ANCHOR BARS

POSSIBLE.


REINFORCEMENT AT ENDS OF SLAB SHOWN, IS FOR ARMORLESS DETAILS.

DESIGNER NOTES:

CONTINUOUS SPAN BRIDGES

TRADITIONAL REINFORCEMENT PLANS

SUPERSTRUCTURE SLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

BD-S

S11_2019-

R0

E0.d

gn

17-J

AN-2019 13:5

2

FIL

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NA

ME

=

DA

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TI

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=

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"


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"


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"


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.


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 @ 1'-6"

MAX. SPACING

#4(E) BAR @ 2'-0"#5(E) BARS @ 1'-6"

SPACED PERP. TO END OF SLAB



DESIGN SPACING

DESIGN SPACING

DESIGN SPACING


ADD'L. O.H. BARS (HOOKED AT FASCIA) AS REQUIRED BY DESIGN

DESIGN REINFORCEMENT (E) BARS - (HOOKED AT FASCIA) ALT. & LAP TO


(HOOKED AT FASCIA)



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 (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:


NOTE:


ARMORLESS JOINT SYSTEM

TRADITIONAL REINFORCEMENT SECTIONS

SUPERSTRUCTURE SLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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BD-SS12

STIRRUP BARS @ 8"


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



SECTION D-D




CO

V.

3"

COV.

2"

TO END OF SLAB


6-#4(E) BARS @ 4" MAX.

2" COV.

SYSTEM SUPPORTS


INDIVIDUAL BARS IF


SPACED AS SHOWN

DIAPHRAGM HAUNCH,

3-#4(E) BARS IN END

STIRRUP BARS @ 8"


SECTION A-A

CO

V.

1•

"

TO END OF SLAB


6-#4(E) BARS @ 4" MAX.SECTION B-B

CO

V.

3"

COV.

2"

2" COV.


#5(E) BARS @ 1'-6"

#5(E) BARS @ 1'-6"


SPACED PERP. TO END OF SLAB


DESIGN SPACING

DESIGN SPACING

DESIGN SPACING

#5(E) BARS @ 1'-6"

#5(E) BARS @ 1'-6"



(HOOKED AT FASCIA)


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









2" COV.

2" COV.




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



JOINT SYSTEM.

PRICE BID FOR THE




TO END OF SLAB IN



JOINT SYSTEM.

PRICE BID FOR THE




TO END OF SLAB IN



JOINT SYSTEM.

PRICE BID FOR THE




TO END OF SLAB IN



NECESSARY, TO ACCOMMODATE JOINT SYSTEM CHOSEN.

CONTRACTOR SHALL ADJUST JOINT BLOCKOUT IF


NOTE:

PERPENDICULAR TO END OF SLAB

#5(E) BARS @ 4" MAX. SPACED

MULTICELL MODULAR JOINT SYSTEM

TRADITIONAL REINFORCEMENT SECTIONS

SUPERSTRUCTURE SLAB

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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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)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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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


CO

V.

1•

"

@ DESIGN SPACING

LONGITUDINAL BARS

@ DESIGN SPACING

TRANSVERSE BARS

*

*

CO

V.

3"

3"

10"

@ DESIGN SPACING

COMPOSITE BAR



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


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


COMPOSITE BAR DETAIL

3"

SLOPESLOPE

MIN.

4"

SLOPE

AROUND STUD HEAD (TYP.)

PROVIDE MIN. 1" CLEAR



MIN.

4"

SLOPE




3"

10"

CO

V.

3"

CO

V.

1•

"

@ DESIGN SPACING

LONGITUDINAL BARS

FOR DIAMOND GRIND

•" NOM. DEPTH



PRECAST DECK PANEL

0"

@ DESIGN SPACING

TRANSVERSE BARS

OF HAUNCH (AMPLITUDE OF „"vMIN. TO ‚"vMAX.)

EXPOSED AGGREGATE SURFACE FOR WIDTH*


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


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)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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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.)


BAR PROTRUSION (SEE "UHPC JOINT" TABLE) (TYP.)BAR PROTRUSION (SEE "UHPC JOINT" TABLE) (TYP.)


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 ‚"





@ 2'-0" MAX. SPACING (TYP.)


(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"




4" MIN. NON-CONTACT SPLICE (TYP.)

SPLICE (TYP.)

4" MIN. NON-CONTACT





CONCRETE

ULTRA HIGH PERFORMANCE

CONCRETE


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:



FOR PRECAST DECK PANEL NOTES, SEE BD-SS15.

NOTE:

TYPICAL JOINT DETAILS

PRECAST DECK PANEL

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

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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.)


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 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


DIAPHRAGM (TYP.)

CONCRETE HAUNCH OVER


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


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


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


UHPC SHALL BE PLACED ‚"ABOVE THE TOP OF PANEL SURFACE.




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)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

BD-S

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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"


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



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


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


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.)


(AMPLITUDE OF „" MIN. TO ‚" MAX.)


(BARRIER JOINT AT JOINTLESS BACKWALL)

ELEVATION

RAILING AND BARRIER DETAILS

PRECAST DECK PANEL

REVISED

(STRUCTURES)





ORIGINAL SIGNED BY


LETTING OF 09/01/19

EFFECTIVE WITH THE


ERRATA

BD-S

S18_2019-

R0

E0.d

gn

17-J

AN-2019 13:5

2

FIL

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NA

ME

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DA

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TI

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2019-R0E0

BD-SS18

1"

(MIN.)

1'-0"

10"

Documents

BDSS - New York State Department of Transportation